BS ISO 21051:2020
$198.66
Construction and installation of ductile iron pipeline system
Published By | Publication Date | Number of Pages |
BSI | 2020 | 66 |
This document specifies the recommended practices and requirements for the installation of buried and above-ground ductile iron pipeline system conforming to ISO 2531, ISO 7186 and ISO 16631.
The recommended practices in this document are intended to provide the practical advices based on the best methods of construction and installation of ductile iron pipeline system including pipes, fittings, valves and accessories.
PDF Catalog
PDF Pages | PDF Title |
---|---|
2 | National foreword |
7 | Foreword |
9 | 1 Scope 2 Normative references 3 Terms and definitions |
10 | 4 Occupational safety and health requirements 5 Materials in contact with water intended for human consumption |
11 | 6 Input control, transport, handling and storage of pipeline components and inspection 6.1 Input control 6.2 Transport, handling and storage and inspection of pipeline components 6.2.1 Transport 6.2.2 Handling |
13 | 6.2.3 Storage |
17 | 6.2.4 Inspection 7 Coating and lining repairs 7.1 General 7.2 Repair external coating 7.2.1 General 7.2.2 Repair procedure |
18 | 7.3 Repair cement mortar lining 7.3.1 General 7.3.2 Repair procedure cement mortar lining 8 Cutting of pipes and ovality correction 8.1 Cutting of pipes 8.1.1 General |
19 | 8.1.2 Pipe cutting tools 8.1.3 Chamfering of cut edge 8.1.4 Repair of damaged lining and coating 8.2 Ovality correction |
22 | 9 Site preparation and pipe trenches 9.1 Trench width 9.2 Trench excavation and minimum depth of cover 9.2.1 General 9.2.2 Minimum depth of cover 9.2.3 Regulations |
23 | 10 Pipeline protection 10.1 General 10.2 Site applied polyethyelene sleeving 11 Laying of pipes 11.1 Precautions at site before laying 11.1.1 General 11.1.2 Preparation before pipe laying and jointing |
24 | 11.2 Construction of pipe trenches 11.2.1 General 11.2.2 Bedding |
25 | 11.2.3 Trench types |
27 | 11.2.4 Soil types |
28 | 11.3 Safety, protection of property and structures 12 Push-in joints, jointing and anchoring 12.1 Preparations before jointing 12.2 Push-in joints 12.2.1 General |
29 | 12.2.2 Push-in joint assembly for the pipes |
35 | 12.2.3 Jointing of push-on fittings 12.2.4 Jointing of fittings by jointing tackle (assembler) |
36 | 12.2.5 Jointing of fittings by winch method 12.2.6 Maximum joint deflection and laying length |
37 | 12.2.7 Inspection of the joint |
38 | 12.2.8 Dismantling of Joint 12.3 Mechanical joints 12.3.1 General |
39 | 12.3.2 Mechanical joint assembly for pipes |
41 | 12.4 Flanged Joints 12.4.1 General 12.4.2 Flange bolting tightening sequence |
42 | 12.4.3 Maximum bolt tightening torque |
43 | 13 Functional features and installation of valves 13.1 Installation of valves 13.1.1 General 13.1.2 Air valves |
44 | 13.1.3 Scour valves or drain valves 13.1.4 Isolation valves |
45 | 13.1.5 Hydrants 13.1.6 Surge limiting equipment 14 Restrained joints and thrust blocks 15 Cleaning, hydraulic testing and commissioning of pipeline and pipeline components 15.1 Cleaning |
46 | 15.2 Hydraulic testing 16 Flushing and disinfection 17 Service connections 17.1 General |
47 | 17.2 Conventional type service connection 17.3 External seal type connection |
48 | 17.4 Saddle for ductile iron pipes for distribution network |
49 | 18 Supporting pipes 18.1 General 18.2 Support for above ground installation 18.3 Maximum span for river crossing |
50 | 18.4 Laying of ductile iron (DI) pipes in hilly terrain 18.4.1 General 18.4.2 Pipe line anchoring on slope |
52 | 18.4.3 Basic precaution during trenching and bed preparation for pipes on slope |
53 | 18.4.4 Additional precautions during laying in a hilly and rocky terrain |
54 | 18.4.5 Precaution in snow bound areas |
55 | 19 Railroad and highway crossings |
56 | Annex A (normative) Site applied polyethylene sleeving |
65 | Bibliography |