Standard
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AS 3610.1:2018
[Current]Formwork for concrete, Part 1: Specifications
This Standard sets out- (a) the requirements for the documentation of architectural, structural and construction information necessary for formwork design and construction; (b) architectural requirements and procedures covering the specification of the quality, tolerance, colour, and evaluation of off-form or as-repaired in situ or precast concrete surfaces; and (c) structural requirements that- (i) are critical to the stability, strength and serviceability of the permanent structure during construction and once completed; and (ii) affect the formwork design and construction.
Published: 16/04/2018
Pages: 81
Table of contents
Cited references
Content history
Table of contents
Header
About this publication
Preface
1 General
1.1 Scope
1.2 Application
1.3 Normative references
1.4 Alternative concepts and materials
1.5 Definitions
1.5.1 Administrative definitions
1.5.2 Technical definitions
2 Documentation
2.1 Scope of section
2.2 Project documentation
2.2.1 General
2.2.2 General information
2.2.3 Architectural information
2.2.4 Structural information
2.3 Construction documentation
2.3.1 General
2.3.2 Documentation
2.4 Formwork documentation
2.4.1 General
2.4.2 Documentation
2.5 Proprietary documentation
2.5.1 General
2.5.2 Documentation
3 Architectural requirements
3.1 Scope of section
3.1.1 General
3.1.2 Application
3.2 Classes of surface finish and colour control
3.2.1 General
3.2.2 Notation
3.2.3 Applicability
3.3 Physical quality
3.3.1 General
3.3.2 Critical face
3.3.3 Surface finish
3.3.3.1 Acceptable criteria
3.3.3.2 Evaluation of surface finish
3.3.4 Form face deflections
3.3.4.1 Acceptable limit of form face deflections
3.3.4.2 Evaluation of formed face deflections
3.3.5 Tolerances for concrete surface undulations, steps, flatness and out-of-plumb
3.3.5.1 Maximum tolerances
3.3.5.2 Evaluation
3.3.6 Precast concrete elements
3.3.6.1 General
3.3.6.2 Tolerance classification for precast concrete
3.3.7 Evaluation of precast tolerances
3.3.8 Test panels for physical quality
3.4 Colour control of untreated surfaces
3.4.1 General
3.4.2 Special-class concrete
3.4.3 Acceptable tonal range
3.4.4 Tonal range and gradation
3.4.5 Other colour imperfections
3.4.6 Evaluation of colour control
3.4.7 Test panels for colour control
3.5 Surfaces prior to treatment
3.5.1 General
3.5.2 Tolerances
3.5.3 Colour control
3.6 Repairs
3.6.1 General
3.6.2 Repair technique
3.6.3 Evaluation
3.6.4 Test panels to validate proposed repairs
3.7 Test panels
3.7.1 General
3.7.2 Application
3.7.3 Number of test panels
3.7.4 Test panel design and construction
3.7.5 Evaluation of test panels
3.7.6 Validity of test panels
4 Structural requirements
4.1 Scope of section
4.1.1 General
4.2 Construction loads
4.2.1 General
4.2.2 Post-tensioning and pre-stressing
4.3 Multistorey shoring
4.3.1 General
4.3.2 Method of multistorey shoring
4.3.2.1 General
4.3.2.2 Undisturbed shoring
4.3.2.3 Reshoring
4.3.3 Imposed construction load
4.4 Minimum stripping times and procedures
4.4.1 General
4.4.2 Stripping procedure
4.4.3 Stripping times
4.4.3.1 General
4.4.3.2 Stripping slab or beam soffit forms between undisturbed supports
4.4.3.3 Stripping of soffit forms and removal of supports from under reinforced concrete slabs not supporting structures above
4.4.3.4 Stripping of soffit forms and removal of formwork supports under prestressed concrete slabs and beams not supporting structures above
4.5 Construction sequence
4.5.1 General
4.6 Specific information
4.6.1 General
4.6.2 Composite construction
4.6.3 Permanent form systems
4.6.4 Concrete behaviour
4.6.5 Foundations
4.6.6 Inserts and penetrations
Appendix A
A1 General
Appendix B
B1 General
B2 Blowhole evaluation photographs
Appendix C
C1 Scope
C2 Vertical face formwork
C3 Slab or beam soffit forms between undisturbed supports where contrl samples have been taken
C4 Removal of formwork from under-slabs not supporting structures above
Appendix D
D1 Scope
D2 Classes of surface finish and colour control
D3 Physical quality
D3.1 General
D3.2 Colour control
D3.3 Evaluation of completed work and repairs
D3.3.1 General
D3.3.2 Physical quality
D3.3.2.1 General
D3.3.2.2 Surface appearance
D3.3.2.3 Measurable deviations
D3.3.3 Physical quality of precast concrete
D3.3.4 Colour evaluation
D3.3.5 Repairs
D3.3.5.1 General
D3.3.5.2 Repair technique
Appendix E
E1 General
E1.1 Access platform
E1.2 Adjustable prop
E1.3 Authorities
E1.4 Climbing formwork
E1.5 Collapsible forms
E1.6 Column clamp
E1.7 Design working life
E1.8 Dressed concrete
E1.9 Drop panel
E1.10 Green concrete
E1.11 Hog
E1.12 Structural infill panel
E1.13 Supplementary reinforcement
E1.14 Table form
E1.15 Trapped form
E1.16 Travelling form
E1.17 Upstand
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