BSI PD CEN/TR 13801:2014
$198.66
Plastics piping systems for soil and waste discharge (low and high temperature) within the building structure. Thermoplastics. Recommended practice for installation
Published By | Publication Date | Number of Pages |
BSI | 2014 | 52 |
This Technical Report gives the recommended practice for installation of thermoplastics piping systems in the field of soil and waste discharge (low and high temperature) inside buildings (marked with “B”) and of soil and waste discharge systems for both inside buildings and buried in ground within the building structure (marked with “BD”).
This Technical Report provides material dependent installation techniques but it is important that the general installation practice as given in the relevant parts of EN 12056 for B application are taken into account in manufacturer’s instructions, subject to any applicable national and/or local regulations.
This Technical Report is applicable to thermoplastics pipes and fittings as specified in the associated standards EN 1329-1 [1] (PVC-U), EN 1451-1 [2] (PP), EN 1453-1 [3] (PVC-U with structured-wall pipes), EN 1455-1 [4] (ABS), EN 1519-1 [5] (PE), EN 1565-1 [6] (SAN+PVC) and EN 1566-1 [7] (PVC-C), their joints and to joints with components of other plastics and non-plastics materials intended to be used for the following purposes:
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soil and waste discharge pipework for the conveyance of domestic waste waters (low and high temperature);
NOTE 1 See Clause 4 for waste discharge temperature limits.
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ventilating pipework associated with a);
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rainwater pipework within the building structure (see Figure 1, key 16).
It is applicable to pipes and fittings, marked with “B”, which are intended to be used above ground only, and to pipes and fittings, marked “BD”, which are intended to be used above and buried in ground within the building structure.
NOTE 2 Only those components as specified in the relevant associated standard with nominal outside diameters equal to or greater than 75 mm (marked with “BD”) are intended for use buried in ground within the building structure. The term “within building structure” covers all gravity discharge pipework within a building, including the elements installed below the slab and buried in the ground.
If specified in the relevant associated standard, this Technical Report also covers soil and waste discharge pipework fixed externally onto the building (see Figure 1, key 17). It is not applicable to pipework that passes under the building without any connection from the discharge system.
NOTE 3 According to the associated standards, for external above ground soil and waste discharge, additional requirements depending on the climate, will be agreed between the manufacturer and the user.
According to the associated standards, components conforming to other standards on plastic piping systems may be used with pipes and fittings conforming to a given associated standard, if they conform to the requirements for joint dimensions and functional requirements of the given associated standard.
PDF Catalog
PDF Pages | PDF Title |
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4 | Contents Page |
8 | 1 Scope 2 Normative references |
9 | 3 General terminology, terms, definitions, symbols and abbreviations 3.1 General terminology |
10 | 3.2 Terms and definitions 3.3 Symbols |
12 | 3.4 Abbreviations 4 Design limits of the system |
13 | 5 Storage, transport and handling 5.1 General 5.2 Transport |
14 | 5.3 Storage |
15 | 5.4 Handling on site |
16 | 6 Installation 6.1 General recommendations for installation 6.1.1 Cutting of pipe |
17 | 6.1.2 Chamfering of pipe 6.1.3 Fabricating 6.2 Recommendations for above-ground installation 6.2.1 General 6.2.2 Installation of PE and PP pipeworks with non-removable rigid joints |
18 | 6.2.3 Installation with joint design taking account of thermal movement 6.2.3.1 Expansion gap and length between fixed points |
21 | 6.2.3.2 Effective sealing length |
22 | 6.2.4 Supports 6.2.4.1 Bearing capacity, fit and fixing of brackets |
23 | 6.2.4.2 Distance between support centres |
24 | 6.2.4.3 Installation of brackets |
28 | 6.3 Recommendations for installation in buried conditions 6.3.1 General 6.3.2 Installation for BD application |
29 | 6.3.3 Differential movement – Flexible joints |
30 | 6.4 Jointing procedure 6.4.1 Jointing with adhesives |
32 | 6.4.2 Jointing with ring seal joints |
34 | 6.4.3 Jointing with butt fusion 6.4.3.1 General 6.4.3.2 Jointing recommendations |
36 | 6.4.4 Jointing with electrofusion couplings 6.4.4.1 General 6.4.4.2 Additional preparation of pipe ends |
37 | 6.4.4.3 Jointing recommendations 6.4.5 Jointing with flanges and backing rings 6.4.5.1 General 6.4.5.2 Jointing recommendations 6.4.6 Jointing with compression joints 6.4.6.1 General |
38 | 6.4.6.2 Jointing recommendations 7 Special precautions 7.1 Concreting of thermoplastics systems within the building structure 7.1.1 General |
40 | 7.1.2 Inserting systems in concrete setting at ambient temperature |
44 | 7.1.3 Inserting systems into post-heated concrete 7.2 Foaming of thermoplastics systems 7.3 Prevention of additional stresses in pipework |
45 | 8 Jointing to other materials or other constructions 8.1 General 8.2 Adhesive joints 8.3 Ring seal joints 8.4 Jointing to non-thermoplastics components |
47 | 8.5 Adaptors |
48 | 9 Fire resistance of pipework 10 Testing and inspection of installations 10.1 Testing 10.2 General inspection 11 Maintenance and cleaning of installations 11.1 General |
49 | 11.2 Cleaning and descaling techniques 12 Chemical resistance of thermoplastics systems 13 Recycling of thermoplastics components of the system |