3. CPCCCA3028 Learner Activity workbook
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Dec 6, 2023
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Learner Activity Workbook
CPC Construction, Plumbing and Services Training Package
Learner name: _______________________________
This Workbook incorporates the following unit:
CPCCCA3028 Erect and dismantle formwork for footings and slabs on ground
Learner Activity Workbook CPCCCA3028 Erect and dismantle formwork for footings and slabs on ground V1
CPC Construction, Plumbing and
© ATAR Design. All rights reserved. No part of this work may be produced, published, communicated to the
public or adapted without permission.
Services Training Package
Page 2 of 88
Disclaimer:
This work is under copyright and
permission is not given to make copies for
hire or resale to third parties to use the
resources for their own or commercial use.
ATAR Resources Group Pty Ltd does not
give warranty or accept any legal liability
in relation to the content of this work.
Licenced to:
Nova Institute of Technology
RTO Code: 29184
Level 4, 220 Albert Road
South Melbourne VIC 3205
Copyright:
© ATAR Resources Group Pty Ltd 2021
www.atardesign.com.au
Developed by:
This resource was written and developed
by ATAR Resources Group and
contextualised and validated by NOVA.
Acknowledgement:
Thanks to ATAR Resources Group and
NOVA staff for their consultation and
development work.
Version:
NOVA V1
Learner Activity Workbook CPCCCA3028 Erect and dismantle formwork for footings and slabs on ground V1
CPC Construction, Plumbing and
© ATAR Design. All rights reserved. No part of this work may be produced, published, communicated to the
public or adapted without permission.
Services Training Package
Page 3 of 88
Contents
Unit of competency
.....................................................................................................................
7
Overview/Competency demonstration
..........................................................................................
7
CPCCCA3028 Erect and dismantle formwork for footings and slabs on ground
................................
7
Plan and prepare.
................................................................................................................
7
Erect formwork.
...................................................................................................................
7
Strip formwork and prepare for reuse.
...................................................................................
8
Clean up.
.............................................................................................................................
8
Learner Activity Workbook Overview
............................................................................................
9
Instructions
..............................................................................................................................
10
Learning Activities
..............................................................................................................
10
Simulated Learning Activities
..............................................................................................
10
Self-Assessment Questionnaire
...........................................................................................
10
Section 1
–
Plan and prepare
.....................................................................................................
11
Planning formwork
.............................................................................................................
11
Safe design of buildings in relation to formwork
...................................................................
11
Buildability
.........................................................................................................................
12
Formwork systems
.............................................................................................................
12
Safe formwork design and verification
.................................................................................
13
Formwork design certification requirements
.........................................................................
14
Basic formwork systems
.....................................................................................................
14
Non-basic formwork systems
..............................................................................................
15
Documentation
..................................................................................................................
15
Formwork drawings
............................................................................................................
15
Other formwork documentation
..........................................................................................
16
Project documentation
.......................................................................................................
17
On-site coordination & verification
......................................................................................
17
Coordination and administration
.........................................................................................
17
Training
............................................................................................................................
18
Safety (OHS) requirements are followed in accordance with safety plans and policies
............
18
How do you know what safety requirements apply to your workplace?
..................................
19
Acts, regulations, codes and standards
................................................................................
19
Duty of Care
......................................................................................................................
19
Identify work health and safety hazards, assess risks and implement suitable controls
...........
19
Acts, regulations, codes and standards
................................................................................
19
WHS legal pyramid
.............................................................................................................
20
List of WHS legislation, regulations and workplace safety authorities
.....................................
20
Guidance material
..............................................................................................................
22
National Code of Practice for Induction for Construction Work
..............................................
22
Policies and Procedures
......................................................................................................
22
Policies
..............................................................................................................................
23
What should a policy contain?
.............................................................................................
23
Procedures
........................................................................................................................
23
Induction
...........................................................................................................................
23
Hazards and risks
...............................................................................................................
24
Types of hazards
...............................................................................................................
25
Acute and chronic hazards
..................................................................................................
26
Incident reporting
..............................................................................................................
28
Notifiable incidents
.............................................................................................................
28
Types of risks
....................................................................................................................
28
Risk assessment rating matrix
.............................................................................................
29
Likelihood
..........................................................................................................................
29
Consequence
.....................................................................................................................
30
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Learner Activity Workbook CPCCCA3028 Erect and dismantle formwork for footings and slabs on ground V1
CPC Construction, Plumbing and
© ATAR Design. All rights reserved. No part of this work may be produced, published, communicated to the
public or adapted without permission.
Services Training Package
Page 4 of 88
Risk management priority
...................................................................................................
31
Hierarchy of Control
...........................................................................................................
31
Personal protective equipment (PPE)
...................................................................................
32
Signage and barricade requirements are identified and implemented
....................................
33
Formwork construction zone physical barriers
......................................................................
33
The use of flags and tape or unsupported barriers is not acceptable.
....................................
33
Edge protection on completed decks
...................................................................................
34
Signage and barricade requirements are identified and implemented
.....
Error! Bookmark not
defined.
Signage
................................................................................
Error! Bookmark not defined.
Read and follow safety warning signs
.....................................
Error! Bookmark not defined.
Safety signage on the construction site
..................................
Error! Bookmark not defined.
Visual inspection
...................................................................
Error! Bookmark not defined.
Testing of equipment
............................................................
Error! Bookmark not defined.
Material quantity requirements are calculated in accordance with plans, specifications
and quality requirements. Materials appropriate to the work application are identified, obtained,
prepared, safely handled and located ready for use.
...............
Error! Bookmark not defined.
Quantity of formwork
............................................................
Error! Bookmark not defined.
Quantity of formwork for slab
.............................................................................................
35
Materials
...........................................................................................................................
35
Material storage
.................................................................................................................
36
Storage to minimise manual task risks
.................................................................................
36
Environmental requirements are identified for the project in accordance with environmental
plans and statutory and regulatory authority obligations, and are applied
..............................
37
Health concerns
.................................................................................................................
37
Noise
................................................................................................................................
37
Dust and atmospheric contaminants
....................................................................................
37
Housekeeping
–
access and storage
....................................................................................
38
Access and egress
..............................................................................................................
38
Environmental requirements
...............................................................................................
38
Environmental protection requirements
...............................................................................
39
Resource efficiency and waste minimisation
.........................................................................
40
Re-use and disposal of soil
.................................................................................................
40
Project Environmental Management Plan
.............................................................................
40
Learning Activities Section 1
......................................................................................................
41
Section 2
–
Erect formwork
.......................................................................................................
43
Slab on Ground and Footing Design
....................................................................................
43
Formwork is set out to requirements of drawings and specifications
......................................
44
Installation
........................................................................................................................
44
Steps for erecting formwork:
..............................................................................................
45
Levelling
............................................................................................................................
45
Levelling equipment
...........................................................................................................
46
Two-peg test
.....................................................................................................................
46
Fixing and fasteners are selected consistent with construction requirements of the job
..........
47
Selecting fixing and fasteners for formwork
.........................................................................
47
Fastenings
.........................................................................................................................
47
Nails and Staples
...............................................................................................................
48
Nail Types (AS 2334)
.........................................................................................................
49
Screw types
.......................................................................................................................
50
Performance
......................................................................................................................
50
Formwork shutters and /or edge boxing are constructed and erected to site requirements and
specifications
.....................................................................................................................
51
Edge rebates
–
Purpose
......................................................................................................
51
Formwork support is braced to job requirements and specifications
......................................
52
Learner Activity Workbook CPCCCA3028 Erect and dismantle formwork for footings and slabs on ground V1
CPC Construction, Plumbing and
© ATAR Design. All rights reserved. No part of this work may be produced, published, communicated to the
public or adapted without permission.
Services Training Package
Page 5 of 88
Reinforcement
...................................................................................................................
52
Tie wire fixings
..................................................................................................................
54
Types of reinforcement
......................................................................................................
56
Preparing for reinforcement placement
................................................................................
57
Termite barriers
.................................................................................................................
58
Block-outs and cast-in services are installed to specified locations
.........................................
59
Concrete Forms for Construction
.........................................................................................
59
Concrete Block-outs
...........................................................................................................
59
Casting
..............................................................................................................................
59
Formwork
..........................................................................................................................
60
Release agents are applied to formwork face, where specified, to manufacturer specifications 60
Concrete Formwork (Shuttering) Releasing Agents
...............................................................
60
Functions of Releasing Agents
............................................................................................
60
Types of Release Agents with Merits
...................................................................................
61
Chemical Release Agent
.....................................................................................................
61
Mould Cream Emulsion
.......................................................................................................
61
Neat Oil with surfactant
......................................................................................................
61
Learning Activities Section 2
......................................................................................................
62
Section 3
–
Strip formwork
........................................................................................................
64
Stripping formwork
............................................................................................................
64
Edge boxing and bracing/strutting support are removed sequentially and safely.
...................
65
Timber components are de-nailed, cleaned and stored or stacked safely for reuse or removal
from site.
..........................................................................................................................
65
Removal times
...................................................................................................................
66
Steel components are cleaned, oiled and stored or stacked to manufacturer's maintenance
recommendations
..............................................................................................................
66
Steel bars and sections
.......................................................................................................
66
Damaged formwork components are safely discarded after stripping
.....................................
67
Material handling
...............................................................................................................
67
Learning Activities Section 3
......................................................................................................
68
Section 4
–
Clean up
.................................................................................................................
70
Work area is cleared and materials disposed of, reused or recycled in accordance with
legislation, regulations, codes of practice and job specification.
............................................
70
Recycling materials
............................................................................................................
70
Cleaning
............................................................................................................................
70
Construction waste management and disposal
.....................................................................
71
Recycling construction waste
..............................................................................................
71
Minimising waste on construction sites
................................................................................
71
Skips and waste removal
....................................................................................................
71
Regional limitations
............................................................................................................
71
Hazardous chemicals and dangerous goods
.........................................................................
71
Plant, tools and equipment are cleaned, checked, maintained and stored in accordance with
manufacturer recommendations and standard work practices.
..............................................
72
Tools, plant and equipment
................................................................................................
72
Inspection
.........................................................................................................................
72
Maintenance
......................................................................................................................
73
Storage of tools, plant and equipment
.................................................................................
73
Shipping containers and lock up storage boxes
....................................................................
73
Safe working areas
............................................................................................................
73
Safe plant and equipment
...................................................................................................
73
Safe isolation
.....................................................................................................................
73
Learning Activities Section 4
......................................................................................................
74
Further Reading
.......................................................................................................................
75
Learning Activities Record
.........................................................................................................
76
Learner Activity Workbook CPCCCA3028 Erect and dismantle formwork for footings and slabs on ground V1
CPC Construction, Plumbing and
© ATAR Design. All rights reserved. No part of this work may be produced, published, communicated to the
public or adapted without permission.
Services Training Package
Page 6 of 88
Unit of competency
...................................................................................................................
76
Instructions for the Learner
................................................................................................
76
Instructions for the Trainer
.................................................................................................
76
Simulated Learning Activities
.....................................................................................................
77
Simulated Learning Activities Record
..........................................................................................
80
Unit of competency
...................................................................................................................
80
Instructions for the Learner
................................................................................................
80
Instructions for the Trainer
.................................................................................................
80
Self-Assessment Questionnaire
–
Erect and dismantle formwork for footings and slabs on ground . 81
Self-Assessment Record
............................................................................................................
85
Unit of competency
...................................................................................................................
85
Instructions for the Learner
................................................................................................
85
Instructions for the Trainer
.................................................................................................
85
Final Learning Participation Outcome Record
..............................................................................
86
Unit of competency
...................................................................................................................
86
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Learner Activity Workbook CPCCCA3028 Erect and dismantle formwork for footings and slabs on ground V1
CPC Construction, Plumbing and
© ATAR Design. All rights reserved. No part of this work may be produced, published, communicated to the
public or adapted without permission.
Services Training Package
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Unit of competency
CPCCCA3028
Erect and dismantle formwork for footings and slabs on ground
Overview/Competency demonstration
This Workbook covers the following unit of competency:
CPCCCA3028 Erect and dismantle formwork for footings and slabs on ground
This unit of competency specifies the skills and knowledge required to erect and dismantle
formwork for slabs on ground, rebates to slabs on ground, and steps to strip footings, meeting all
relevant requirements of the National Construction Code (NCC), Australian Standards, work health
and safety (WHS), and Commonwealth and state or territory legislation.
The unit includes:
•
establishing required levels on site and constructing formwork using boxing materials,
including timber, metal, masonry, fibre cement sheeting or reconstituted timber products,
and fixings to contain wet poured concrete until it is completely cured
•
stripping the formwork and preparing and storing it for re-use.
Completion of the general construction induction training program specified by the model Code of
Practice for Construction Work is required for any person who is to carry out construction work.
Achievement of CPCCWHS1001Prepare to work safely in the construction industry meets this
requirement.
No licensing, legislative or certification requirements apply to this unit at the time of publication.
To demonstrate your competency in this unit you will need to provide evidence of your ability to:
Plan and prepare.
✓
Read and interpret work instructions and plan sequence of work.
✓
Plan all work to comply with laws and regulations, the National Construction Code (NCC),
Australian Standards, work health and safety (WHS) and environmental requirements,
manufacturers’ specifications, workplace requirements, drawings and specifications.
✓
Select tools and equipment, check for serviceability and report any faults.
✓
Select and use personal protective equipment (PPE) for each part of the task.
✓
Inspect work site, locate services, assess hazards and apply risk controls, including required
signage and barricades.
✓
Select materials required for task, calculate quantities, handle safely and prepare and position
ready for use.
Erect formwork.
✓
Clear work area and prepare surface for safe erection of formwork.
✓
Measure, set out and level formwork.
✓
Apply fixing and fasteners to ensure stable formwork construction.
✓
Construct and erect edge rebate.
✓
Check and brace formwork for accuracy of square and dimension.
✓
Install block-outs and cast-in services to specified locations.
✓
Apply release agent to formwork face following
manufacturers’ specifications.
Learner Activity Workbook CPCCCA3028 Erect and dismantle formwork for footings and slabs on ground V1
CPC Construction, Plumbing and
© ATAR Design. All rights reserved. No part of this work may be produced, published, communicated to the
public or adapted without permission.
Services Training Package
Page 8 of 88
Strip formwork and prepare for reuse.
✓
Strip edge boxing and bracing support sequentially and safely.
✓
Check formwork for re-usability and dispose of damaged components to meet safety and
environmental requirements.
✓
Safely de-nail, clean, oil and store or stack reusable formwork components.
Clean up.
✓
Clean up, meeting all legislative and workplace requirements for safety, waste disposal and
materials handling.
✓
Check, maintain and store tools and equipment and report any faults.
Prerequisite units: CPCCWHS2001 Apply WHS requirements, policies and procedures in the
construction industry
https://training.gov.au/Training/Details/CPCCCA3028
Learner Activity Workbook CPCCCA3028 Erect and dismantle formwork for footings and slabs on ground V1
CPC Construction, Plumbing and
© ATAR Design. All rights reserved. No part of this work may be produced, published, communicated to the
public or adapted without permission.
Services Training Package
Page 9 of 88
Learner Activity Workbook Overview
The content of this Learner Activity Workbook is designed to monitor your learning to provide
ongoing feedback that can be used by your Trainer to improve their teaching, and by you to
improve your learning.
The Learner Activity Workbook incorporates the following tasks, to help you identify your areas of
strength, and target areas of work:
•
Learning Activities
•
Simulated Learning Activities
•
Self-Assessment Questionnaire
This Learner Activity Workbook does not need to be submitted to your T
rainer, however the ‘
Final
Learning
Participation Outcome Record’
sheets for this unit of competency are required to be
submitted as evidence of participation and readiness for assessment.
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Learner Activity Workbook CPCCCA3028 Erect and dismantle formwork for footings and slabs on ground V1
CPC Construction, Plumbing and
© ATAR Design. All rights reserved. No part of this work may be produced, published, communicated to the
public or adapted without permission.
Services Training Package
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Instructions
Learning Activities
•
After each section within this Learner Activity Workbook, there is a series of Learning Activities.
These activities are useful to consolidate your learning, and to identify any areas in which you
may require further learning.
•
You must answer all questions in the Learning Activities.
•
Your answers to these questions will form part of your participation of learning evidence
gathered to determine your readiness for assessment.
•
You must sign, date and submit the
‘
Learning Activities
Record’, once you complete the
Learning Activities.
Simulated Learning Activities
•
The Simulated Learning Activities are to be completed in a simulated learning environment,
under specific instruction by your Trainer.
•
Simulated Learning Activities incorporate case studies, scenarios and lifelike examples, to
support positive learning for the Learner to replicate real experiences that occur in a workplace
setting. Where applicable, scenarios have forms and templates that are provided.
•
To complete the Simulated Learning Activities, the following resources are required:
-
Simulated Policies and Procedures
-
Simulated Work plans, drawings and specifications
-
Learner Activity Workbook
•
Where Simulated Activities require specific resources, these will be listed in the Simulated
Activity task instructions.
•
The Learner must sign, date, and submit the
‘Simulated Learning Activities Record’, once they
complete the Simulated Learning.
Self-Assessment Questionnaire
•
At the end of this Workbook there is a Self-Assessment Questionnaire that you must complete
to show that you are ready to be assessed in this unit of competency.
•
You must answer all questions in the Self-Assessment Questionnaire.
•
Your answers to these questions will form part of your participation of learning evidence
gathered to determine your readiness for assessment.
•
You must sign, date and submit the
‘
Self-Assessment
Record’, once you complete the Self
-
Assessment Questionnaire.
Note: The ‘
Final
Learning Participation Outcome Record’ sheet must be submitted to your Trainer,
before you can commence assessment.
Learner Activity Workbook CPCCCA3028 Erect and dismantle formwork for footings and slabs on ground V1
CPC Construction, Plumbing and
© ATAR Design. All rights reserved. No part of this work may be produced, published, communicated to the
public or adapted without permission.
Services Training Package
Page 11 of 88
Section 1
–
Plan and prepare
Work instructions, including plans, specifications, quality requirements and operational
details, are obtained, confirmed and applied from relevant information to
undertake planning and preparation. Safety (OHS) requirements are followed in
accordance with safety plans and policies
Information includes:
•
Diagrams or sketches
•
Instructions issued by authorised
organisational or external personnel
•
Manufacturer specifications and
instructions where specified
•
Memos
•
MSDS
•
Organisation work specifications and
requirements
•
Plans and specifications
•
Work bulletins
•
Regulatory and legislative requirements
pertaining to erecting and dismantling
formwork for footings and slabs on ground
•
Relevant Australian standards
•
Safe work procedures related to erecting
and dismantling formwork for footings and
slabs on ground
•
Signage
•
Verbal or written and graphical
instructions
•
Work schedules.
Planning and preparation include:
•
Work site inspection
•
Assessment of conditions and hazards
•
Equipment defect identification
•
Determination of work requirements
Planning formwork
Formwork activity should be carefully planned before work starts so it can be carried out safely.
Planning involves identifying the hazards, assessing the risks and determining appropriate control
measures in consultation with all relevant persons involved in the work, including the principal
contractor, formwork contractor, designers and mobile plant operators.
•
A SWMS must be prepared for any high-risk construction work before the work starts
•
A designer of formwork is responsible for the planning and design of the complete structure.
•
Inspections and clearance to load should occur at key stages during the construction of
formwork
•
A competent designated observer should continuously monitor the formwork assembly during
concrete placing operations and be provided with an appropriate communication system to alert
others in case an emergency arises.
Watch the following You Tube video: ‘Formwork to slab’
https://www.youtube.com/watch?v=Ipb5s2KJXhI
Learner Activity Workbook CPCCCA3028 Erect and dismantle formwork for footings and slabs on ground V1
CPC Construction, Plumbing and
© ATAR Design. All rights reserved. No part of this work may be produced, published, communicated to the
public or adapted without permission.
Services Training Package
Page 12 of 88
Safe design of buildings in relation to formwork
Buildability
Building designers, such as engineers and architects, must evaluate a structure's or building's
"buildability" in order to create a design that reduces the risk of damage during construction.
The final concrete structure's design may have a significant impact on the ease of formwork
construction and, as a result, on worker safety during construction. In general, it is safer to create a
more basic and simple final concrete structure.
During the design of any building, a formwork designer should be engaged to provide advice on
how to reduce the risk of injury from formwork activities.
To reduce the danger of damage during the construction of formwork, the following design
solutions could be considered:
•
Reduce differences in floor depth by building a floor with a single consistent depth. Consistent-
depth decks are easier to construct than variable-depth floors, and they lessen the danger of
harm. Deeper beams create ‘drop downs' in the floor, which can provide trip and fall risks, and
also take longer to build and strip after pouring.
•
Where beam forms are essential, lightweight temporary access across the beam recess must be
provided to prevent injury to workers from stepping into the form during construction
•
Reduce the number of columns required and where columns do exist, eliminate capitals and
dropdowns.
•
Precast columns and beams can be used. Fixing reinforcement, building and stripping column
formwork, and pouring concrete on-site may all be done safely using this method. Work tasks
performed in a manufacturing setting are often lower risk.
•
Reduce cantilevered floor sections
•
Plan for manual tasks. Consideration should be given to the suitability of the design of different
formwork systems that will reduce manual handling risks such as:
-
Table forms
-
Systems with lighter weights of materials to be handled
-
Methods of formwork erection, alteration and dismantling
-
Improved access and egress for workers and movement of materials and equipment
-
Methods for moving large and heavy components, materials and equipment i.e. Making
allowances for a crane and other mechanical lifting devices to be used.
Formwork systems
In Australia, formwork systems are generally designed to:
•
AS 3610
–
Formwork for Concrete
•
AS 3600
–
2009 Concrete Structures
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Learner Activity Workbook CPCCCA3028 Erect and dismantle formwork for footings and slabs on ground V1
CPC Construction, Plumbing and
© ATAR Design. All rights reserved. No part of this work may be produced, published, communicated to the
public or adapted without permission.
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Safe formwork design and verification
The safe design of the entire formwork structure is the responsibility of a formwork designer, either
a formwork designer or an engineer. The formwork support structure, the formwork deck, and
connection details are all part of this design.
A formwork designer must provide for all expected loads applied during the three phases of
construction, namely formwork erection, concrete pouring, and after concrete pouring is complete
until the structure is self-supporting, while specifying the design of the formwork system.
This includes loads applied by:
•
The formwork deck, supporting members and formwork frames
•
Any false decks that may be provided
•
Concrete pouring techniques (i.e. Concrete skip or pump)
•
The concrete pour, which includes both the weight of the concrete and dynamic factors
applied, including the concrete pour rate and pour sequence
•
Workers on the formwork deck and false decks
•
Stacked materials
•
Crane-lifted materials on both the complete and incomplete formwork deck
•
Environmental loads, including forces due to water flowing around the formwork. Rain and run
off can have a detrimental effect if not considered by a designer
•
Wind, as detailed in as 1170.2:2011 structural design actions
–
wind actions:
−
Wind loading will vary depending on:
−
The size of form
−
The nature of the form
−
Wind speed
−
Wind resistance (e.g. Screens)
−
Wind direction
•
Wind loading on vertical forms, particularly for external walls, columns, freestanding shutters,
blade walls and any platforms that may be subject to uplift
−
Prior to and during stripping, vertical elements should be adequately braced until the
structure provides enough support against wind loading.
−
An open structure's effective wind loading will be increased if shade cloth is used.
−
The intensity of wind on the structure will be influenced by the construction site's
geographic location. Wind has a smaller impact in built-up or hilly locations.
−
As 1170.2 structural design activities
–
wind actions, it provides four different terrain
categories that a formwork designer should consider, as well as fundamental wind
speeds for various zones in Australia.
Learner Activity Workbook CPCCCA3028 Erect and dismantle formwork for footings and slabs on ground V1
CPC Construction, Plumbing and
© ATAR Design. All rights reserved. No part of this work may be produced, published, communicated to the
public or adapted without permission.
Services Training Package
Page 14 of 88
Formwork design certification requirements
There are two types of formwork systems: basic and non-basic. A basic formwork system can be
certified by a designer, while a non-basic formwork system can only be certified by an engineer.
While this guidance advises that only engineers certify non-basic formwork systems, it is
acknowledged that the majority of the design work can be done by a competent person with
experience in formwork design and documentation (formwork designer).
Certification shall confirm that the formwork meets the standards of AS 3610
–
1995 Formwork for
Concrete and the construction designs for both basic and non-basic formwork systems. This
certification should also attest to the fact that all other formwork and project documents have been
completed to the project's specifications.
Watch the following You Tube video: ‘Erecting formwork’
https://www.youtube.com/watch?v=hN9mkMHmtkI
Basic formwork systems
A basic formwork system is the formwork for a floor, wall or column and includes:
1
Standard formwork frames with established tested weight capacities that are spaced no more
than the recommended distances apart for a regular floor thickness with bearers, joists, and
form board on top
2
Formwork systems that are custom-made and engineered, using proprietary formwork
components and rated load calculations that follow the manufacturer's specifications.
A basic formwork system is limited by the following conditions:
•
The height of the formwork may be up to a maximum of 6 m to the soffit of the new floor from
the supporting floor
•
Walls and columns may not be greater than 6 m free standing from the floor on which the
formwork will be supported to the top surface of the concrete
•
Any back-propping is excluded from basic formwork systems and is to be certified by an
engineer.
A basic formwork system can be certified by either a formwork designer or an engineer. When any
of these characteristics are met, or back propping is used, the system is characterised as a non-
basic formwork system that requires an engineer's certification.
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Non-basic formwork systems
Formwork systems that exceed the description of a basic formwork system are, for the purposes of
this guide, categorised as non-basic formwork systems. For the purposes of this guide, only an
engineer may certify:
•
The design of any temporary or permanent formwork structures categorised as non-basic
formwork systems
•
Any back-propping used for either basic or non-basic formwork systems.
Non-basic formwork systems include formwork structures for any floor, wall or column higher than
6 m, or three frames, or three times the least base width of the scaffold.
Watch the following You Tube video: ‘How to build formwork –
DIY at Bunnings’
https://www.youtube.com/watch?v=-YSH3Z3dyV4
Documentation
The extent of documentation required for any structure may vary depending on the complexity of
the formwork and supporting structure design and the conditions in which it is to be constructed.
The documentation requirements listed below are intended only as a reference for scenarios
involving a complex construction process at a height that is deemed high risk. For some more basic
and lower-risk construction applications, it is envisaged that some documentation sections may be
decreased or omitted.
Formwork drawings
Formwork drawings show the overall layout of the formwork plans, elevations, and sections, as well
as the identification and location of all members and components, such as bracing. On the drawings
or other paperwork, an engineer should indicate the following:
•
Maximum allowable point loading to be applied and any additional propping requirements at any
specific loading area
•
Component types and spacing
•
Maximum jack extensions
•
Bearer and joist timber type, dimensions and spacing
•
Prop sizes and maximum extensions
•
Methods for tying the structure together and spacing between ties (if required)
•
Form ply size, thickness and grade
Where eccentric loading is to be applied to ‘U
-
heads’ (i.e. single bearers are positioned to one s
ide
of the U-head), the formwork drawings must state that this is permitted.
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Other formwork documentation
The following information should be included in the formwork documentation:
•
Any necessary preparation of the foundation such as filling, compaction and drainage
•
Any footing design assumptions, such as foundation material description, safe bearing values,
and settling constraints during formwork erection, concrete placement, and formwork
disassembly. It is also possible to provide references to information sources such as
geotechnical reports.
•
Footing details, such as type and size of footings, soffit level, concrete mix design strength,
reinforcement, site filling or compaction specification and details, and washout precautions
•
Sufficient details to fully describe important or unusual features of the formwork system design,
including design assumptions, particularly those relating to strength, stability and stiffness
•
The areas of the forms designed to carry stacked loads, together with the maximum allowable
load, and the minimum strength of concrete to be achieved prior to materials being stacked
•
Safe work method statements addressing:
−
The erection and stripping of the formwork assembly
−
Methods for securing single or multiple props
−
Methods for field adjustment of the forms prior to and during concrete placement
−
Vertical pour rates in metres rise per hour, including the risks and implications of exceeding
vertical pour rates
−
Sequence of concrete placement, including direction of intended pour on raking or sloping
surfaces (e.g. Car park ramps and minimum elapsed time between adjacent placements)
−
Wrecking strips and other details relating to stripping of the forms
•
Certification of non-proprietary equipment
•
Reference to documentation for proprietary items
•
Where required, location of weep holes, vibrator holes, clean-out holes and inspection openings
•
Acceptance criteria for single use formwork.
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Project documentation
Other project documentation should include the following information:
•
Details of fall and edge protection i.e. Perimeter scaffolding
•
Location of any mandatory joints and any special procedures for locating other joints
•
Details of any inserts, water stops, specially formed shapes or penetrations to be constructed,
the location and details of which are critical to the serviceability of the permanent structure
•
Information on any architectural or structural component details to be cast into the structural
concrete
•
Details of the cambering of any slabs or beams
•
Information about any permanent formwork systems, together with limitations on deflections
and any special requirements for their erection and concreting
•
Limitations on the use of the permanent structure for the restraint of formwork
•
Minimum stripping strength or times, stripping procedures and requirements for health and
safety
•
Detailed information on the effect of pre or post-tensioning procedures on the formwork and
any special procedures to be adopted in the stripping of formwork
•
Details of back-propping that may be required and minimum time intervals between concrete
pours, including requirements for propping of any composite construction
•
For multistorey constructions, requirements for the minimum number of levels of supports in
relation to the type of formwork, the timing and sequence of floor propping, and the expected
duration between the construction of following floors.
On-site coordination & verification
Complex projects necessitate the ongoing and diligent coordination of a skilled management and
supervisory staff. Subcontractors are able to do work in a more orderly, safe, and productive
manner when operations are properly scheduled and organised.
On-site access to formwork, project, and variant paperwork is also required for effective
coordination and technical accuracy. The risk of failure increases when efficient site coordination is
not implemented or when a construction team lacks access to critical technical information.
Coordination and administration
The risk to a person’s health and safety must be considered when designing a work program for
erecting, altering or dismantling formwork. Consideration should be given to:
•
Edge protection requirements and ensuring these are designed and constructed in a timely
manner to be safe to use
•
Sequencing work to ensure that sufficient time and resources are allowed for each work activity
•
Coordinating trades to allow work to be completed free from obstruction.
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Training
Anyone who may be exposed to health and safety risks at work as a result of formwork construction
must be given information and training related to the formwork system in use. Training and
information should include details of:
•
The formwork system, components, tasks and activities
•
The way the manufacturer or designer of the formwork system intended it to be erected,
installed, used, moved, altered or dismantled
•
The range of hazards associated with the formwork system, control measures to minimise
exposure to the risks, the correct use of controls and how to ensure controls are maintained
•
Any special requirements to undertake or participate in specific tasks or activities
•
Any safe work method statements, including the use of mechanical aids and devices
•
The use and maintenance of equipment, including any specific conditions and prohibitions on
its use. Where necessary, reference should be made to operator’s manuals
•
Any special safety information needed, such as safety precautions for working under certain
conditions including hot work or confined space work
•
Personal protective equipment requirements, including instructions for fitting, use, cleaning,
maintenance and storage
•
The availability and content of this industry guidance document.
Safety (OHS) requirements are followed in accordance with safety plans and policies
Work health and safety (WHS) is about ensuring safe and healthy working conditions, and
preventing illness and injury in the workplace. WHS laws set out the obligations of both employers
(your boss) and employees (you). The Australian OHS/WHS legal framework consists of a tiered
hierarchy of Act, Regulation, Codes of Practice and Standards.
Watch the following You Tube video: ‘What does safe at work mean?’
https://www.youtube.com/watch?v=s5OrQjft8zM
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How do you know what safety requirements apply to your workplace?
Recently the old OHS laws have been replaced with the new Work Health and Safety Act. There are
a range of new Codes of Practice, safety standards, regulations and insurance impacts that affect
the workplace. Each workplace will have different WHS requirements that must be met. At the most
basic level an employer is required to provide a safe workplace as reasonably practicable.
You can access your relevant state legislation at
http://www.safeworkaustralia.gov.au
.
Acts, regulations, codes and standards
Duty of Care
All personnel have a legal responsibility under duty of care to do everything reasonably practicable
to protect others from harm by complying with safe work practices, including activities that require
licences, tickets or certificates of competency or any other relevant state and territory WHS
requirements.
This includes:
•
Employers and self-employed persons
•
Persons in control of the work site
•
Supervisors
•
Designers, Manufacturers and Suppliers of plant and equipment
•
Workers/employees/personnel including people from a range of cultural, social and religious
backgrounds and with a range of physical and mental abilities.
•
Sub-contractors
Identify work health and safety hazards, assess risks and implement suitable controls
Acts, regulations, codes and standards
The Australian WHS legal framework consists of a tiered hierarchy of Act, Regulation, Codes of
Practice and Standards.
Acts
Set out general safety requirements
and enforcement policies.
Regulations
Set out safety requirements for
specific industries and tasks
–
what must be done
(i.e. provide safe plant) but give
limited details on
how to make it safe.
Codes of Practices and
Industry Standards
Are guidelines that give examples on
how to carry out the task safely.
They are the minimum standard to
be followed unless an equal or better
standard can be provided.
Acts
Set out general
safety requirements and enforcement
policies.
Regulations
Set out safety requirements for
specific industries and tasks
–
what must be done
(i.e. provide safe plant) but give
limited details on
how to make it safe.
Codes of Practices and
Industry Standards
Are guidelines that give examples on
how to carry out the task safely. They
are the minimum standard to be
followed unless an equal or better
standard can be provided.
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WHS legal pyramid
Elements of the WHS legislation and how the fit together.
List of WHS legislation, regulations and workplace safety authorities
(Current as of January 2019)
Legislation
Federal
Work Health and Safety Act (2011)
ACT
Work Health and Safety Act (2011)
NSW
Work Health and Safety Act (2011)
NT
Work Health and Safety (National Uniform Legislation) Act (2011)
QLD
Work Health and Safety Act (2011)
SA
Work Health and Safety Act 2012
TAS
Work Health and Safety Act 2012
VIC
Occupational Health and Safety Act (2004)
WA
Occupational Safety and Health Act (1984)
Acts
Regulations
Codes of Practice
Australian Standards
Industry Standards and
Guidance Notes
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Regulations
Federal
Work Health and Safety Regulations (2011)
ACT
Work Health and Safety Regulation (2011)
NSW
Work Health and Safety Regulation (2017)
NT
Work Health and Safety (National Uniform Legislation) Regulations
QLD
Work Health and Safety Regulation (2011)
SA
Work Health and Safety Regulations (2012)
TAS
Work Health and Safety Regulations (2012)
VIC
Occupational Health and Safety Regulations (2017)
WA
Occupational Safety and Health Regulations (1996)
List of
‘legislation’ websites (where each jurisdiction ‘stores’ their legislation)
Federal
www.comlaw.gov.au
ACT
www.legislation.act.gov.au
NSW
www.legislation.nsw.gov.au
NT
www.dcm.nt.gov.au
QLD
www.legislation.qld.gov.au
SA
www.legislation.sa.gov.au
TAS
www.thelaw.tas.gov.au
VIC
www.legislation.vic.gov.au
WA
www.slp.wa.gov.au
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Workplace safety statutory bodies
Federal
Safe Work Australia
www.safeworkaustralia.gov.au
ACT
WorkSafe ACT
www.worksafe.act.gov.au
NSW
SafeWork NSW
www.safework.nsw.gov.au
NT
NT WorkSafe
www.worksafe.nt.gov.au
QLD
Workplace Health and Safety Queensland
www.worksafe.qld.gov.au
SA
SafeWork SA
www.safework.sa.gov.au
TAS
WorkSafe Tasmania
www.worksafe.tas.gov.au
VIC
WorkSafe Victoria
www.worksafe.vic.gov.au
WA
WorkSafe WA
www.worksafe.wa.gov.au
Guidance material
Each statutory authority provides a range of guidance material, such as Compliance Codes, codes of
practice, alerts, notes and so on. Often, the guidance material relates to a topic (e.g. PPE) or
industry (e.g. Horticulture, Mining). Search the relevant authority website for either the topic,
industry sector or other suitable term.’
National Code of Practice for Induction for Construction Work
The National Standard for Construction Work [NOHSC:1016 (2005)] (the National Standard), aims
to protect persons from the hazards associated with construction work. This Code of Practice
provides guidance to persons working in the general and residential construction sectors on the
types of induction training that may be needed to provide construction workers with an awareness
and understanding of common hazards on construction sites and how they should be managed.
Read the National Standard at:
https://www.safeworkaustralia.gov.au/system/files/documents/1702/inductionforconstructionwork_
2007_pdf.pdf
Policies and Procedures
An employer should, so far as is reasonably practicable, provide and maintain for employees a
working environment that is safe and without risks to
health. ‘Reasonably practicable’ has regard to:
•
The severity of the hazard or risk.
•
The state of knowledge about that hazard or risk and any ways of removing or mitigating it.
•
The availability and suitability of ways to remove or mitigate the hazard or risk.
•
The cost of removing or minimising that hazard or risk. [OHS Act Vic 20(2)]
This includes:
•
Providing and maintaining plant or systems of work that are, safe and without risks to health.
•
Providing information, instruction, training or supervision necessary to enable employees to
perform their work in a way that is safe and without risks to health.
In order to meet these requirements, policies and procedures should be developed for the
workplace.
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Policies
There may be a need for many workplace policies including general WHS, environmental, workplace
bullying and intimidation, alcohol and drugs, etc. A policy describes:
•
The desired standard
•
A timeframe
•
Management’s commitment to fulfilling the policy
•
What is expected of all employees in relation to the particular issue
What should a policy contain?
•
The health and safety objectives of the business, and how the employer will implement the
policy to achieve those objectives.
•
The WHS roles and responsibilities of managers, supervisors and all people with a role to play in
health and safety.
•
That the policy was prepared in consultation with staff or their elected health and safety
representatives.
•
The policy should be signed off by the business owner and a worker representative, and should
have a date for review. All people affected by the policy should be informed about it.
•
Everyone should easily understand the policy. It may be necessary to translate it into other
languages.
Management should ensure that all people in the workplace are made aware of the policy. Its
contents need to be clearly explained. Everyone should be encouraged to ask questions of the
employer if they do not understand their roles and responsibilities.
Procedures
A procedure sets out step-by-step instructions for how to deal with an activity in the workplace.
Where there are workplace hazards and risks to the health and safety of people, the procedure sets
out what to do at every stage of the activity to avoid accidents and injuries to all people.
To develop a procedure all potential hazards should be considered. The steps should be in the
correct sequence. Developing a safe system of work can be achieved by completing a Job Safety
Analysis. Ensure that all aspects have been considered for the procedure.
Once procedures are in place, workers should be trained to follow the procedures. Ideally, Standard
Operating Procedures will be developed with the involvement of all people from the workplace who
work at the tasks.
Induction
Every employer should have procedures that ensure a new employee is carefully and thoroughly
inducted into the workplace. A variety of policies, procedures and forms may be used during this
process and will be dependent on legislated requirements and individual business needs.
An Enterprise WHS Consultation Procedure and Induction is a good starting point, as it ensures the
importance of WHS and safe work practices are very evident from day one. Employees also have
specific responsibilities:
•
To be responsible for your own health and safety
•
Act in a manner that will not affect the safety of yourself or others
•
Make a constructive contribution to workplace meetings, workplace activities, inspections
•
Raise OHS issues with designated personnel according to organisational procedures
•
Complete daily tasks and operate equipment following designated safe work procedures
•
To never work under the influence of drugs or alcohol
•
Correctly use and look after any Personal Protective Equipment provided
•
Follow all reasonable instructions
•
Participates in appropriate induction and training as required
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For more information visit
http://www.vwa.vic.gov.au/laws-and-regulations/worker-rights-and-
responsibilities
Many organisations cover the responsibilities of employees in their policies, procedures, induction
programs, Standard Operating Procedures (SOPs) and employee handbooks. These documents will
give you some guidance into the expectations, culture and requirements of your workplace.
Hazards and risks
It is everyone’s responsibility to ensure they identify and report hazards and risks in the workplace.
A ‘hazard’ can be anything that has the potential to harm. Hazards can include things like –
equipment or machinery, exposure to electrical currents, heights, loud noise, dangerous chemicals
or substances and so on. A hazard is also known as the ‘source’ of potential harm/injury.
Types of hazards can include exposure to:
•
Chemicals
•
Extreme heat or cold
•
Crushing
•
Unprotected equipment
•
Spillage
•
Infectious material (e.g. asbestos)
•
Lifting and moving equipment
•
Cuts and bruising
•
Uneven or slippery surfaces
•
Moving parts
•
Gas / Fuel
•
Falls from heights
•
Lack of oxygen
•
Contacting with moving parts
•
Electrical installations
A
‘risk’ is the likelihood or level of impact determined when a hazard has been identified. The
important thing to note is that the level of risk is dependent on the hazard and will either increase
or decrease in impact and severity.
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Types of hazards
The three main hazard groups:
1. Physical
•
Noise
•
Electrical
•
Radiation
•
Structural collapse/damage
•
Slips/falls
•
Temperature
•
Holes/trenches
•
Electrical safety work in confined spaces
•
Excavations, including trenches
•
Falling objects
2. Chemical
•
Gas
•
Dusts
•
Inhalation
•
Intoxication
•
Skin exposure to dangerous substances
•
Chemical spills
3. Biological hazards
•
Bodily fluids
•
Viruses
•
Bacteria
•
Blood borne/contracted diseases
•
HIV and other infectious diseases
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Acute and chronic hazards
‘Acute hazards’ are
those that have an obvious and immediate impact e.g. slippery floor where
there is an immediate danger of someone slipping or being injured.
‘Chronic hazards’ have a more hidden, cumulative, long
-term impact e.g. workplace bullying, where
the long-term impact may result in stress or other psychological injury.
Hazard management process:
If you identify a hazard in your workplace you are obliged under the law to report it. Usually your
employer will have a form to be completed. The information required includes; your name, the date
and time, area and your supervisor’s name. You need to describe what happened or the nature of
the hazard. The form also asks you to suggest some possible solutions to the problem.
Identify the hazards
Assess the risks
Implement risk control measures
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Watch the following You Tube video
: ‘
Reducing slips, trips and falls on house construction sites
’
https://www.youtube.com/watch?v=wMqyinvXfZo
Watch the following You Tube video:
‘Moving materials safely around house construction sites’
https://www.youtube.com/watch?v=3RZr6YLQPho
Watch the following You Tube video:
‘Managing waste on house construction sites’:
https://www.youtube.com/watch?v=muzvbOcezDc
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Incident reporting
The following information on incident reporting has been taken from
https://www.safeworkaustralia.gov.au/incident-reporting
Certain sorts of workplace mishaps must be reported to your regulator, according to the model
WHS Act.
Only the most serious safety accidents must be reported to your regulator, and they trigger
requirements to maintain the incident site pending further instructions from your regulator.
Notifiable incidents
Notifiable incidents are:
•
The death of a person
—
whether an employee, contractor or member of the public.
•
A serious injury or illness.
•
A dangerous incident that exposes any person to a serious risk, even if no one is injured.
If a notifiable incident occurs the model WHS Act states that:
•
The regulator must be immediately notified.
•
Written notification must be submitted within 48 hours if requested by the regulator.
•
The incident site is preserved until an inspector arrives or directs otherwise. However, this
doesn’t prevent any action to help an injured person or make the site saf
e.
Call 000 if there is an immediate risk to life.
Refer to your state/territory regulator for further information.
Types of risks
Inherent risk
The combination of likelihood and consequence assigned to a particular
hazard under the assumption that there are no control measures in place.
Residual risk
The risk assessed with the control measures in place. To manage the
residual risk, every effort must be made to ensure the implemented control
measures have taken into account both
the reduction of ‘likelihood’ and
‘consequence’. Residual risk is assessed to ensure the implemented control
measures provide appropriate protection, thereby resulting in an acceptable
level of risk.
Typically, if the residual risk is:
•
Low, then the approval of the relevant supervisor is required prior to the job commencing
•
Moderate/Medium, then the approval of the relevant department supervisor is required prior to
the job commencing
•
High/Extreme, then the approval of the department manager or superintendent is required prior
to the job commencing
If the inherent and residual risks that have been identified, you will then need to assess the
consequences of those risks. Once you have determined the consequences, you can implement
appropriate safety measures/controls
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Risk assessment rating matrix
The risk assessment rating matrix is used to determine the current risk and residual risk for each
identified task and hazard.
Consider the following:
1.
What is the worst possible consequence of this hazard?
2.
What is the likelihood of this occurring?
Consequence
Insignificant
Minor
Moderate
Major
Catastrophic
Likelihood
Almost
certain
High
High
Extreme
Extreme
Extreme
Likely
Moderate
High
High
Extreme
Extreme
Possible
Low
Moderate
High
Extreme
Extreme
Unlikely
Low
Low
Moderate
High
Extreme
Rare
Low
Low
Moderate
High
High
Likelihood
The likelihood or probability of injury, illness or damage occurring is categorised as follows:
Level
Description
Almost certain
Most likely outcome, could occur any time (daily)
Likely
Likely to occur, even 50/50 chance (weekly)
Possible
Might occur at some time (monthly)
Unlikely
Unlikely to occur, but history of the event exists within the industry (yearly)
Rare
Practically impossible, no known history of event occurring, in exceptional
circumstances
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Learner Activity Workbook CPCCCA3028 Erect and dismantle formwork for footings and slabs on ground V1
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Consequence
The consequence for injury and illness is categorised as follows:
Severity
Description
Catastrophic
Multiple fatalities, extensive financial loss, severe business disruption,
severe environmental damage
Major
Fatality, significant financial loss, major business disruption, major
environmental damage
Moderate
Serious injury with a long period (10 days or more) off work and/or
permanent impairment, substantial financial loss, notable business
disruption (more than 1 day)
Minor
Lost time injury but not permanent impairment with less than 10 days off
work, contaminant release contained without outside assistance, notable
financial loss, a slight business disruption (property damage)
Insignificant
Superficial injury or illness such as minor cuts and bruises, first aid
treatment, negligible financial loss, minor property damage, contaminant
release immediately contained
Likelihood
Consequence
Severity
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Risk management priority
Risks will be prioritised and managed as follows:
Priority
Description
Extreme
•
Action to reduce risk is mandatory
•
If work is in progress and an activity is identified as extreme risk
–
cease
work immediately
•
Work will not commence until action has been taken to lower the risk to
another category
High
•
Action to reduce risk is mandatory
•
If work is in progress and an activity is identified as high risk
–
consider
ceasing work
•
Immediate action must be taken or controls implemented to reduce the risk
•
Approval must be obtained from management to continue work
Moderate
•
Action to reduce risk should be taken
•
Action must be based on the Hierarchy of Controls
•
Short-term action can be administrative controls or protective equipment
•
Employees must be made aware of the risk and controls to be taken
•
Plans for further mitigation must be implemented
Low
•
Action to reduce risk should be taken
•
Action must be based on the Hierarchy of Controls
•
Administrative procedures or protective equipment may control the risk
Hierarchy of Control
The Hierarchy of Control outlines the types of controls that can be implemented to mitigate and
eliminate safety hazards.
Effectiveness
Type of control
Example
Most effective
Least effective
Elimination
Discontinue use of product or equipment, and
cease work process.
Substitution
Can the task, process, equipment be
substituted with a less hazardous one?
Isolation
Can the hazard be isolated to prevent
exposure?
Engineering controls
Can the task, equipment, process be
re-designed to reduce the risk?
Administration controls
Provide training, information to employees to
ensure they can work safely.
Personal protective equipment
Equipment provided to place a barrier
between employee and the hazard.
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Personal protective equipment (PPE)
Personal protective equipment is also known as (PPE). Personal protective equipment helps to
protect workers against potential injuries. PPE must be worn according to worksite rules and
regulations.
While the use of PPE is the least effective control because it does not remove the danger, and relies
on the individual to use the PPE effectively, it is necessary to protect workers for many of the tasks
in the construction industry.
Personal Protective Equipment (PPE) comprises a range of clothing and equipment which is worn by
employees, students, contractors or visitors as appropriate to protect or shield their bodies from
workplace hazards. There are many types of PPE that can be considered in categories, based on the
type of protection afforded by the equipment.
Respiratory protection
e.g. disposable, cartridge, air-line, half or full face
Eye protection
e.g. spectacles/goggles, shields, visors
Hearing protection
e.g. ear muffs and plugs
Hand protection
e.g. gloves and barrier creams
Foot protection
e.g. shoes/boots
Head protection
e.g. helmets, caps, hoods, hats
Protection from falls
e.g. harness and fall arrest devices
Skin protection
e.g. hats, sunburn cream, long sleeved clothes
Other protection
e.g. protective clothing for extremely hot or cold environments
Legal requirements related to PPE:
Employer’s obligations
Employee’s obligations
•
Ensure that all workers have personal
protective equipment (PPE).
•
Ensure each item of PPE is appropriate for
each particular workplace hazard.
•
Ensure each item of PPE is appropriate for
each individual worker.
•
Provide training in appropriate use of PPE.
•
Provide additional training to supervisors to
ensure they understand their role in
enforcing the wearing and use of PPE.
•
Ensure all PPE meets the appropriate
standards.
•
Ensure all PPE is cleaned and maintained.
•
Use the protective clothing or equipment in
a manner in which he or she has been
properly instructed to use it.
•
Do not misuse or damage the clothing or
equipment.
•
As soon as reasonably practicable after
becoming aware of any damage to,
malfunction of, or need to clean or sterilise
the clothing or equipment, notify the
person providing the clothing or equipment
and/or your supervisor.
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Signage and barricade requirements are identified and implemented
Formwork construction zone physical barriers
A physical barrier should be provided and maintained to separate the formwork work zone from
other workers. This barrier must be rigid, capable of maintaining its integrity in an upright position
and capable of supporting signage if required.
Watch the following You Tube video: ‘Don’t ignore the exclusion zone’
https://www.youtube.com/watch?v=hteCXzb_pK0
The use of flags and tape or unsupported barriers is not acceptable.
Where the design of the formwork is complex and the profile of the deck is constantly changing,
construction of leading-edge protection may create more hazards than it would control.
In such cases, it may be impractical to provide edge protection, as anyone installing the edge
protection would be exposed to the risk of falls. In some situations, perimeter edge protection must
be installed.
Examples include:
•
Where there is a change in deck height along the side of the deck being constructed, (i.e. A
drop down for a beam) and no joists or form ply have yet been installed at this different height
•
Where a leading edge is to be left unattended and access onto the deck is required by anyone
other than form workers (i.e. The formwork deck has not been barricaded off and marked with
‘keep out’ signs).
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Edge protection on completed decks
The most effective means of providing edge protection on a completed formwork deck is to install
perimeter scaffolding.
Scaffolding is erected prior to the formwork and, therefore, prevents workers falling from the
completed deck. The advantages of this system are that edge protection for installers of the final
perimeter form ply sheets is already in place, there is no requirement to install edge protection on
the perimeter, and no exposure to a risk of falling.
In some rare situations, it may be impractical to provide perimeter scaffolding. In such cases, edge
protection must be installed and the work system used for this installation must include a control
measure against the risk of a fall.
The use of harness systems is discouraged, because it does not provide an adequate level of
protection from injury and is an impractical control for the risk of a fall from height in formwork
erection.
In some situations, edge protection can be substituted with an alternative measure, provided this
measure prevents a person falling from the edge. One alternative is the provision of a barricade,
1.8 m from the edge with clearly visible ‘keep out’ signs
Further guidance on stanchions, guard rails (hand rails) and mid rails for minimum strength and
rigidity is specified in AS 1657 Fixed platforms, walkways, stairways and ladders
–
Design,
construction and installation.
Where scaffolding is over 4 m in height, only licensed and authorised scaffolders may erect,
dismantle or alter the scaffolding. Any scaffolding components that are temporarily removed must
be replaced at the earliest opportunity.
Any gaps between a completed floor and scaffolding, that may exist after the formwork support
system is removed, must be covered where there is a risk of a person or materials falling through.
Watch the following You Tube video: ‘KGUARD deck edge protection system for decked areas’
https://www.youtube.com/watch?v=CVBJSAUSZEo
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Learner Activity Workbook CPCCCA3028 Erect and dismantle formwork for footings and slabs on ground V1
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Formwork should be measured in square meters. So, we can take the surface area of concrete for
the shuttering area.
The form area (Quantity) depends on the surface area of concrete.
Quantity of formwork for slab
Any shape of slab shuttering (formwork) can be found easily.
The shape of concrete surface area is the area of formwork.
Watch the following You Tube video: ‘Slab on ground concrete calculations’
https://www.youtube.com/watch?v=3zF87MsP4PY
Materials
All formwork materials and equipment must be fit for their intended function, fulfil design
specifications, and be developed to comply with relevant Australian Standards. Equipment must be
constructed using a quality assurance system to ensure that it meets the design specifications.
Evidence verifying that form ply sheets and timber bearers conform to Australian Standards should
be kept on-site. Such evidence may include:
•
A purchase order which details the specifications of the form ply sheets ordered
•
Form ply sheets being marked in accordance with Australian standards (see AS/NZS
2269.0:2008 plywood-structural specification).
Materials include:
•
Bolts and nuts
•
Boxing, either timber, metal, masonry,
fibre cement sheeting or reconstituted
timber products
•
Coach screws
•
Metal brackets
•
Nails and spikes
•
Patented metal fasteners
•
Steel tie rods.
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If alternative products, other than timber are used, an engineer should verify that they are
adequate for purpose.
Material storage
The OHS Regulations demand that plant and materials be stacked and stored in a safe manner at
work.
Materials must be stored in such a way that manual job hazards, trip hazards, and the risk of falling
objects are minimised. Smaller parts like U-
heads, couplers, base plates, and ‘Z
-bars' should be kept
in labelled material boxes with safe load limitations (SLL).
To protect materials or anybody accessing them from falling, frames, form ply sheets, bearers, and
joists should be strapped in bundles or stacks and situated away from the edge of the deck.
Wall forms should be piled so that they do not slip or spin away from the surface against which
they are set. An engineer shall ensure that a surface to be used for stacking forms can bear all
imposed loads, including wind loading, in writing.
If no purpose-
built ‘A
-frames' for storing wall forms when not in use are available, it is preferred to
lay them flat on the ground rather than leaning them against other structures. Under forms where
slings are to be used for hoisting, timbers or other appropriate methods of support should be used.
Storage to minimise manual task risks
Incorrect material delivery and storage practices can create significant manual handling risks. Safe
work practices that can assist in minimising these risks include:
•
Assuring that formwork supplies are delivered as close to the job site as possible
•
Designing and establishing a loading platform for ply and other components on a small part of
the formwork deck.
•
Whenever possible, ensure that mechanical assistance are employed to carry loads.
•
Loads should be stored on trolleys to avoid double handling, or on high platforms to avoid
manual raising from the ground.
•
Having enough storage space or laydown places to safely store materials/equipment and avoid
double handling is essential.
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Environmental requirements are identified for the project in accordance with
environmental plans and statutory and regulatory authority obligations, and are applied
Health concerns
Noise
The OHSW Regulations, Division 10
–
Noise, outlines what must be done to protect workers from
the dangers of excessive noise at work. The following are the Approved Codes of Practice under the
OHSW Act:
•
National Code of Practice for Noise Management and Protection of Hearing at Work
•
AS 1270: 1988 Acoustics
–
Hearing Protectors.
The Codes require all workers to be protected from the risk of noise induced hearing loss (NIHL)
during their work. If no engineering solution is available, either ear plugs or ear muffs can be used.
Using hammers on metal during the building or takedown of formwork can result in exceptionally
loud metal on metal impact noises. Because of its high impulsive noise level, such noise might
cause immediate hearing impairment. Other loud noises, such as those produced by a circular saw,
might gradually damage a person's hearing over time if exposed to them on a frequent basis.
The use of the hearing protectors must be enforced where a risk assessment identifies them as the
preferred option to control the risk.
Construction site management frequently requires all workers to wear hearing protection at all
times. Hearing protectors are frequently the sole choice for NIHL protection during formwork
activities.
Dust and atmospheric contaminants
Division 17
–
Ventilation of the OHSW Regulations describes obligations that must be met for
atmospheric contaminants, including silica dust.
While concrete is not a dangerous material in and of itself, formwork procedures can produce large
levels of silica dust. Silica dust is a dangerous substance that is produced when power tools are
used to cut, grind, chip, scrape, crush, or blast concrete. When dismantling building equipment or
doing demolition work, silica dust might be formed to a lesser extent by sweeping or cleaning.
The visibility of dust is not always an appropriate indicator of the level of risk. On building sites or
other earthworks sites, highly visible dust produced by earthmoving equipment is unlikely to contain
harmful quantities of respirable silica dust. Other activities, on the other hand, may produce
dangerous levels of silica dust, even if it is hardly visible.
All reasonable steps must be taken to minimise the exposure to silica dust. Silica dust that is
generated during formwork can be controlled by:
•
Using dust extraction or a wet process as a dust suppressant engineering control
•
Providing respirators (as a last resort) where dust is likely to exceed permissible levels.
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Housekeeping
–
access and storage
Formwork construction creates a dynamic work environment with limited access through frames
and formwork supports, as well as enormous amounts of material and trash. As a result, it is
necessary to review housekeeping procedures on a regular basis in order to maintain a safe and
productive workplace.
Include cleanliness as an important part of any job, whether through work instructions, regular
workplace inspections, or site/task induction training. Instructions should provide time and
resources for cleaning up work areas in stages to avoid trash and redundant materials becoming a
trip hazard and to allow safe access for mechanical aids.
Access and egress
Division 1
–
Access and egress
–
of the OHSW Regulations requires that there be unobstructed
access to and from the workplace.
For the safe transportation of supplies, equipment, and anyone on-site, clear access is essential.
Access points should be clearly marked, and anybody on site should be directed to utilise them. Any
trash, plants, or items must be kept out of the access paths.
Green hazard tape/bunting or other visual approaches can clearly highlight where access ways are
situated in particular scenarios. This is especially critical when formwork frames are used to gain
access.
Emergency access and egress must be provided to all parts of the workplace. The following
situations should be considered:
•
Stretcher access and egress
•
People carrying tools and equipment
•
Use of stairs
•
Provision of two means of egress at all times
Environmental requirements
Environmental requirements include:
•
Clean-up protection
•
Noise and dust
•
Vibration
•
Waste management.
Fibre-cement sheets are made without the use of asbestos. However, a carpenter may be called
upon to work on remodelling or repair jobs where asbestos sheeting may be present. Eaves lining
was traditionally made of asbestos sheeting, and a tradesperson may encounter asbestos sheeting
on a regular basis while working on remodelling or repair projects.
A work-safe tradesperson will explore the most up-to-date methods for thoroughly and properly
removing this hazardous material (for more information, check your state's work safety authority
website or offices).
All construction projects have the potential to have a detrimental environmental impact. More than
a third of landfill waste comes from the construction industry, and the majority of what is discarded
could be reclaimed.
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Even though setting out tasks have a relatively low impact on the environment, you’ll still need to:
1
Remove general waste
2
Discard, reuse or recycle any materials you use
3
Use dust suppression techniques if the ground is significantly disturbed
4
Make sure your clean-up procedures and products do not damage the environment.
You must be aware of your responsibilities with regard to the requirements of your state or territory
Regulations and any existing site environmental management plan (EMP).
Environmental protection requirements
Environmental protection requirements are part of every worksite
–
regulations/requirements are
important to consider during the planning and preparation stage because you need to be aware of
what type of work you are allowed to perform in the physical environment by law.
Environmental regulations provide a guideline on what you can or can’t use, for example, using
certain chemicals as they have a negative impact to both the physical environment and on human
health. Another example is the way in which waste should be disposed of in order to avoid the
adverse effects that waste can have on the environment.
Make sure you check with your supervisor about what environmental issues need to be managed
during your work. All environmental details should be liste
d in an ‘Environmental Management Plan’
for the site. It can include details for:
•
Waste management
•
Water quality protection
•
Stormwater management
•
Noise control
•
Vibration control
•
Dust management
•
Clean-up management
There are various environmental protection regulations that are applicable. These include:
•
Environment Protection (Residential Noise) Regulations 2008
•
Environment Protection (Industrial Waste Resource) Regulations 2009
•
Pollution of Waters by Oil and Noxious Substances Regulations 2012
Violations to these regulations can be reported to the Environment Protection Authority Victoria
(EPA), to the local council, police etc.
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Resource efficiency and waste minimisation
Recycling processes and procedures help to minimise negative impacts upon the environment by
saving the earth’s resources (oil, soil, water). Recycling reducing how much energy we consume, in
addition to reducing pollution and minimising the effects of global warming. Always reuse and
recycle materials where possible. See below for some examples of how materials can be reused:
Concrete
•
Can be washed and used on other projects
•
Can be crushed and reused for road fill
Bricks/Tiles/Glass
•
Can be cleaned and/or sold
•
Can be crushed and used as gravel, aggregate or road fill
Aluminium/Plastics
•
Can be recycled into new products
•
Can be used on other projects
•
Can be sold or made into a new product
Timber
•
Salvaged timber and wood products can be reused and recycled
•
Timber can be re-milled, de-nailed, sawn to size and turned into new
timber products
If materials can’t be recycled, it is important to dispose of the waste safely and appropriately.
Placing signage around the workplace is a good way to remind others to recycle and to dispose of
materials and waste appropriately. It is always important to follow your organisational policies for
waste disposal.
Re-use and disposal of soil
Excess soil refers to the soil that has been excavated which either cannot or will not be reused at
the site where it was excavated. EPA Victoria provides guidance on the appropriate re-use or
disposal of excess soil to mitigate and avoid adverse effects on human and environmental health.
Soil has the potential to contain contaminants such as chemicals and asbestos. Contaminated soils
cannot always be reused
–
disposal methods adopted depend on the nature of the contaminated
material. Some types of contaminated soils must either be disposed of offsite and professionally
treated.
For further information on the re-use and disposal of soil, visit
https://www.epa.vic.gov.au/for-
business/new-laws-and-your-business/manage-waste/waste-classification/managing-waste-soil
Project Environmental Management Plan
An EMP details the environmental management requirements to be followed. EMP should include:
•
The requirements for environmental management during the planning, implementation,
evaluation and review of construction activities
•
The responsibilities for implementing this EMP
•
The Project Delivery Standards (PDS) including environmental controls to ensure that project
objectives and targets are achieved
•
An overview of the environmental monitoring programs and contingency plans and associated
management actions
•
The transition arrangements from construction phase to operations
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Learning Activities Section 1
1.1 What is involved in the planning process?
1.2 What are explained in formwork drawings?
1.3 List 10 tools and equipment used to erect or dismantle formwork.
1
2
3
4
5
6
7
8
9
10
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1.4 List 6 materials that may be used for formwork.
1
2
3
4
5
6
Learner Name:
Learner Signature:
Date:
____/____/____
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Section 2
–
Erect formwork
Design of footing and/or slab on ground is identified from job drawings and
specifications, and is checked to be in accordance with legislation, regulations and
codes of practice
Slab on Ground and Footing Design
The design of a floor/footing for a residential building necessitates an understanding and
consideration of a wide range of elements, including architectural, environmental, and material
considerations. The first, and arguably most important, concern is to disperse vertical loads from
the building to the foundation and guarantee that the superstructure of the building functions well.
The BCA mandates that all structures, including domestic structures, meet the Performance
Requirements. The Approving Authority, which could be a local council or a private certifier, certifies
that the plans meet the BCA's standards. This often indicates that the details meet the applicable
Australian Standard.
When an alternate solution is presented, however, it must be demonstrated that it meets the
Performance Requirements. This can be time consuming, which is why most people opt for the
deemed-to-satisfy option. As a result, the Guide adopts AS 2870, i.e. the deemed-to-satisfy
approach.
Local Authorities do not always require an engineer to be involved in the design of domestic
slab/footings. Nevertheless, the engagement of an engineer to prepare the design is recommended.
Note that this usually means that the engineer will not need to create a one-off design, but will
instead rely on engineering knowledge to determine the site classification, choose from the
floor/footing options listed in AS 2870, and determine appropriate beam layouts and details.
Watch the following You Tube video: ‘Residential foot design overview’
https://www.youtube.com/watch?v=6d8V7nomEas
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Formwork is set out to requirements of drawings and specifications
Installation
In most cases, a skilled subcontractor working for the builder should supply and assemble the
formwork. Although the temporary structure's workmanship and safety will be the responsibility of
the subcontractor, the builder must ensure that his work complies with the specification, working
drawings, and appropriate Australian standards.
The requirements for formwork are:
Strength
During steel fixing, concrete installation, and following early placement of
building components on the constructed slab, to sustain permanent and
imposed actions (dead and live loads) (stacking, etc).
Stability (bracing)
To offset eccentric loads caused by concrete laying as well as lateral, wind,
earthquake, and impact loads.
Grout-tightness
To avoid the loss of grout and particles from the concrete and, as a result, to
generate a surface suitable for the soffit finish specified.
Watch the following You Tube video: ‘Concrete forms –
forming concrete with wood forms’
https://www.youtube.com/watch?v=yD4xNFDZvcA
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Steps for erecting formwork:
•
Select fasteners and fixings making sure
they’re strong enough and they will be able to hold the
form in place.
•
Construct and erect formwork shutters and/or edge boxing. Edge boxing
–
is basically used for
paving jobs i.e. driveway, path, shed, slab. Shutters are used to support slabs and formwork
with extra depth
•
Install block outs and cast in services. Block outs are attached to form to allow you to put in
services at a later date.
•
Apply release agents according to manufacturer specifications. A release agent is used when
applying stamped / slate impression concrete. Can be either liquid or powder form. Form oil
should be applied to the inside of the formwork to stop it sticking to the concrete and thus
make removal easier. Coat before the reinforcement is put in place.
•
Formwork must be erected according to plans and specifications.
•
When forming steps, it is critical to check and recheck the elevations
Watch the following You Tube
video: ‘Erecting conventional formwork’
https://www.youtube.com/watch?v=r7BHGIvGe8g
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Levelling
•
The principle of levelling is to transfer a given height from one point to another point, or to
compare the height of one mark to the height of another mark
•
There are many different types of leve
ls, ranging from laser, automatic and ‘dumpy levels’ which
require tripods and staffs
•
Levelling involves adding or removing materials to create a specific height or grade
•
Levelling ensures that the concrete surface is flat and smooth; it also checks that the correct
amount of concrete has been used
Always refer back to the plans and specifications to confirm measurements. Guidelines for
documenting measurements are detailed in the worksite and organisational requirements.
Levelling equipment
Levelling equipment must be checked regularly and calibrated generally every 12 months to
maintain accuracy of the equipment. Any faults that are identified with levelling equipment must be
reported to your supervisor immediately. When faults are found, previous levels must be checked
and confirmed.
Two-peg test
The two-peg test is a method for checking that an automatic level and laser level are providing
accurate readings.
The levels should be checked on at least two pegs at the start of the level run. This is based on the
height of the instrument. The same answer should be calculated from each of the two pegs based
on the same height of the machine. Often, known points are used, e.g. benchmark or control line
pegs with predetermined heights.
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Fixing and fasteners are selected consistent with construction requirements of the job
Selecting fixing and fasteners for formwork
•
Fixing is the act of holding and securing an object in place (sometimes called the fixing
method); and
•
Fastener is the holding down and securing connectors used for fixing (sometimes called the
fixing device).
Fastenings
The term fastening applies to a wide range of nails, staples, screws or nuts and bolts that are
driven with a hammer, pneumatic gun, screwdriver or spanner. There are three main groups of
fasteners:
1
Nails and Staples
2
Screws
3
Special Fasteners
Watch the following You Tube video: ‘4 methods of building concrete formwork’
https://www.youtube.com/watch?v=KBJdhjxy-q0
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Nails and Staples
Nails and staples are generally cylindrical in shape. Nails have one end pointed and the other end
enlarge to form a head, which prevents them from being driven in too deeply or bring pulled
through the material.
Factors required to identify, classify and order nails are as follows:
•
Accepted trade name and general
description
•
Length and diameter
•
Shape of head or any special features of
the shank
•
Protective surface plating, or type of non-
ferrous metal
•
Suitability, including strength, appearance
and durability.
Main types and uses include:
•
Bullet or Jolt head
•
Flat head or case
•
Panel pins
•
Clouts
•
Lattice head
•
Duplex
•
Particleboard
•
Collated framing nails
•
Collated finished nails
•
Staples
•
Screws
There are many head types available for many different uses. These include:
•
Countersunk head
•
Round head
•
Raised head
•
Coach screws
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In domestic, industrial and commercial construction, nails are the most commonly used and
economical of all fasteners.
Nail Types (AS 2334)
Source: AS 2334 Steel nails - Metric series
https://infostore.saiglobal.com/en-us/standards/AS-
2334-1980-124763_SAIG_AS_AS_262500/
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Screw types
Source: AS 2334 Steel nails - Metric series
https://infostore.saiglobal.com/en-us/standards/AS-
2334-1980-124763_SAIG_AS_AS_262500/
Performance
When comparing the jointing performance of fasteners of equivalent diameters:
•
Nails generally have the advantage in terms of lateral load-carrying capacity
•
Screws have better axial withdrawal resistance
•
Dowel joints, in the form of timber dowels or through bolts, provide significantly higher load
carrying capacity.
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Formwork shutters and /or edge boxing are constructed and erected to site
requirements and specifications
Formwork shutters and edge boxing includes edge rebates.
Edge rebates
–
Purpose
Edge rebates must be provided in the edge-stiffening beam whether the exterior walls are masonry
veneer or full masonry. A check out from the edge beam creates a ledge for the brick to rest on
that is lower than the slab's top. This is a precautionary measure to keep surface run-off water out
of the structure.
The rebate must be flashed, and weep holes in the masonry must be provided. To allow water to
drain out and away from the wall and slab, the weep holes must be spaced at a minimum of 1.2
metres apart.
Source:
https://forum.homeone.com.au/viewtopic.php?f=18&t=96689
Watch the following You Tube video: ‘How to do concrete garage rebate’
https://www.youtube.com/watch?v=Pm3XItWzDbA
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Formwork support is braced to job requirements and specifications
Reinforcement
The steel found in many concrete structures is called reinforcement. Reinforcement helps concrete
resist tensile and shear forces, and helps control cracking in concrete.
Normal concrete
Reinforced concrete
HIGH compressive strength
VERY HIGH compressive strength
VERY LOW tensile strength
VERY HIGH tensile strength
VERY LOW shear strength
VERY HIGH shear strength
Compressive, tensile, and shear forces all act when a load is applied. Concrete has a high resistance
to compression but is rather weak in tension. In all forms of concrete structures where tensile or
shear pressures may crack or shatter the concrete, horizontal and/or vertical reinforcing is applied.
Horizontal reinforcement aids in the resistance to tensile forces. Vertical reinforcement aids in the
resistance to shear forces.
Vertical reinforcement
The correct placement of reinforcement and ensuring that it remains in place during concrete laying
are critical to the structure's performance. In the blueprints, the position of reinforcement will be
shown. The number of bars, bar lengths, bends, and placements will all be indicated on the
designs.
To effectively resist compressive, tensile, and shear pressures and assist control cracking,
reinforcement must be installed in the proper position. The reinforcement in trenches and slabs is
supported by bar chairs, and it must be tightly fastened to the chairs so that it does not move when
concrete is poured around it.
The reinforcing bars and mesh should be placed in such a way that there is adequate space
between them for the concrete to be placed and compacted. Reinforcing bars must be fixed in place
so that they do not move during the pouring of concrete. Tie wire is used for this.
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Reinforcement resting on a bar chair
Securing reinforcement with tie wire
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Tie wire fixings
The diagram below demonstrates various types of tie wire fixings.
Source:
http://www.tpub.com/steelworker2/78.htm
Watch the following You Tube video: ‘Semi
-
automatic rebar wire twister tool’
https://www.youtube.com/watch?v=ExFB-mbvt9k
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Snap Tie or Simple
Tie:
The wire is simply wrapped once in a diagonal way around the two
crossing bars, with the two ends on top. With a pair of side-cutters, twist
them together until they are very tight against the bars. The wire's loose
ends are then snipped off. This tie is mostly used on floor slabs.
Wall Tie:
This tie is constructed by running around the vertical bar about 1 1/2
times, then diagonally around the intersection, twisting the two ends
together until the connection is tight but not broken, then cutting off the
extra tie wire. On light vertical steel mats, the wall tie is employed.
Double-Strand
Single Tie:
This tie is a twist on the classic tie. It is particularly well suited to heavy
tasks.
Saddle Tie:
The wires are carried squarely or diagonally around the crossing bar, with
the ends twisted together and cut off, after passing halfway around one
of the bans on either side of the crossing bar. This tie is worn in unusual
places, such as on walls.
Saddle Tie & Twist:
This tie is a spin-off of the classic saddle tie. The tie wire is wrapped
completely around one bar, then squarely across and halfway around the
other, on both sides of the crossing bars, before being twisted either
squarely or diagonally across. For heavy carpets that will be lifted by a
crane, the saddle tie with twist is employed.
Cross Tie/ Figure-8
Tie:
This type of tie has the advantage of causing little or no twist in the bars.
The reinforcement must be placed so there is enough concrete covering it to protect it from rusting.
Both the concrete cover and strength should be shown in the plans. To help control the width of
cracks, or their location, there must be a strong bond between concrete and reinforcement. This
allows the tensile forces to be transferred to the reinforcement.
Watch the following You Tube vi
deo: ‘Semi
-
automatic rebar wire twister tool’
https://www.youtube.com/watch?v=ExFB-mbvt9k
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Types of reinforcement
Two types of steel reinforcement used are mesh sheets or individual bars.
1
Bars are normally deformed, while mesh may be made from either smooth or deformed bars.
Typical bar diameters are 12, 16, 20 and 24 mm.
2
Typical mesh sizes are SL42, 52, 62, 72 and 82. The SL stands for Square mesh Low Ductility
and the numbers also have meanings. For example, for SL42 the 4 is the nominal wire size
(mm) and the 2 refers to the wire spacing (200 mm).
Watch the following You Tube video: ‘Why concrete needs reinforcement’
https://www.youtube.com/watch?v=cZINeaDjisY
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Preparing for reinforcement placement
•
Check formwork for completion and conformity so that reinforcement can be placed
•
Cut and bend the reinforcement bars to the required set out and detailed in the
plans/specifications
•
Cut reinforcement sheets to the required sizes
•
Attach stiffening rods to the panels as required to facilitate the handling process
•
Locate bar chairs/spacers to requirements of reinforcement schedule and plans/specifications
Complete formwork and reinforcement for a footpath
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Termite barriers
Concrete slabs should be planned and manufactured in compliance with Australian Standards to
have little shrinkage cracking and hence pose a low termite risk. Joints, penetrations, and the slab's
edge all need to be handled.
The termite barrier is made up of concrete slabs. Termites, on the other hand, may be able to get
access to timber framing around the slab's margins, around service pipes and plumbing fixture box-
outs, or through naturally occurring fractures in the concrete.
The bulk of termite infestations happen along the building's perimeter. The presence of termites
can be easily detected by leaving an exposed edge around the perimeter of a concrete slab.
Before the slab is laid, a chemical barrier can be applied; service pipes and the slab's perimeter can
also be protected with stainless steel mesh or graded stone.
Termite prevention systems are designed to reduce termite access while also allowing for easy
detection of termite presence. To keep concrete slabs from breaking and providing a barrier against
termites, proper reinforcing, concreting, and curing procedures must be used.
Watch the fol
lowing You Tube video: ‘TERM Non
-
chemical termite barrier’
https://www.youtube.com/watch?v=42thN8aXt3k
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Block-outs and cast-in services are installed to specified locations
Concrete Forms for Construction
Moulds made of EPS are used to make concrete objects like columns, counter tops, and sinks. It
can be used to make parapet caps and other shapes that demand more intricacy than other
materials can easily or affordably provide.
Concrete Block-outs
For tilt-up wall panels and vertical poured in situ applications, concrete block-outs are commonly
composed of EPS. The EPS has the requisite compression strength to support the weight of wet
concrete, and the pieces are pre-cut and ready to use when delivered to the jobsite. The EPS may
be readily removed once the concrete has hardened.
For further information on concrete forms and block-outs, go to
https://universalconstructionfoam.com/products/concrete-forms-and-block-outs/secant-forms/
Watch the following You Tube video: ‘Concrete blackout’
https://www.youtube.com/watch?v=qkXeKck6E4Q
Casting
Accurate positioning of services and inserts is critical. Cast-in services require that:
•
All plumbing be silver soldered with minimum joins, or other system with proven durability used
•
Services conduits be oversized and provide access points for future upgrading or maintenance
•
The plan of the services layout be retained for reference to avoid potential future damage
•
All plumbing and particularly hot water lines be lagged to allow for thermal expansion and
movement, and prevent heat loss
•
The window supplier be notified that windows are for precast openings and must conform to
precise dimensions
•
Precast window formwork and templates be accurate, square and sized to supplier’s dimensions
•
Rebates or cast-in flashing details are well resolved
•
Adequate curing times be allowed for on-site pours
•
The concrete strength be certified at pour and before lifting (slump test and test cylinders).
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Formwork
While dependent on the precast contractor, accuracy levels with precast systems are usually
extremely high due to the quality of reusable formwork and workshop conditions.
A slab not perfectly level, or twisted or warped, can have a problem with tilt-up. Formwork frames
must be absolutely square to ensure clean, tight corner junctions and plumb walls.
Release agents are applied to formwork face, where specified, to manufacturer
specifications
Concrete Formwork (Shuttering) Releasing Agents
Releasing agents are coatings that are placed to the formwork surface prior to concreting in order
to make the formwork or shuttering easier to remove. If the look of the concrete surface is
significant, special attention should be paid to the shuttering's finish surface. All faults on the ‘form'
surface, such as vibrating poker, variable characteristics in form-face material, and marks of
unequal water absorption in lumber, will be reflected in the finished concrete surface.
A compressed air hose should be used to sweep up loose wire and debris before pouring the
concrete. Steel particles should be eliminated since they will corrode and tamper with the concrete's
final surface.
Watch the following You Tube video: ‘How to use EFCO form release by NOx
-
Crete’
https://www.youtube.com/watch?v=rNfmf3GJ1Z4
Functions of Releasing Agents
•
Most important function of Releasing Agents is to permit easy removal of shuttering. Apart from
this some major functions and advantages of using releasing agents includes:
•
Reduce the incidence of blowholes
•
Deliver the recommended surface finish for the concrete member cast.
•
Reduce the loss of water from the concrete due to absorption in case of timber forms
•
Reduce leakage of water and moisture during curing of concrete.
•
They protects the form work and make the reuse of shuttering possible.
•
Helps in reducing cracks due to internal restrains.
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Types of Release Agents with Merits
There are several vendors and different types of release agents on the market. Surfactant oils,
chemical release agents, and mould cream emulsions are the most beneficial of these oils. As a
result, the site engineer should be aware of which one to employ and which is appropriate for the
project. Below is a summary of the benefits of several types of releasing agents.
Chemical Release Agent
These are light oils based on volatile oils that dry on the surface, leaving a thin water-resistant
coating on the shuttering that protects the form from rain. Chemical Agents have the following
benefits and facts:
•
It can be used for all types of formwork.
•
It doesn’t leave any oily film after it is dry, giving a safer surface to walk on unlike an oily film.
•
Release agent does not stick on operatives’ footwear preventing accidental coating on rebars.
•
More rate of coverage than conventional oils.
•
It is expensive for a given volume but can be economical based on the application method.
Mould Cream Emulsion
Except for steel formwork, cream emulsions can be widely used for all types of shuttering. It has to
be mixed thoroughly before using and dilution is not allowed.
•
Recommended for absorbent surfaces such as timber form.
•
It provides high quality finishes.
•
It can be spray applied
•
Unlike chemical releasing agents it cannot be used for concreting under freezing
•
Shelf life may be limited.
Neat Oil with surfactant
These are general-purpose release agent for all types of shuttering including steel formworks.
•
Over application may cause staining of concrete.
•
Not water resistant and oil film may be washed by heavy rain.
•
Repeated or progressive use reduces the finish and leaves colour changes on finished surface.
•
New and old forms should not be used together.
The appearance of forms made of painted wood and plastics with a shiny surface changes with the
number of uses. Following further applications, these forms yield a lower-quality concrete surface.
A similar look can be achieved with some plastic-faced plywoods. The initial few applications of
these materials might leave the concrete with a very hard, dense, and virtually black surface.
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Learning Activities Section 2
2.1 All buildings, including domestic structures, have to comply with Performance Requirements as
set out in the BCA.
☐
True
☐
False
2.2 Describe the 3 requirements for formwork.
1
2
3
2.3 Name the 3 main groups of fasteners.
1
2
3
2.4 What is the purpose of reinforcement?
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2.5 Describe 6 functions of releasing agents.
Learner Name:
Learner Signature:
Date:
____/____/____
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Section 3
–
Strip formwork
Stripping formwork
The stripping process, like formwork erection, should be done in a systematic, orderly, and
progressive way, taking into account the dangers of falls, falling objects, and manual labour hazards
in the newly enclosed space.
When assessing the risks from stripping formwork consider:
1
The number of people in the stripping crew
2
The sequence of stripping activities
–
this should detail how the frames and other supports
should be removed i.e. How far u-heads are to be lowered
3
Whether the support system will be completely removed in a zone before removing the
formwork deck or whether the supports will be lowered slightly but remain under the form
ply while it is being removed
4
Removing nails and sharp fixings before stacking the components
5
Minimising damage to the components
6
Stacking the formwork components
—
do not obstruct access ways or work areas
7
Formwork components are not dropped or thrown from a building or structure
8
Flatheads are not supporting the ends of bearers
9
When back-propping is required if only a portion of the support system is to be removed,
how structural components will remain in place, and the type and layout of members that
will replace the formwork system are all important considerations.
10
Other special requirements involved in the stripping and or building process e.g. Checking of
back-propping after post-tensioning
11
Providing lighting for the work area and surroundings, and
12
Maintaining housekeeping, removing nails and rejected materials, stacking stripped
formwork and removing tripping hazards e.g. Concrete nails and brace anchor inserts from
the floor.
Formwork should be removed in a systematic manner so that the deck can be gradually eliminated
as a support system. By partially lowering the support system and then dropping the section of the
deck (sheet) onto the support system, form ply can be removed. This eliminates the need to
manually pull plywood sheets from the ground.
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Watch the following You Tube video:
‘Dismantling Formwork’
https://www.youtube.com/watch?v=0kcVIGxKYoE
Edge boxing and bracing/strutting support are removed sequentially and safely.
Formwork stripping is one of the most hazardous operations in concrete construction.
Hazards can include the following
•
Panels and other materials could fall and strike workers during stripping.
•
Stacked materials could fall and strike workers.
•
Workers could fall when formwork breaks free or if forms are being stripped at dangerous
heights.
•
Materials could fall to lower levels and injure workers or pedestrians.
•
Workers can injure their joints, muscles, and bones from reaching, prying, pulling, pushing,
lifting, and carrying heavy forms, panels, and other components.
•
Workers could be struck by loose concrete, rubble, debris, or over-pour left on columns, walls,
and other structures. These hazards could also result in eye injuries.
•
Sharp edges on formwork, protruding nails, snap ties, conduit, and bolts can cause pinches,
cuts, scrapes, abrasions, and other injuries.
•
Poor housekeeping can cause slips and trips.
•
Protruding rebar can cause cuts, abrasions, and impalement
Watch the following You Tube video: ‘Stripping the forms’
https://www.youtube.com/watch?v=w3DnLItCmlI
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Timber components are de-nailed, cleaned and stored or stacked safely for reuse or
removal from site.
Removal times
Formwork may be left in place to help curing. Removal time will vary according to the weather. In
cold weather, concrete will take longer to gain strength than in warm weather, removal times will
therefore be longer.
In mild conditions (around 20°C) 7 days is long enough to leave the forms in place, unless the
concrete is suspended when other considerations apply.
Steps for stripping formwork:
1
Make sure concrete has cured enough to remove formwork
2
Deconstruct formwork in sequence so it does not fall on you
3
Remove edge boxing and bracing/strutting support
4
Clean timbers and stack to avoid twisting and warping
Steel components are cleaned, oiled and stored or stacked to manufacturer's
maintenance recommendations
Steel bars and sections
Steel reinforcement bars and structural steel shall be stored in a way to prevent distortion,
corrosion, scaling and rusting. Reinforcement bars and structural steel sections shall be coated with
cement wash before stacking, especially in humid areas.
In case of long time storage or storage in coastal areas, reinforcement bars and steel sections shall
be stacked at least 200 mm above ground level.
Steel sections shall be stacked upon platforms, skids or any other suitable supports. Bars of
different types, sizes and lengths and structural steel sections shall be stored separately to facilitate
issues in required sizes and lengths without cutting from standard lengths.
Ends of bars and sections of each type shall be painted with separate designated colours.
Tag lines shall be used to control the load in handling reinforcing bars or structural steel when a
crane is used. Heavy steel sections and bundles of reinforcing bars shall be lifted and carried with
the help of slings and tackles.
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Damaged formwork components are safely discarded after stripping
Material handling
There is a high risk of overexertion during stripping and removal of formwork. Reaching, prying,
pulling, and pushing, as well as lifting and carrying, can put considerable strain on joints, muscles,
and bones.
Follow proper lifting and carrying techniques
—
such as keeping feet together to lift and keeping the
load close to the body when carrying. When stripping, be certain
you’re in a stable position and
have firm footing when you pull, push, or pry to remove formwork.
Ensure that workers are not in danger of falling when the piece being removed breaks free. If there
is fall hazard, fall protection must be provided and used.
Formwork components may be subjected to excessive wear, field modification/bending and
straightening. These components must be discarded. Do not try to straighten bent forming
components, discard and replace them.
Also discard any reusable device that has experienced excessive loading, 70% or more, of ultimate
load. Such items may have become brittle
.
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Learning Activities Section 3
3.1 List 8 hazards that may be involved in stripping formwork.
1
2
3
4
5
6
7
8
3.2 Discuss the 4 steps for stripping formwork.
1
2
3
4
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3.3 What may formwork components be subject to?
Learner Name:
Learner Signature:
Date:
____/____/____
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Section 4
–
Clean up
Work area is cleared and materials disposed of, reused or recycled in accordance with
legislation, regulations, codes of practice and job specification.
After every construction project, waste products like timber offcuts and damaged or surplus
materials are left over and must be disposed of appropriately. There are laws which outline how
waste materials should be dealt with and large fines can be issued if these are not followed.
Companies and contractors usually develop policies and procedures to make sure everyone
complies with these requirements.
Facilities for waste management on a worksite or in a joinery workshop may include:
•
General and recycling bins
•
Hazardous material containers and spill kits
•
Dust extraction devices
•
Cleaning supplies.
Recycling materials
Carpentry materials are expensive and it’s good practice to recycle or reuse
leftover material
whenever possible. This also reduces the amount of waste going to landfill
–
important
environmental consideration.
At the end of a task or project, material should be sorted and disposed of, stored or moved on to
the next project accordingly.
•
Leftover materials in good condition and in useable sizes or quantities can be kept for future
projects, if appropriate storage is available.
•
Some used materials can be salvaged but may have to be cleaned or treated first. Timber can
be reused or recycled but must be de
-
nailed before relocating.
•
There are special requirements for the disposal of hazardous waste and information can be
found in safety data sheets (SDSs). For example, CCA
-
treated timber should not be burned, as it
contains arsenic and the fumes are toxic if inhaled. There are laws which restrict the disposal of
asbestos and this is usually carried out by licensed specialists
Cleaning
It’s essential that you clean tools and equipment thoroughly before you put them in storage or
move on to a new project.
Wipe all tools to clear away dust or debris and remove substances like grease or sap. Pay particular
attention to tools that have been used in wet or damp conditions. Clean them with an oily rag to
prevent rust and, if rust exists, remove it with steel wool or a wire brush.
Use compressed air tools such as ‘blow down’ guns to clean dust from tools, but take extreme care.
You should always wear appropriate PPE to avoid injury.
•
Lubricate moving or adjustable parts of tools to allow smooth, continuous operation. Lubrication
reduces friction between moving parts, helps them to last longer and makes the machine more
energy efficient.
•
Remove any fuel left in plant or equipment. Old fuel can go stale and affect performance. It
could also
present a fire hazard if it’s not removed.
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Construction waste management and disposal
According to the ABS, construction and demolition waste may account for a staggering 40% of
what ends up in landfills - with about 80% of that being bricks and concrete.
Obviously, there’s a lot of waste involved in housing construction, especially if an existing house is
being demolished. While serious waste management plans are normally expected for big
commercial and industrial project tenders, the same care’s not
often put into waste disposal for
residential building.
For now, it’s still relatively inexpensive and easy to dispose of general construction waste in
landfills, although this is likely to change pretty dramatically in the near future. Increasing
production costs and regulations that require lifecycle assessments or other energy efficiency
measures for building materials, methods and designs are likely to make residential construction
waste a serious consideration.
Recycling construction waste
Some builders
–
particularly those with a focus on sustainability and efficiency - work to ensure that
materials are recycled and reused. This may include training subcontractors to categorise and
separate waste on-
site before it’s disposed of, to ensure that it go
es to the right places.
Demolishers in particular often do a good trade in reselling things like picture rails, skirting boards,
floor boards, doors, ornate windows and frames, light fittings and so forth, and will often
deconstruct or dismantle to some extent rather than simply demolishing a home.
Minimising waste on construction sites
Builders can also employ various measures to minimise the amount of waste that’s produced in the
first place. Their suppliers have a role to play in this too, either by supplying at the last minute (i.e.
‘just in time deliveries’) to help reduce the amount of packaging that’s needed and the chance of
breakage or spoiling, or by agreeing to take back the materials that are left over.
Builders can also train their subcontractors to use offcuts in other parts of the house to help cut
down on waste too. One of the biggest arguments made for prefabricated housing is that there’s
less waste produced in the first place with this kind of construction.
Skips and waste removal
Building sites will usually feature massive bins (called skips) that are dropped off at the site and
used to collect and remove waste as it’s generated. Rubbish skips are normally stored either on the
building site, or just off the site in a position that won’
t cause a problem to traffic or pedestrians.
Regional limitations
For the time being the cheapest and least complicated option is normally just to fill a skip and throw
everything into a landfill. Having said that, a builder’s ability to do much else with
the waste will
also depend on whether recycling facilities are actually available where the house is being built, and
how willing suppliers are to help reduce waste in the first place.
For more information, ask your builder how waste minimisation and disposal will work on your site.
Hazardous chemicals and dangerous goods
To limit the possibility of an accident, hazardous chemicals and dangerous commodities must be
stored in specific containers. Gas tanks and caustic chemicals are examples of this. Natural
ventilation, specific compartments, electrical earthing, and warning signs are all common features
of these types of containers. These types of containers are normally made specifically so that they
conform to the Australian regulations that determine how these sorts of dangerous materials should
be stored.
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Plant, tools and equipment are cleaned, checked, maintained and stored in accordance
with manufacturer recommendations and standard work practices.
Plant is “any machinery, equipme
nt (including scaffolding), appliance, implement or tool and any
component or fitting thereof or accessory thereto”.
Plant is machinery that processes material by way of a mechanical action which
•
Cuts, drills, punches or grinds
•
Presses forms, hammers, joins, or moulds material
•
Combines, mixes, sort, packages, assembles, knits or weaves material.
Plant also includes lifts, cranes, tractors, earth moving equipment, pressure equipment, hoists,
powered mobile plant, plant that lifts or moves people or materials, amusement structures, high
powered lasers, turbines, explosive powered tools, scaffolds, chisels, saws, photocopiers, desks,
filing cabinets and temporary access equipment.
Plant should be maintained, cleaned and inspected in accordance with the recommendations of the
designer, manufacturer and supplier including all safety features and warning devices maintained
and tested regularly. Where practicable the systems of work (SOP) should involve the stopping
plant before maintenance, cleaning or repairs are commenced and the use of lockout or isolation
devices and permit to work systems.
Where plant is currently in use, supervisors are required to carry out regular inspections to monitor
risks to safety and health.
Tools, plant and equipment
Tools can be expensive and they need to be looked after when a job is completed to ensure that
they remain in good working condition and are safe to use and ready for the next project.
Inspection
Before you start a job you must first check tools and equipment for damage or faults.
For example:
•
With leads and cables
–
check for fraying or exposed wires, bent or loose plugs
•
With cutting edges and blades
–
check whether they are blunt or damaged
•
With metal components
–
look for corrosion or rust.
If you find any faults, attach a repair tag and remove the equipment from use immediately. Report
all faults on a worksite or in a workshop to a store person or supervisor. Damaged tools must be
repaired but this should be done only by trained personnel. Some faults can be fixed only by a
specialist or licensed electrician.
Check the dates on inspection tags to make sure that power tools and extension leads are still safe
to use and in accordance with Regulations. Make a note of upcoming inspection dates
if they’re
likely to occur before the next time the tool is used.
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Maintenance
Regular maintenance helps to preserve the quality of tools, keep them safe and extend their lives.
Doing a little maintenance each time you complete a job or project can prevent costly and
time
-
consuming repairs or replacement.
Maintenance, which should always be carried out in accordance with the manufacturer’s instructions
and guidelines, includes:
•
Sharpening chisels, planes and saw blades
•
Replacing damaged or worn components e.g. blades, belts
•
Cleaning or replacing air filters, etc.
Storage of tools, plant and equipment
Theft is a big problem in the construction industry
–
particularly the theft of tools and construction
equipment. Good quality construction equipment is normally really expensive, and pretty easy to
conceal once it’s stolen.
Likewise, building materials left out in the open on construction sites also have the potential to be
removed late at night by opportunistic thieves.
Many professionals have heavy-duty lockable compartments on their Utes or vans for storing tools,
but huge equipment is sometimes more practical to leave on site. Builders will frequently use a
special lock-up container on the job site to keep goods secure and prevent them from being harmed
by rain or severe weather.
Shipping containers and lock up storage boxes
Perhaps the most practical and common way to keep tools and materials safe on a building site is
to lock them safely away inside a shipping container. These containers come in all shapes and sizes
to suit just about any site, and can be hired or bought and delivered directly to the site as they’re
needed
Special racks are installed in certain shipping containers to store piping and other long goods.
Smaller lockable storage boxes are also available, which can be customised for a variety of uses and
requirements.
Safe working areas
•
You must provide safe access and a safe place of work
•
Don’t just focus on the safety of maintenance workers –
take the necessary precautions to
ensure the safety of others who may be affected by their work, eg other employees or
contractors working nearby
•
Set up signs and barriers and position people at key points if they are needed to keep other
people out
Safe plant and equipment
Plant and equipment must be made safe before maintenance starts.
Safe isolation
•
Ensure moving plant has stopped and isolate electrical and other power supplies. Most
maintenance should be carried out with the power off. If the work is near uninsulated, overhead
electrical conductors, eg close to overhead travelling cranes, cut the power off first
•
Lock off machines if there is a chance the power could be accidentally switched back on
•
Isolate plant and pipelines containing pressured fluid, gas, steam or hazardous material.
•
Lock off isolating valves
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Learning Activities Section 4
4.1 What does safe and efficient materials storage depend on?
4.2 Describe the 2 factors that need to be decided at an early stage in relation to waste
management.
4.3 In relations to the Dos and don’ts of plant and equipment maintenance, what are the 3 things
that should NOT be done?
1
2
3
Learner Name:
Learner Signature:
Date:
____/____/____
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Further Reading
Code_of_practice_-_construction_work (Supplementary document)
NCC 2019 Volume Two (Supplementary document)
Environment Protection Act 2017 (Supplementary document)
https://www.legislation.vic.gov.au/in-force/acts/environment-protection-act-
2017/004
Occupational Health and Safety Act 2004 (Supplementary document)
Model-cop-managing-the-risk-of-falls-at-workplaces
(Supplementary document)
Model-cop-preventing-falls-in-housing-construction
(Supplementary document)
Guide to formwork (Supplementary document)
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Learning Activities Record
Unit of competency
CPCCCA3028
Erect and dismantle formwork for footings and slabs on ground
Instructions for the Learner
By signing the below, I hereby certify that the activities are my own work, based on my personal
study and/or research. I have acknowledged that all materials and resources used have not been
copied in part or whole, or otherwise plagiarised the work of other learning and/or other person.
Instructions for the Trainer
The Trainer is required to complete this Learning Task Record Sheet once the Learner has
completed all requirements for the Learning Activities for this unit of competency, the Learner's
work has been reviewed by the Trainer, and relevant feedback has been provided.
Site:
Learning Activity
Satisfactory
Date
More evidence
Date
Learning Activities
☐
☐
Context detail (Assessor to record)
Attempt 1
____/____/____
Attempt 2
____/____/____
Attempt 3
____/____/____
Appeals:
If you receive a Not Satisfactory result you have the right to appeal. You have three
assessment attempts.
Assessor feedback to learner:
The Assessor must write full feedback to the learner that is
constructive and not generic.
Learner Name:
Learner Signature:
Date:
____/____/____
Assessor Name:
Assessor Signature:
Date:
____/____/____
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Simulated Learning Activities
1.1 As a group, erect formwork for a slab and then dismantle.
Use the following steps to erect formwork to the slab along the outer edges of the building plan
below.
Step 1
Set out the boundary site.
Work from a datum point set by your assessor and use an automatic level to set all string lines level
with the top of the slab.
Step 2
Set out pegs to support the main form. They should be set back the thickness of the form material
and be driven plumb and true to the ground.
Step 3
Drive the pegs into the soil so that they are plumb and true. They must be stable enough to resist
the force of the wet concrete pushing against them.
Step 4
Set the pegs out at 1000
–
1500mm centres.
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Step 5
Calculate the perimeter
The perimeter of the house is the distance around the edge of the building, you find the perimeter
by adding up the sides:
Step 6
The main form will be fixed to the pegs and set out and is fitted 90mm below the string lines.
The stringline should be in line with the face of the main form.
Remove any excess soil to allow the main form to be lowered to its correct height.
Step 7
Fix the main form so it sites below the string line by the height of the outriggers (90mm)
Step 8
Screw or nail through the back of the pegs to hold the form in place.
Step 9
Excavate the edge beams to the specifications provided.
Step 10
Install a second row of pegs opposite those currently holding the form in place. This second row
should be about 700
–
1000mm away and will be used to fix the bracing and the outriggers.
Step 11
Install the outriggers to create the rebate form.
Step 12
Install braces from the top of the outrigger on the inner peg, to the ground level of the outer peg.
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Step 13
Cut the outriggers to a string line and install the edge form to string line.
Step 14
Dig the internal beams and use the fill to level out the pads under the main slab.
Step 15
Level out the pads to a height that brings it to the underside of the finished slab.
Step 16
Estimate concrete volume for the slab
The formwork is in place, the plastic, reinforcing steel and plumbing have been installed, and now
you are ready to pour the concrete slab.
Before you order the concrete for the slab you need to work out how much concrete you require.
To do this, you need to know the volume of the slab.
Now that your formwork is erected you are required to safely dismantle forms and store the
materials and dispose of damaged components.
Learner Name:
Learner Signature:
Date:
____/____/____
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Simulated Learning Activities Record
Unit of competency
CPCCCA3028
Erect and dismantle formwork for footings and slabs on ground
Instructions for the Learner
By signing the below, I hereby certify that the activities are my own work, based on my personal
study and/or research. I have acknowledged that all materials and resources used have not been
copied in part or whole, or otherwise plagiarised the work of other learning and/or other person.
Instructions for the Trainer
The Trainer is required to complete this Simulated Learning Task Record Sheet once the Learner
has completed all requirements for the Simulated Learning Activities for this unit of competency,
the Learner's work has been reviewed by the Trainer, and relevant feedback has been provided.
Site:
Learning Activity
Satisfactory
Date
More evidence
Date
Simulated Learning Activities
☐
☐
Context detail (Assessor to record)
Attempt 1
____/____/____
Attempt 2
____/____/____
Attempt 3
____/____/____
Appeals:
If you receive a Not Satisfactory result you have the right to appeal. You have three
assessment attempts.
Assessor feedback to learner:
The Assessor must write full feedback to the learner that is
constructive and not generic.
Learner Name:
Learner Signature:
Date:
____/____/____
Assessor Name:
Assessor Signature:
Date:
____/____/____
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Self-Assessment Questionnaire
–
Erect and dismantle formwork for footings
and slabs on ground
1. Before you can commence your work, what must you ensure? Choose one.
The right tools and equipment are selected
Tools and equipment are in working order
Tools and equipment operate according to manufactures specifications
All of the above
2. True or false. A stringline is used to determine if material has been spread evenly.
True
False
3. What is the definition of formwork? Choose one.
Formwork is used to avoid falling objects
Formwork is used to prevent overspill of sewer / storm water catchments
Formwork is used to enable concrete to be poured and formed to the correct specifications
Formwork is used to recycle material
4. What must formwork be? Choose one.
Well made
Accurate
Strong
All of the above
5. True or false. Formwork must be placed so that it can be removed.
True
False
6. Planning formwork activity involves which of the following? Choose two.
Identifying the hazards
Overlooking the risks
Making decisions without consultation
Determining appropriate control measures
7. True or false. Removal time of formwork will vary according to the weather.
True
False
8. Which one of the following statements is incorrect?
Levelling involves adding or removing materials
Levelling refers to transferring a given height from one point to another point
Levelling is generally not required on sites
There are many different types of levels, including automatic and ‘dumpy levels’
9. What are two resources that will help you calculate the amount of material that is needed?
Levelling device
Site Plan
Datum
Measuring device
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10. After ensuring that the material is right for the job, which of the following factors will you need
to consider before selecting the material? Choose two.
Availability of material
Weather requirements
Price of material
Weight of the material
11. True or false. A contour is a reference point of known or assumed height to which all other site
levels will refer.
True
False
12. Which of the following correctly defines levelling staff? Choose one.
Levelling staff are employees who have the sole responsibility of levelling
A levelling staff is used with either a laser level or dumpy level to transfer heights from laser to
staff
Levelling staff is a tool used to clean tools and equipment
Levelling staff is a key feature on a site plan
13. What are two points to consider when selecting fasteners and fixings?
Make sure they will be able to hold the form in place
Make sure you select the cheapest fasteners
Make sure fasteners and fixings are strong enough
Make sure they will be able to hold the signage in place
14. True or false. Shutters are attached to form to allow you to put in services at a later date.
True
False
15. What are your responsibilities when cleaning a job site? Choose two.
Dispose of all excess materials that were not used during the project
Ensure the site is clean and free from debris
Ensure tools and equipment are clean and in working order
Bury contaminated soil onsite
16. True or false. Formwork is usually made out of timber and helps support the concrete set by
acting like a type of mould which holds the wet concrete together and enables the concrete to be
formed to the correct specifications.
True
False
17. True or False. A safe work method statement (SWMS) must be prepared for any high-risk
construction work before the work starts.
True
False
18. Which of the following statements is incorrect?
Removal time does not vary according to the weather
In cold weather, concrete will take longer to gain strength
Formwork may be left in place to help curing
In mild conditions (around 20°C) 7 days is long enough to leave the forms in place
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Learner Activity Workbook CPCCCA3028 Erect and dismantle formwork for footings and slabs on ground V1
CPC Construction, Plumbing and
© ATAR Design. All rights reserved. No part of this work may be produced, published, communicated to the
public or adapted without permission.
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19. Which of the following are steps for stripping formwork?
Make sure concrete has cured enough to remove formwork
Construct formwork in sequence so it does not fall on you
Clean timbers and stack to avoid twisting and warping
All of the above
20. True or false. The four-peg test is a method for checking that an automatic level and laser level
are providing accurate readings.
True
False
21. The position of reinforcement will be shown in the plans. The plans will also indicate the
number of:
Positions
Bars and bar lengths
Bends
All of the above
22. Reinforcing bars must be secured in place so as to not move when concrete is placed. This is
done using which of the following?
Jute
Tie Wire
Plastic strips
All of the above
23. True or false. Horizontal reinforcement helps resist tension forces. Vertical reinforcement helps
resist shear forces.
True
False
24. When preparing for reinforcement placement, what are you required to do?
Check formwork for completion and conformity so that reinforcement can be placed
Cut and bend the reinforcement bars to the required set out and detailed in the
plans/specifications
Cut reinforcement sheets to sizes 30cms bigger than the required size
Attach stiffening rods to the panels as required to facilitate the handling process
25. True or false. To help control the width of cracks, or their location (at joints), there must be a
strong bond between concrete and reinforcement. This allows the tensile forces (which concrete
has a very low ability to resist) to be transferred to the reinforcement.
True
False
26. Concrete slabs form part of a termite barrier
–
however, termites may be able to get into timber
framing on the slab edge, around service pipes and box-outs, through cracks in the concrete, or if
there is an exposed edge on the perimeter of the slab. How can the slab be protected?
Graded stone can be placed on the perimeter of the slab
Stainless steel mesh can also be placed on service pipes
Apply a chemical barrier before the slab goes down
All of the above
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Learner Activity Workbook CPCCCA3028 Erect and dismantle formwork for footings and slabs on ground V1
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public or adapted without permission.
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27. True or False. Formwork for a rebated edge can be set up below the top of the slab level. The
rebate form can either be solid timber, or more commonly consist of brackets with a timber edge
board along the inside of the rebate.
True
False
28. Which of the following statements is incorrect?
Levelling equipment must be checked regularly and calibrated generally every 12 months to
maintain accuracy of the equipment
If and when faults are found, all previous levels taken must be checked and confirmed
Levell
ing equipment isn’t cost affective to own as they break all the time so it is better to hire it
Any faults that are identified with levelling equipment must be reported to your supervisor
immediately
29. True or false. Reinforcement must be placed so there is enough concrete covering it to protect
it from rusting.
True
False
30. Formwork must be accurate, strong, and well made. This is necessary so that the concrete will
not leak from the joints, and so that the formwork will not:
Bulge
Dry
Sag
All of the above
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Learner Activity Workbook CPCCCA3028 Erect and dismantle formwork for footings and slabs on ground V1
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public or adapted without permission.
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Self-Assessment Record
Unit of competency
CPCCCA3028
Erect and dismantle formwork for footings and slabs on ground
Instructions for the Learner
By signing the below, I hereby certify that the activities are my own work, based on my personal
study and/or research. I have acknowledged that all materials and resources used have not been
copied in part or whole, or otherwise plagiarised the work of other learning and/or other person.
Instructions for the Trainer
The Trainer is required to complete this Simulated Learning Task Record Sheet once the Learner
has completed all requirements for the Simulated Learning Activities for this unit of competency,
the Learner's work has been reviewed by the Trainer, and relevant feedback has been provided.
Site:
Learning Activity
Satisfactory
Date
More evidence
Date
Self-Assessment Questionnaire
☐
☐
Context detail (Assessor to record)
Attempt 1
____/____/____
Attempt 2
____/____/____
Attempt 3
____/____/____
Appeals:
If you receive a Not Satisfactory result you have the right to appeal. You have three
assessment attempts.
Assessor feedback to learner:
The Assessor must write full feedback to the learner that is
constructive and not generic.
Learner Name:
Learner Signature:
Date:
____/____/____
Assessor Name:
Assessor Signature:
Date:
____/____/____
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Learner Activity Workbook CPCCCA3028 Erect and dismantle formwork for footings and slabs on ground V1
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public or adapted without permission.
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Final Learning Participation Outcome Record
Unit of competency
CPCCCA3028
Erect and dismantle formwork for footings and slabs on ground
The following record must be used to determine readiness for assessment after a Learner has
completed all Learning Activities, Simulated Learning Activities, and the Self-Assessment
Questionnaire, relating to this unit of competency. The overall outcome decision for this Learner
Activity Workbook is to be recorded as either Satisfactory or Not Satisfactory.
Learning Outcome
S
–
Satisfactory
NS
–
Not Satisfactory
Learning Task
CPCCCA3028
1. Learning Activities
S
NS
2. Simulated Learning Activities
S
NS
3. Self-Assessment Questionnaire
S
NS
The overall outcome for this Learner Activity Workbook is:
SATISFACTORY
NOT SATISFACTORY
Assessor comments:
I hereby certify that the Learning Activities, the Self-Assessment Questionnaire, and Simulated
Learning Activities, are my own work based on my personal study.
I declare that I have spent
______ hours
undertaking learning related to this unit of competency.
Learner Name:
Learner Signature:
Date:
____/____/____
Assessor Name:
Assessor Signature:
Date:
____/____/____
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public or adapted without permission.
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