{"id":372035,"date":"2024-10-20T02:27:27","date_gmt":"2024-10-20T02:27:27","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-iso-11298-42021\/"},"modified":"2024-10-26T04:16:48","modified_gmt":"2024-10-26T04:16:48","slug":"bs-en-iso-11298-42021","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-iso-11298-42021\/","title":{"rendered":"BS EN ISO 11298-4:2021"},"content":{"rendered":"

This document, in conjunction with ISO 11298-1<\/span><\/span>, specifies requirements and test methods for cured-in-place pipes and fittings used for the renovation of water supply networks, which transport water intended for human consumption, including raw water intake pipelines.<\/p>\n

It applies to independent (fully structural, class A) and interactive (semi structural, class B) pressure pipe liners, as defined in ISO 11295<\/span><\/span>, which do not rely on adhesion to the existing pipeline. It applies to the use of various thermosetting resin systems, in combination with compatible fibrous carrier materials, reinforcement, and other process-related plastics components (see 5.1<\/span>).<\/p>\n

It does not include requirements or test methods for resistance to cyclic loading or the pressure rating of CIPP liners where passing through bends, which are outside the scope of this document.<\/p>\n

It is applicable to cured-in-place pipe lining systems intended to be used at a service temperature of up to 25 \u00b0C.<\/p>\n

\n
\n NOTE\n <\/div>\n

For applications operating at service temperatures greater than 25 \u00b0C, guidance on re-rating factors can be supplied by the system supplier.<\/p>\n<\/div>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
2<\/td>\nNational foreword <\/td>\n<\/tr>\n
4<\/td>\nEuropean foreword <\/td>\n<\/tr>\n
7<\/td>\nForeword <\/td>\n<\/tr>\n
8<\/td>\nIntroduction <\/td>\n<\/tr>\n
11<\/td>\n1 Scope
2 Normative references <\/td>\n<\/tr>\n
12<\/td>\n3 Terms and definitions
3.1 General terms <\/td>\n<\/tr>\n
14<\/td>\n3.2 Techniques
3.3 Characteristics <\/td>\n<\/tr>\n
15<\/td>\n3.4 Materials
3.5 Product stages
3.6 Service conditions
4 Symbols and abbreviated terms
4.1 Symbols <\/td>\n<\/tr>\n
17<\/td>\n4.2 Abbreviated terms
5 Pipes at the \u201cM\u201d stage
5.1 Materials <\/td>\n<\/tr>\n
19<\/td>\n5.2 General characteristics
5.3 Material characteristics
5.4 Geometric characteristics <\/td>\n<\/tr>\n
20<\/td>\n5.5 Mechanical characteristics
5.6 Physical characteristics
5.7 Jointing
5.8 Marking
6 Fittings at the \u201cM\u201d stage
7 Ancillary components <\/td>\n<\/tr>\n
21<\/td>\n8 Fitness for purpose of the installed lining system at the \u201cI\u201d stage
8.1 Materials
8.2 General characteristics
8.3 Material characteristics
8.4 Geometric characteristics
8.4.1 General <\/td>\n<\/tr>\n
22<\/td>\n8.4.2 CIPP wall structure
8.4.3 Wall thickness
8.5 Mechanical characteristics
8.5.1 Reference conditions for testing
8.5.2 Test requirements <\/td>\n<\/tr>\n
27<\/td>\n8.6 Physical characteristics
8.7 Additional characteristics
8.7.1 Leak tightness of liner terminations <\/td>\n<\/tr>\n
28<\/td>\n8.8 Sampling
9 Installation practice
9.1 Preparatory work
9.2 Storage, handling and transport of pipe components
9.3 Equipment <\/td>\n<\/tr>\n
29<\/td>\n9.4 Installation
9.4.1 Environmental precautions
9.4.2 Installation procedures
9.4.3 Simulated installations <\/td>\n<\/tr>\n
30<\/td>\n9.5 Process-related inspection and testing
9.6 Lining termination
9.7 Reconnections to existing pipeline system
9.8 Final inspection and testing
9.9 Documentation <\/td>\n<\/tr>\n
31<\/td>\nAnnex A (informative) CIPP components and their functions <\/td>\n<\/tr>\n
32<\/td>\nAnnex B (normative) Cured-in-place pipes \u2014 Determination of short-term flexural properties <\/td>\n<\/tr>\n
42<\/td>\nAnnex C (normative) Cured-in-place pipes \u2014 Determinationof long-term flexural modulus under dry or wet conditions <\/td>\n<\/tr>\n
46<\/td>\nAnnex D (normative) Cured-in-place pipes \u2014 Determination of long-term flexural strength under dry or wet conditions <\/td>\n<\/tr>\n
49<\/td>\nBibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Plastics piping systems for renovation of underground water supply networks – Lining with cured-in-place pipes<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2021<\/td>\n50<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":372044,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[351,2641],"product_tag":[],"class_list":{"0":"post-372035","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-23-040-45","7":"product_cat-bsi","9":"first","10":"instock","11":"sold-individually","12":"shipping-taxable","13":"purchasable","14":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/372035","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/372044"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=372035"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=372035"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=372035"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}