BSI PD ISO/TR 4191:2014
$198.66
Plastics piping systems for water supply. Unplasticized poly(vinyl chloride)(PVC-U) and oriented PVC-U (PVC-O). Guidance for installation
Published By | Publication Date | Number of Pages |
BSI | 2014 | 56 |
This ISO Technical Report gives recommended practices for installation of unplasticized poly(vinyl chloride) (PVC-U) and oriented unplasticized poly(vinyl chloride) (PVC-O) pipes, fittings, valves, and ancillaries when used in piping systems conveying water under pressure.
The recommendations are intended to give practical guidance of design and installation of piping systems incorporating pipes, fittings, valves, and ancillary equipment made from PVC materials and used for the following purposes:
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water mains and services buried in ground;
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waste water under pressure;
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conveyance of water above ground for both outside and inside buildings,
for the supply of water under pressure at approximately 20 °C (cold water) intended for human consumption and for general purposes.
This Technical report is also applicable to components for the conveyance of water up to and including 45 °C. For temperatures between 25 °C and 45 °C, Figure 1 of ISO 1452-2:2009 applies.
In addition, recommendations are given for the connection to fittings, valves, and ancillary equipment made from materials other than PVC.
PDF Catalog
PDF Pages | PDF Title |
---|---|
6 | Foreword |
7 | Introduction |
9 | Section sec_1 Section sec_2 1 Scope 2 Normative references |
10 | Section sec_3 Section sec_3.1 Section sec_3.1.1 Section sec_3.1.2 Section sec_3.1.3 Section sec_3.1.4 Section sec_3.1.5 3 Terms and definitions, symbols, and abbreviations 3.1 Terms and definitions |
11 | Section sec_3.1.6 Section sec_3.1.7 Section sec_3.1.8 Section sec_3.1.9 Section sec_3.1.10 Section sec_3.1.11 Section sec_3.1.12 |
12 | Section sec_3.2 Section sec_3.3 3.2 Symbols 3.3 Abbreviations |
13 | Section sec_4 Section sec_4.1 Section sec_4.1.1 Section sec_4.1.2 Section sec_4.1.3 Section sec_4.2 Table tab_1 4 Parameters influencing design 4.1 Allowable operating pressure 4.2 Ring stiffness of pipes |
15 | Figure fig_1 Section sec_5 Section sec_5.1 5 Hydraulic properties 5.1 Loss of head |
17 | Figure fig_2 Section sec_6 Section sec_6.1 Section sec_6.1.1 Section sec_6.1.2 Section sec_6.1.3 6 Assembly methods 6.1 General |
21 | Section sec_6.2 Section sec_6.2.1 Section sec_6.2.2 Section sec_6.2.3 Section sec_6.2.4 6.2 Integral rubber ring joints |
22 | Section sec_6.3 Section sec_6.3.1 Section sec_6.3.1.1 Section sec_6.3.1.2 Section sec_6.3.1.3 Section sec_6.3.2 Section sec_6.3.2.1 Section sec_6.3.2.2 Section sec_6.3.2.3 Section sec_6.3.2.4 Section sec_6.3.2.5 Section sec_6.3.2.6 6.3 Solvent cement joints |
23 | Section sec_6.3.2.7 Section sec_6.4 Section sec_6.4.1 Section sec_6.4.2 Section sec_6.4.3 Section sec_7 Section sec_7.1 6.4 Mechanical joints 7 Storage, handling, and transport of pipes 7.1 Handling |
24 | Section sec_7.2 Section sec_7.3 7.2 Transport 7.3 Storage |
25 | Table tab_j Figure fig_9 Section sec_7.4 7.4 Cold bending on site |
26 | Figure fig_10 Table tab_2 |
27 | Table tab_3 Section sec_7.5 7.5 Anchoring and thrust blocks |
28 | Table tab_4 |
29 | Figure fig_11 Table tab_5 Section sec_8 Section sec_8.1 8 Storage, handling, and transport of fittings, valves, and ancillaries 8.1 PVC-U fittings, valves, and ancillaries are light and easy to handle |
30 | Section sec_8.2 Section sec_9 Section sec_9.1 9 Installation 9.1 Installation below ground |
31 | Figure fig_12 |
33 | Figure fig_13 Section sec_9.2 9.2 Pipe deflection |
34 | Figure fig_14 Table tab_6 |
35 | Section sec_9.3 Section sec_9.3.1 Section sec_9.3.2 Section sec_9.3.3 9.3 Installation above ground |
36 | Figure fig_15 Figure fig_16 |
37 | Section sec_9.3.4 Table tab_n Figure fig_17 Section sec_9.3.5 |
38 | Table tab_7 Figure fig_18 |
39 | Section sec_9.3.6 Section sec_9.3.7 Section sec_9.3.8 Section sec_9.4 Section sec_9.4.1 Section sec_9.4.1___1 Section sec_10 Section sec_10.1 Section sec_10.2 Section sec_10.2.1 9.4 Installation in ducts 10 Commissioning by site pressure testing 10.1 General 10.2 Preparation for test |
40 | Section sec_10.2.2 Section sec_10.2.3 Figure fig_21 Section sec_10.2.4 Section sec_10.2.5 Section sec_10.2.6 Section sec_10.2.7 Section sec_10.2.8 |
41 | Section sec_10.2.9 |
42 | Table tab_p Figure fig_22 |
43 | Section sec_10.2.10 Section sec_10.2.11 Section sec_10.2.12 Section sec_10.3 Section sec_10.3.1 Figure fig_23 Section sec_10.4 Section sec_10.4.1 Section sec_10.4.2 10.3 Test pressures 10.4 Applying the test |
44 | Section sec_10.4.3 Section sec_10.5 Section sec_10.5.1 Section sec_10.5.2 Section sec_10.5.3 Section sec_10.5.4 Section sec_11 Section sec_11.1 Section sec_11.2 Section sec_11.3 Section sec_12 10.5 Interpretation of results 11 Contaminated soil 12 Corrosion protection of metal parts |
45 | Section sec_13 Section sec_14 Section sec_15 13 Pressure surge 14 Usage at lower temperature 15 Fatigue |
46 | Table tab_8 Section sec_16 16 Repairs |
47 | Section sec_17 17 Pipeline detection |
48 | Annex sec_A Annex sec_A.1 Table tab_A.1 Annex A (informative) Classification of soils |
50 | Annex sec_A.2 |
51 | Table tab_A.2 |
52 | Reference ref_1 Reference ref_2 Reference ref_3 Reference ref_4 Reference ref_5 Reference ref_6 Reference ref_7 Reference ref_8 Bibliography Bibliography |