{"id":313004,"date":"2024-10-19T21:32:16","date_gmt":"2024-10-19T21:32:16","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-iso-104672018\/"},"modified":"2024-10-25T19:35:10","modified_gmt":"2024-10-25T19:35:10","slug":"bs-iso-104672018","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-iso-104672018\/","title":{"rendered":"BS ISO 10467:2018"},"content":{"rendered":"

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\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
2<\/td>\nundefined <\/td>\n<\/tr>\n
7<\/td>\nForeword <\/td>\n<\/tr>\n
9<\/td>\n1 Scope <\/td>\n<\/tr>\n
10<\/td>\n2 Normative references <\/td>\n<\/tr>\n
11<\/td>\n3 Terms and definitions <\/td>\n<\/tr>\n
20<\/td>\n4 General
4.1 Classification
4.1.1 Categories
4.1.2 Nominal size
4.1.3 Nominal stiffness
4.1.4 Nominal pressure <\/td>\n<\/tr>\n
21<\/td>\n4.2 Materials
4.2.1 General
4.2.2 Reinforcement
4.2.3 Resin <\/td>\n<\/tr>\n
22<\/td>\n4.2.4 Aggregates and fillers
4.2.5 Thermoplastics liners
4.2.6 Elastomers
4.2.7 Metals
4.3 Wall construction
4.3.1 Inner layer
4.3.2 Structural layer
4.3.3 Outer layer
4.4 Appearance <\/td>\n<\/tr>\n
23<\/td>\n4.5 Reference conditions for testing
4.5.1 Temperature
4.5.2 Properties of water for testing
4.5.3 Loading conditions
4.5.4 Conditioning
4.5.5 Measurement of dimensions
4.6 Elapsed time, x, for determination of long-term properties
4.7 Joints
4.7.1 General <\/td>\n<\/tr>\n
24<\/td>\n4.7.2 Types of joint
4.7.3 Flexibility of the joint
4.7.4 Sealing ring
4.7.5 Adhesives
4.8 Effect on water quality <\/td>\n<\/tr>\n
25<\/td>\n4.9 Assessment of conformity
5 Pipes
5.1 Type of pipes
5.2 Geometrical characteristics
5.2.1 Diameter <\/td>\n<\/tr>\n
31<\/td>\n5.2.2 Wall thickness
5.2.3 Length
5.3 Mechanical characteristics
5.3.1 Initial specific ring stiffness <\/td>\n<\/tr>\n
32<\/td>\n5.3.2 Long-term specific ring stiffness under wet conditions <\/td>\n<\/tr>\n
33<\/td>\n5.3.3 Initial resistance to failure in a deflected condition <\/td>\n<\/tr>\n
35<\/td>\n5.3.4 Ultimate long-term resistance to failure in a deflected condition <\/td>\n<\/tr>\n
36<\/td>\n5.3.5 Initial specific longitudinal tensile strength <\/td>\n<\/tr>\n
38<\/td>\n5.3.6 Initial design and failure pressures for pressure pipes <\/td>\n<\/tr>\n
40<\/td>\n5.3.7 Long-term failure pressure
5.4 Resistance to strain corrosion
5.4.1 General
5.4.2 Procedure using failure points <\/td>\n<\/tr>\n
41<\/td>\n5.4.3 Procedure using specified levels of strain <\/td>\n<\/tr>\n
43<\/td>\n5.4.4 Test piece length
5.4.5 Test solution
5.5 Marking
6 Fittings
6.1 All types
6.1.1 General
6.1.2 Diameter series
6.1.3 Nominal pressure (PN) <\/td>\n<\/tr>\n
44<\/td>\n6.1.4 Nominal stiffness (SN)
6.1.5 Fitting type
6.1.6 Mechanical characteristics of fittings
6.1.7 Installed leaktightness of fittings <\/td>\n<\/tr>\n
45<\/td>\n6.1.8 Dimensions
6.2 Bends
6.2.1 Classification of bends
6.2.2 Dimensions and tolerances of bends <\/td>\n<\/tr>\n
48<\/td>\n6.3 Branches
6.3.1 Classification of branches
6.3.2 Dimensions and tolerances of branches <\/td>\n<\/tr>\n
51<\/td>\n6.4 Reducers
6.4.1 Classification of reducers
6.4.2 Dimensions and tolerances of reducers <\/td>\n<\/tr>\n
53<\/td>\n6.5 Non pressure saddles
6.5.1 Classification of saddles <\/td>\n<\/tr>\n
54<\/td>\n6.5.2 Dimensions of saddles and associated tolerances
6.6 Flanges
6.6.1 Classification of flanges <\/td>\n<\/tr>\n
55<\/td>\n6.6.2 Dimensions and tolerances for adaptors <\/td>\n<\/tr>\n
56<\/td>\n6.7 Marking <\/td>\n<\/tr>\n
57<\/td>\n7 Joint performance
7.1 General
7.1.1 Interchangeability
7.1.2 Requirements <\/td>\n<\/tr>\n
58<\/td>\n7.1.3 Test temperature
7.1.4 Non-pressure piping and joints
7.1.5 Dimensions
7.2 Flexible joints
7.2.1 General
7.2.2 Maximum allowable draw
7.2.3 Maximum allowable angular deflection
7.2.4 Flexible non-end-load-bearing joints with elastomeric sealing rings <\/td>\n<\/tr>\n
59<\/td>\n7.2.5 Flexible end-load-bearing joints with elastomeric sealing rings
7.3 Rigid joints
7.3.1 Wrapped or cemented <\/td>\n<\/tr>\n
60<\/td>\n7.3.2 Bolted flange joints
7.4 Marking <\/td>\n<\/tr>\n
62<\/td>\nAnnex A (normative) Principles used to establish the design requirements based on regression testing and consideration of the variability of the product <\/td>\n<\/tr>\n
67<\/td>\nBibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Plastics piping systems for pressure and non-pressure drainage and sewerage. Glass-reinforced thermosetting plastics (GRP) systems based on unsaturated polyester (UP) resin<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2018<\/td>\n70<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":313006,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2641],"product_tag":[],"class_list":{"0":"post-313004","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-bsi","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/313004","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\/313006"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=313004"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=313004"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=313004"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}