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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
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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:

  • water mains and services buried in ground;

  • waste water under pressure;

  • 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
BSI PD ISO/TR 4191:2014
$198.66