{"id":295846,"date":"2024-10-19T20:07:25","date_gmt":"2024-10-19T20:07:25","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-iso-132702013\/"},"modified":"2024-10-25T17:24:29","modified_gmt":"2024-10-25T17:24:29","slug":"bs-iso-132702013","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-iso-132702013\/","title":{"rendered":"BS ISO 13270:2013"},"content":{"rendered":"
This International Standard specifies definitions and symbols, classification and codes, dimensions, masses and permissible variations, inspection methods, packing, delivery and storage for steel fibres for concrete.<\/p>\n
This International Standard covers fibres intended for use in fibre-reinforced concrete, in all types of concrete and mortar, including sprayed concrete, flooring, precast, in situ<\/i> and repair concretes<\/p>\n
This International Standard can also be referred to for fibres used in fibre-reinforced engineering material, such as stainless steel fibre use in reinforced refractory material.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
6<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Section sec_1 Section sec_2 1\tScope 2\tNormative references <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | Section sec_3 3\tTerms and definitions <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | Section sec_4 Table tab_1 Section sec_5 4\tSymbols 5\tClassification <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | Section sec_6 Section sec_7 Section sec_7.1 Section sec_7.1.1 6\tOrdering information 7\tRequirements 7.1\tDimensions and tolerances <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | Table tab_2 Section sec_7.1.2 Section sec_7.1.3 Section sec_7.1.3.1 Section sec_7.1.3.2 Section sec_7.1.3.3 Section sec_7.2 7.2\tSurface condition <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | Section sec_7.3 Section sec_7.4 Section sec_7.5 Section sec_7.6 Section sec_7.7 7.3\tTensile strength of fibres 7.4\tModulus of elasticity 7.5\tBending requirements 7.6\tMixing 7.7\tReinforcing effect of the steel fibres in concrete <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | Section sec_7.8 Section sec_7.9 Section sec_8 Section sec_8.1 Section sec_8.2 7.8\tEffect on consistency of concrete 7.9\tEffect on air of concrete 8\tTesting and Inspection 8.1\tGeneral 8.2\tITT (Initial Type Test) <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | Table tab_3 Section sec_8.3 Section sec_8.3.1 Section sec_8.3.2 Section sec_8.3.3 Section sec_8.3.4 8.3\tFactory production control (FPC) <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | Section sec_8.3.5 Table tab_4 Section sec_8.3.6 <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | Section sec_8.3.7 Section sec_8.3.8 <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | Table tab_b Figure fig_1 Section sec_9 9\tPackaging and package marking <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | Annex sec_A Annex sec_A.1 Annex sec_A.1.1 Annex sec_A.1.2 Annex sec_A.1.2.1 Annex sec_A.1.2.2 Annex sec_A.1.2.3 Annex sec_A.1.3 Annex sec_A.1.3.1 Annex sec_A.1.3.2 Annex\u00a0A \n(normative)<\/p>\n Reference concretes <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | Annex sec_A.1.3.3 Annex sec_A.1.3.4 Annex sec_A.1.3.5 Annex sec_A.1.4 Annex sec_A.1.4.1 Annex sec_A.1.4.2 Table tab_A.1 Annex sec_A.1.4.3 Annex sec_A.1.4.4 <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | Annex sec_A.1.4.5 Annex sec_A.1.4.6 Annex sec_A.1.4.7 Annex sec_A.1.4.8 <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | Annex sec_A.2 Annex sec_A.3 <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | Reference ref_1 Reference ref_2 Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Steel fibres for concrete. Definitions and specifications<\/b><\/p>\n |