BSI Flex 350 v2.0:2024-09
$33.15
Alternative binder systems for lower carbon concrete. Code of practice
| Published By | Publication Date | Number of Pages |
| BSI | 2024 | 38 |
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 3 | Contents |
| 5 | Foreword |
| 8 | 0 Introduction |
| 9 | 1 Scope |
| 10 | 2 Normative references |
| 12 | 3 Terms, definitions and abbreviated terms 3.1 Terms and definitions |
| 13 | 3.2 Abbreviated terms |
| 14 | 4 Alternative binder systems 4.1 Main constituents 4.2 Performance assessment |
| 15 | Table 1 – Mechanical and physical requirements of ABS given as characteristic values |
| 16 | 4.3 Emissions |
| 17 | 5 ABS concrete materials 5.1 Aggregates 5.2 Water 5.3 Admixtures 5.4 Other constituents |
| 18 | 5.5 Chlorides Table 2 – Recommended limits on chloride content of ABS concrete |
| 19 | 6 ABS concrete properties 6.1 General |
| 20 | 6.2 Fresh properties 6.3 Mechanical properties |
| 21 | Figure 1 – Relative strength compared to 28 day for different strength development classes based on BS EN 1992-1-1:2023, 5.1.3 |
| 22 | Table 3 – 28 day tensile strengths derived from BS EN 1992-1-1 related to compressive strength class after Bamforth et al. 2008 [5] |
| 26 | 7 Durability of ABS concrete 7.1 General 7.2 Corrosion testing 7.3 Corrosion induced by carbonation (XC1, XC2, XC3, XC4) |
| 27 | 7.4 Corrosion induced by chloride (XS1, XS2, XS3, XD1, XD2, XD3) 7.5 Freeze/thaw attack with or without de-icing agents (XF1, XF2, XF3, XF4) |
| 28 | 7.6 Chemical attack [aggressive chemical environment for concrete classification (ACEC) exposure class] |
| 29 | 7.7 Mechanical abrasion (XM1, XM2, XM3) |
| 30 | Annex A (normative) Supply of ABS concrete A.1 General A.2 Plant and equipment A.3 Batching |
| 31 | A.4 Placing and finishing A.5 Early protection and curing |
| 32 | Annex B (normative) Reference concrete |
| 33 | Table B.1 – Design of reference concrete for Example 1 Table B.2 – Design of reference concrete for Example 2 |
| 34 | Bibliography |
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