• AS 4139-2003

    Current The latest, up-to-date edition.

    Fibre-reinforced concrete pipes and fittings (Reconfirmed 2018)

    Available format(s):  Hardcopy, PDF 1 User, PDF 3 Users, PDF 5 Users, PDF 9 Users

    Language(s):  English

    Published date:  05-08-2003

    Publisher:  Standards Australia

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    Table of Contents - (Show below) - (Hide below)

    1 - AS 4139-2003 FIBRE-REINFORCED CONCRETE PIPES AND FITTINGS
    4 - PREFACE
    5 - CONTENTS
    6 - FOREWORD
    7 - 1 SCOPE
    7 - 2 REFERENCED DOCUMENTS
    8 - 3 DEFINITIONS
    8 - 3.1 Joint deflection
    8 - 3.2 Rigid pipe
    8 - 3.3 Semi-rigid pipe
    8 - 3.4 Nominal diameter
    9 - 4 NOTATION
    11 - 5 CLASSIFICATION
    11 - 6 MATERIALS
    11 - 6.1 Concrete materials
    11 - 6.1.1 Cement
    11 - 6.1.2 Supplementary cementitious materials
    11 - 6.1.3 Aggregates
    11 - 6.1.4 Water
    12 - 6.1.5 Admixtures
    12 - 6.1.6 Fillers
    12 - 6.1.7 Restriction on chemical content
    12 - 6.2 Reinforcement materials
    12 - 6.3 Joint materials
    12 - 7 FITTINGS
    13 - 8 ELASTOMERIC SEAL JOINTS
    13 - 9 DEFECTS
    13 - 9.1 Cracks
    13 - 9.2 Delamination
    13 - 9.3 Dents and bulges
    13 - 10 DIMENSIONS AND TOLERANCES
    13 - 10.1 Internal diameter
    13 - 10.2 Wall thickness
    13 - 10.3 Pipe length
    14 - 10.4 Squareness of ends
    14 - 10.5 Straightness
    14 - 11 PERFORMANCE REQUIREMENTS
    14 - 11.1 Strength requirement
    15 - 11.2 Hydrostatic testing
    15 - 11.3 Water absorption test
    15 - 11.4 Flexural strength test
    15 - 12 MARKING
    16 - 13 HANDLING AND STORAGE
    16 - 13.1 General
    16 - 13.2 Lifting holes
    16 - 13.3 Lifting elements
    17 - APPENDIX A - PURCHASING RECOMMENDATIONS
    17 - A1 INFORMATION TO BE SUPPLIED BY THE PURCHASER
    17 - A2 INFORMATION TO BE SUPPLIED BY THE MANUFACTURER
    18 - APPENDIX B - GUIDE TO CONCENTRATION LIMITS APPLICABLE TO SOME CONSTITUENTS OF THE BURIED ENVIRONMENT
    18 - B1 SCOPE
    18 - B2 CONSTITUENT LIMITS
    18 - B3 REINFORCEMENT FIBRE
    20 - APPENDIX C - DESIGN PRINCIPLES FOR DETERMINING THE RELATIONSHIP BETWEEN LONG-TERM AND SHORT-TERM PERFORMANCE OF PIPE
    20 - C1 SCOPE
    20 - C2 CLASSIFICATION
    20 - C3 METHODS OF ESTIMATING PERFORMANCE OF PIPE
    21 - C4 CLASSIFICATION OF RIGID PIPE
    21 - C5 CLASSIFICATION OF SEMI-RIGID PIPE
    22 - APPENDIX D - CRITERIA FOR CLASSIFYING A COMPLYING SEMI-RIGID PIPE
    22 - D1 SCOPE
    22 - D2 PRINCIPLE
    23 - D3 DETERMINATION OF MAXIMUM SOIL PRISM LOAD PRESSURE
    23 - D4 DETERMINATION OF MAXIMUM LONG-TERM DEFLECTION
    24 - D5 DETERMINATION OF DEFLECTION AT MAXIMUM LOAD IN RING BENDING
    24 - D6 DETERMINATION OF INSTALLATION FLEXURAL STIFFNESS RATIO
    24 - D7 DETERMINATION OF WHETHER THE PIPE IS SEMI-RIGID
    25 - D8 CERTIFICATION OF SEMI-RIGID PIPE
    25 - D8.1 General
    25 - D8.2 Installation flexural stiffness ratio
    25 - D8.3 Pipe deflection capability
    26 - APPENDIX E - METHOD FOR CRUSH LOAD TESTING OF PIPES
    26 - E1 SCOPE
    26 - E2 PRINCIPLE
    26 - E3 APPARATUS
    26 - E3.1 Loading rig
    26 - E3.2 Timber bearers
    26 - E4 SPECIMEN PREPARATION
    26 - E5 MEASUREMENT OF PIPE DIMENSIONS
    28 - E6 SPECIMEN CONDITIONING
    28 - E6.1 Dry conditioning
    28 - E6.2 Wet conditioning
    28 - E7 PROCEDURE
    28 - E7.1 Positioning of test specimen (see Figure E2)
    28 - E7.2 Application of load
    28 - E8 CALCULATION OF TEST LOAD
    28 - E9 TEST REPORT
    30 - APPENDIX F - LONG-TERM STIFFNESS OF SATURATED PIPE
    30 - F1 SCOPE
    30 - F2 PRINCIPLE
    30 - F3 APPARATUS
    31 - F4 SPECIMEN SELECTION AND PREPARATION
    31 - F5 MEASUREMENT OF PIPE DIMENSIONS
    31 - F6 SPECIMEN CONDITIONING
    31 - F7 INITIAL RELAXATION TEST LOAD DETERMINATION
    31 - F7.1 General
    32 - F7.2 Determination of maximum soil prism pressure to AS 3725
    32 - F7.3 Determination of Initial Deflection to AS/NZS 2566.1
    32 - F7.4 Determination of initial relaxation test load
    33 - F8 SPECIMEN LOADING AND DATA COLLECTION
    33 - F9 CALCULATION OF RESULTS
    33 - F10 TEST FREQUENCY
    33 - F11 TEST REPORT
    35 - APPENDIX G - METHOD FOR DETERMINING THE DRY/WET STRENGTH FACTOR (C)
    35 - G1 SCOPE
    35 - G2 PRINCIPLE
    35 - G3 PROCEDURE FOR DRY AND WET LOAD TESTING
    35 - G4 CALCULATION OF DRY/WET STRENGTH FACTOR
    35 - G5 TEST REPORT
    36 - APPENDIX H - DETERMINATION OF REGRESSION FACTOR (R)
    36 - H1 SCOPE
    36 - H2 PRINCIPLE
    36 - H3 APPARATUS
    36 - H4 SELECTION OF TEST SAMPLES
    36 - H5 PREPARATION OF TEST SPECIMENS
    36 - H6 PROCEDURES
    36 - H6.1 18 failure points procedure
    37 - H6.2 Screening evaluation procedure
    37 - H7 TEST FREQUENCY
    37 - H8 DETERMINATION OF TEST LOADS
    37 - H8.1 18 Failure point procedure
    37 - H8.2 Screening evaluation procedure
    38 - H9 PROCEDURE FOR SUSTAINED LOAD TESTING
    38 - H10 CALCULATION
    38 - H10.1 General
    38 - H10.2 Calculation of regression factor
    39 - H11 SCREENING EVALUATION
    39 - H12 TEST REPORT
    41 - APPENDIX I - METHOD FOR FLEXURAL STRENGTH TEST
    41 - I1 SCOPE
    41 - I2 PRINCIPLE
    41 - I3 APPARATUS
    41 - I4 PREPARATION OF TEST SPECIMEN
    41 - I4.1 Test specimen size
    41 - I4.2 Conditioning
    41 - I5 TEST PROCEDURE
    42 - I6 TEST REPORT
    43 - APPENDIX J - MODULUS OF ELASTICITY OF PIPE
    43 - J1 SCOPE
    43 - J2 PRINCIPLE
    43 - J3 APPARATUS
    43 - J4 SAMPLE SELECTION AND PREPARATION
    43 - J5 MEASUREMENT OF PIPE DIMENSIONS
    44 - J6 SPECIMEN CONDITIONING
    44 - J7 PROCEDURE
    44 - J7.1 Positioning the test specimen and measuring device
    44 - J7.2 Load application
    44 - J7.3 Data collection
    44 - J8 CALCULATION OF MODULUS OF ELASTICITY
    45 - J9 CALCULATION OF STRESS AND STRAIN AT MAXIMUM LOAD
    45 - J10 TEST REPORT
    47 - APPENDIX K - METHOD FOR WATER ABSORPTION TEST
    47 - K1 SCOPE
    47 - K2 PRINCIPLE
    47 - K3 APPARATUS
    47 - K4 PREPARATION OF TEST SPECIMEN
    47 - K5 TEST PROCEDURE
    48 - K6 CALCULATION
    48 - K7 TEST REPORT
    48 - K7.1 General
    48 - K7.2 Records
    49 - APPENDIX L - METHOD FOR HYDROSTATIC PRESSURE TEST
    49 - L1 SCOPE
    49 - L2 PRINCIPLE
    49 - L3 APPARATUS
    49 - L3.1 Pressure equipment
    49 - L3.2 Test ends
    49 - L3.3 Pressure gauge
    49 - L4 PREPARATION OF TEST SPECIMEN
    49 - L5 SELECTION OF TEST PRESSURE AND DURATION
    50 - L6 TEST PROCEDURE
    50 - L7 RECORDS
    51 - APPENDIX M - TYPICAL JOINT CONFIGURATIONS
    52 - APPENDIX N - MEANS FOR DEMONSTRATING COMPLIANCE WITH THIS STANDARD
    52 - N1 SCOPE
    52 - N2 RELEVANCE
    52 - N3 DEFINITIONS
    52 - N3.1 Acceptable quality level (AQL)
    52 - N3.2 Average outgoing quality limit (AOQL)
    52 - N3.3 Batch
    52 - N3.4 Batch release test (BRT)
    52 - N3.5 Inspection level
    52 - N3.6 Material batch
    52 - N3.7 New material formulation
    53 - N3.8 Process verification test (PVT)
    53 - N3.9 Sample
    53 - N3.10 Sampling plan
    53 - N3.11 Test specimen
    53 - N3.12 Type test (TT)
    53 - N4 MINIMUM SAMPLING AND TESTING FREQUENCY PLAN
    53 - N4.1 General
    53 - N4.2 Sampling Rates
    53 - N4.3 Retesting
    54 - N4.4 Rejection after test
    54 - N4.5 AOQL to AQL equivalency
    54 - N5 PRODUCT CERTIFICATION

    Abstract - (Show below) - (Hide below)

    This Standard specifies minimum requirements for pipes and fittings manufactured from fibre-reinforced concrete using standard curing, including autoclaving, for the conveyance of gravity water supply, and stormwater, waste water and sewage drainage.

    Scope - (Show below) - (Hide below)

    This Standard specifies minimum requirements for pipes and fittings manufactured from fibre-reinforced concrete using standard curing, including autoclaving, for the conveyance of gravity water supply, and stormwater, waste water and sewage drainage. Four classes of pipes are covered by this Standard, distinguished on the basis of long-term design load: Class 1, Class 2, Class 3, and Class 4. Other classes of pipe may be designed using the principles described in this Standard. This Standard addresses the effect of creep under load by either, regression analysis of pipe materials (see Appendix H), or long-term stiffness prediction. NOTES: 1 Fibre-reinforced concrete pipe is herein referred to as 'pipe'. 2 The load classes correspond with those of AS 4058. 3 This Standard does not cover the assessment of external service loads to which a pipe will be subjected to in a particular installation. Purchasers should, therefore, satisfy themselves that the class of pipe specified or selected on the basis of this Standard is suitable for its intended application. For buried pipes, reference to AS 3725 is required. 4 Guidance on the information to be supplied by the purchaser at the time of enquiry or order is given in Appendix A. 5 Appendix B provides concentration limits for commonly occurring soil/terrain constituents of the buried environment, but does not provide special requirements for pipes intended for use in environments aggressive to concrete. Where such applications are envisaged, the advice of the manufacturer should be sought.

    General Product Information - (Show below) - (Hide below)

    Committee WS-008
    Document Type Standard
    Product Note Reconfirmed 21/09/2018.
    This standard has been reconfirmed in Australia in 2018 and remains current in New Zealand. Reconfirmation Notice 21/09/2018
    Publisher Standards Australia
    Status Current
    Supersedes

    History - (Show below) - (Hide below)

    First published as AS 4139-1993.
    Second edition 2003.
    Reconfirmed 2018. Originated as AS 4139-1993. Second edition 2003.

    Standards Referenced By This Book - (Show below) - (Hide below)

    AS 4058-1992 Precast concrete pipes (pressure and non-pressure)
    AS/NZS 4058:2007 Precast concrete pipes (pressure and non-pressure)
    AS 2758.1-1998 Aggregates and rock for engineering purposes - Concrete aggregates
    AS/NZS 2566.1:1998 Buried flexible pipelines Structural design
    HB 18.28-2005 Conformity assessment - Guidance on a third-party certification system for products
    AS/NZS 3725:2007 Design for installation of buried concrete pipes
    HB 18.28-1991 Guidelines for third-party certification and accreditation - Guide 28: General rules for a model third-party certification system for products
    AS/NZS 3500.0:1995 National Plumbing and Drainage Code Glossary of terms
    AS 1379-1997 Specification and supply of concrete
    AS/NZS 3582.3:2002 Supplementary cementitious materials for use with portland and blended cement Amorphous silica
    AS/NZS 3500.0:2003 Plumbing and drainage Glossary of terms
    AS 1379-2007 Specification and supply of concrete (Reconfirmed 2017)
    AS 2193-2002 Calibration and classification of force-measuring systems
    AS 3582.1-1998 Supplementary cementitious materials for use with portland and blended cement Fly ash
    AS 2193-2005 Calibration and classification of force-measuring systems (Reconfirmed 2017)
    AS 3582.2-2001 Supplementary cementitious materials for use with portland and blended cement Slag - Ground granulated iron blast-furnace
    AS 1399-1990 Guide to AS 1199 - Sampling procedures and tables for inspection by attributes
    AS 2490-1997 Sampling procedures and charts for inspection by variables for percent nonconforming
    AS 1478.1-2000 Chemical admixtures for concrete, mortar and grout Admixtures for concrete (Reconfirmed 2018)
    AS 1199-1988 Sampling procedures and tables for inspection by attributes
    AS 3582.3-1994 Supplementary cementitious materials for use with portland cement - Silica fume
    AS 3972-1997 Portland and blended cements
    AS 1646-1992 Elastomeric seals for waterworks purposes

    Standards Referencing This Book - (Show below) - (Hide below)

    AS 5200.000-2006 Technical specification for plumbing and drainage products Procedures for certification of plumbing and drainage products (Reconfirmed 2018)
    AS/NZS 3500.2:2018 Plumbing and drainage Sanitary plumbing and drainage
    AS/NZS 3500.5:2012 Plumbing and drainage Housing installations
    AS/NZS 3725:2007 Design for installation of buried concrete pipes
    AS/NZS 3500.2:2003 Plumbing and drainage Sanitary plumbing and drainage
    AS/NZS 3500.2.2:1996 National plumbing and drainage Sanitary plumbing and drainage - Acceptable solutions
    MP 52-2005 Manual of authorization procedures for plumbing and drainage products
    AS/NZS 3500.3:2003 Plumbing and drainage Stormwater drainage
    AS 5200.000-2005 Technical specification for plumbing and drainage products Procedures for certification of plumbing and drainage products
    AS/NZS 3500.3:2018 Plumbing and drainage Stormwater drainage
    AS/NZS 4327:1995 Metal-banded flexible couplings for low-pressure applications (Reconfirmed 2020)
    AS 5100.3:2017 Bridge design Foundation and soil-supporting structures
    AS/NZS 3500.3:2015 Plumbing and drainage Stormwater drainage
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