{"id":126241,"date":"2024-10-19T05:34:43","date_gmt":"2024-10-19T05:34:43","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-flex-350-v2-02024-09\/"},"modified":"2024-10-24T23:18:50","modified_gmt":"2024-10-24T23:18:50","slug":"bsi-flex-350-v2-02024-09","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-flex-350-v2-02024-09\/","title":{"rendered":"BSI Flex 350 v2.0:2024-09"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
3<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 0 Introduction <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 1 Scope <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 2 Normative references <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 3 Terms, definitions and abbreviated terms 3.1 Terms and definitions <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 3.2 Abbreviated terms <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 4 Alternative binder systems 4.1 Main constituents 4.2 Performance assessment <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | Table\u00a01 \u2013 Mechanical and physical requirements of ABS given as characteristic values <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 4.3 Emissions <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 5 ABS concrete materials 5.1 Aggregates 5.2 Water 5.3 Admixtures 5.4 Other constituents <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 5.5 Chlorides Table\u00a02 \u2013 Recommended limits on chloride content of ABS concrete <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 6 ABS concrete properties 6.1 General <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 6.2 Fresh properties 6.3 Mechanical properties <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | Figure\u00a01 \u2013 Relative strength compared to 28 day for different strength development classes based on BS EN 1992-1-1:2023, 5.1.3 <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | Table\u00a03 \u2013 28 day tensile strengths derived from BS EN 1992-1-1 related to compressive strength class after Bamforth et al. 2008 [5] <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 7 Durability of ABS concrete 7.1 General 7.2 Corrosion testing 7.3 Corrosion induced by carbonation (XC1, XC2, XC3, XC4) <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 7.4 Corrosion induced by chloride (XS1, XS2, XS3, XD1, \nXD2, XD3) 7.5 Freeze\/thaw attack with or without de-icing agents (XF1, XF2, XF3, XF4) <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 7.6 Chemical attack [aggressive chemical environment for concrete classification (ACEC) exposure class] <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 7.7 Mechanical abrasion (XM1, XM2, XM3) <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Annex A (normative) Supply of ABS concrete A.1 General A.2 Plant and equipment A.3 Batching <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | A.4 Placing and finishing A.5 Early protection and curing <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | Annex B (normative) Reference concrete <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | Table\u00a0B.1 \u2013 Design of reference concrete for Example 1 Table\u00a0B.2 \u2013 Design of reference concrete for Example 2 <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Alternative binder systems for lower carbon concrete. Code of practice<\/b><\/p>\n |