{"id":313054,"date":"2024-10-19T21:32:34","date_gmt":"2024-10-19T21:32:34","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-17176-22019\/"},"modified":"2024-10-25T19:35:49","modified_gmt":"2024-10-25T19:35:49","slug":"bs-en-17176-22019","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-17176-22019\/","title":{"rendered":"BS EN 17176-2:2019"},"content":{"rendered":"
This part of FprEN 17176 specifies the characteristics of solid-wall pipes made of oriented unplasticized poly(vinyl chloride) (PVC-O) for piping systems intended for water supply and for buried drainage, sewerage, treated waste water and irrigation under pressure or above-ground where protected from direct sunlight. It also specifies the test parameters for the test methods referred to in this document. In conjunction with FprEN 17176-1 and FprEN 17176-5, it is applicable to oriented PVC-O pipes with or without integral socket intended to be used for the following: a) water mains and services lines; b) conveyance of water for both outside and inside buildings; c) drainage, sewerage and treated waste water under pressure; d) irrigation under pressure. It is applicable to piping systems intended for the supply of water with a maximum allowable operating pressure (PFA) up to and including 25 bar . The piping system according to this document is intended for the conveyance of cold water up to and including 45 \u00b0C and especially in those applications where special performance requirements are needed, such as impact loads and pressure fluctuations. For temperatures between 25 \u00b0C and 45 \u00b0C, Figure C.1 of this document applies. This part of FprEN 17176 specifies a range of pipe sizes and pressure classes and gives a requirement and recommendations concerning colours. NOTE It is the responsibility of the purchaser or specifier to make the appropriate selections from these aspects, taking into account their particular requirements and any relevant national regulations and installation practices or codes.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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2<\/td>\n | undefined <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 3 Terms and definitions 4 Symbols 5 Material 5.1 General 5.2 Density 5.3 MRS class <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 5.4 Orientation factor 6 General characteristics 6.1 Appearance 6.2 Colour 6.3 Opacity <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 6.4 Classification of pipes 6.4.1 Classification 6.4.2 Calculation of wall thickness 7 Geometrical characteristics 7.1 Measurement of dimensions 7.2 Length of pipes <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 7.3 Nominal outside diameters and wall thicknesses <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 7.4 Pipes with integral sockets with elastomeric sealing ring type <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 7.5 Pipe ends with integral sockets with solvent cement joints 7.6 Plain ends 8 Selection of pipes 8.1 Selection of nominal pressure and pipe series S for water up to and including 25 \u00b0C 8.2 Determination of the allowable operating pressure for water up to 45 \u00b0C <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 9 Mechanical characteristics 9.1 Resistance to hydrostatic pressure 9.1.1 General <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 9.1.2 Pipes 9.1.3 Pipes with integral sockets 9.2 Impact strength <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 9.3 Ring stiffness 10 Physical characteristics <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 11 Sealing rings 12 Adhesives <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 13 Marking 13.1 General 13.2 Minimum required marking 13.3 Additional marking <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | Annex A (normative)Establishment of the pipe material classification A.1 General A.2 Determination of pipe material classification A.2.1 Procedure A.2.2 Classified feedstock material A.2.3 Not classified feedstock material <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Annex B (normative)Minimum depth of engagement of sockets B.1 General B.2 Calculation of depth of engagement <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | Annex C (normative)Temperature derating factor <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | Annex D (informative)Calculation of negative pressure capability of pipes D.1 Negative pressure capability of pipes <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | Annex E (normative)Determination of axial and circumferential orientation factor E.1 Principle E.2 Method E.3 Test parameters E.4 Test procedure <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Plastics piping systems for water supply and for buried and above ground drainage, sewerage and irrigation under pressure. Oriented unplasticized poly(vinyl chloride) (PVC-O) – Pipes<\/b><\/p>\n |