| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | compares BS 8666:2020 <\/td>\n<\/tr>\n | ||||||
| 2<\/td>\n | TRACKED CHANGES Text example 1 \u2014 indicates added text (in green) This document is a PDF containing a Tracked Changes version of BS\u00a08666, which compares BS 8666:2020 with BS 8666:2005 incorporating amendment 1. The original version of BS 8666:2020, appended at the end of this document, should be considered the version of record for this publication. \u00a9 The British Standards Institution 2020 Published by BSI Standards Limited 2020 ISBN 978 0 539 16421 3 Date Text affected <\/td>\n<\/tr>\n | ||||||
| 5<\/td>\n | Foreword Summary of pages <\/td>\n<\/tr>\n | ||||||
| 6<\/td>\n | Foreword Publishing Information Supersession Information about this document <\/td>\n<\/tr>\n | ||||||
| 7<\/td>\n | Presentational conventions Contractual and legal considerations Compliance with a British Standard cannot confer immunity from legal obligations. <\/td>\n<\/tr>\n | ||||||
| 8<\/td>\n | 2 Normative references 3 Terms and, definitions and symbols 3.13.1.1 bar 3.1.2 bend angle 3.23.1.3 nominal size nominal diameter <\/td>\n<\/tr>\n | ||||||
| 9<\/td>\n | 3.33.1.4 bar mark fabric mark 3.43.1.5 shape code 3.53.1.6 pitch 3.63.1.7 mesh 3.73.1.8 fabric 3.83.1.9 standard fabric 3.93.1.10 purpose made fabric 3.103.1.11 fabric reference 3.113.1.12 bar schedule 3.123.1.13 fabric schedule 3.133.1.14 link <\/td>\n<\/tr>\n | ||||||
| 10<\/td>\n | 3.1.15 couplers 3.1.16 headed bar 3.1.17 fabricator 3.2 Symbols 4 Notation <\/td>\n<\/tr>\n | ||||||
| 11<\/td>\n | 5 Form of schedule 5.1 General 5.2 Special bar end preparation 5.25.3 Paper-based schedules <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | 5.35.4 Electronic data files 6 Form of bar or fabric label <\/td>\n<\/tr>\n | ||||||
| 19<\/td>\n | 7 Dimensions 8 Scheduling 8.1 General <\/td>\n<\/tr>\n | ||||||
| 20<\/td>\n | 8.2 Bends not at right angles <\/td>\n<\/tr>\n | ||||||
| 23<\/td>\n | 8.3 Scheduling allowable deviations between two concrete faces <\/td>\n<\/tr>\n | ||||||
| 24<\/td>\n | 8.4 Shapes with two or more bends <\/td>\n<\/tr>\n | ||||||
| 25<\/td>\n | Table 2 \u2014 Minimum scheduling radii, former diameters and bend allowances <\/td>\n<\/tr>\n | ||||||
| 28<\/td>\n | Table 3 \u2014 Standard shapes, their method of measurement and calculation of length (continued) <\/td>\n<\/tr>\n | ||||||
| 29<\/td>\n | Table 3 \u2014 Standard shapes, their method of measurement and calculation of length (continued) <\/td>\n<\/tr>\n | ||||||
| 30<\/td>\n | Table 3 \u2014 Standard shapes, their method of measurement and calculation of length (continued) <\/td>\n<\/tr>\n | ||||||
| 31<\/td>\n | Table 3 \u2014 Standard shapes, their method of measurement and calculation of length (continued) <\/td>\n<\/tr>\n | ||||||
| 32<\/td>\n | Table 3 \u2014 Standard shapes, their method of measurement and calculation of length (continued) <\/td>\n<\/tr>\n | ||||||
| 34<\/td>\n | Table 3 \u2014 Standard shapes, their method of measurement and calculation of length (continued) <\/td>\n<\/tr>\n | ||||||
| 45<\/td>\n | 9 TolerancesAllowable deviations on cutting and bending dimensions 10 Radius of bending <\/td>\n<\/tr>\n | ||||||
| 46<\/td>\n | 11 Bending of fabric reinforcement <\/td>\n<\/tr>\n | ||||||
| 48<\/td>\n | 12 Fabrication and routine inspection 12.1 Fabrication 12.2 Routine inspection of product 12.2.1 Parameters to be measured 12.2.2 Frequency of inspection <\/td>\n<\/tr>\n | ||||||
| 49<\/td>\n | 12.3 Processed coil product \u2014 Evaluation of conformityaudit testing <\/td>\n<\/tr>\n | ||||||
| 50<\/td>\n | 12.4 Processed coil product \u2013 factory control <\/td>\n<\/tr>\n | ||||||
| 51<\/td>\n | Annex A (informative) A.1 Fabricated material covered by a third-party product certification scheme A.1.1 Consistency of production A.1.2 Determination of the long-term quality level A.2 Batch testing A.2.1 General A.2.2 Extent of sampling and inspection\/testing A.2.3 Inspection by attributes <\/td>\n<\/tr>\n | ||||||
| 52<\/td>\n | A.2.4 Evaluation of results A.2.5 Inspection report <\/td>\n<\/tr>\n | ||||||
| 53<\/td>\n | Bibliography Standards publications <\/td>\n<\/tr>\n | ||||||
| 59<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
| 61<\/td>\n | 1 Scope 2 Normative references 3 Terms, definitions and symbols <\/td>\n<\/tr>\n | ||||||
| 63<\/td>\n | 4 Notation Table 1 \u2014 Notation of steel reinforcement 5 Form of schedule 5.1 General <\/td>\n<\/tr>\n | ||||||
| 64<\/td>\n | 5.2 Special bar end preparation 5.3 Paper-based schedules 5.4 Electronic data files <\/td>\n<\/tr>\n | ||||||
| 65<\/td>\n | 6 Form of bar or fabric label <\/td>\n<\/tr>\n | ||||||
| 66<\/td>\n | Figure 1 \u2014 Form of bar schedule (with example information included) <\/td>\n<\/tr>\n | ||||||
| 67<\/td>\n | Figure 2 \u2014 Form of fabric schedule <\/td>\n<\/tr>\n | ||||||
| 68<\/td>\n | Figure 3 \u2014 Purpose made fabric example <\/td>\n<\/tr>\n | ||||||
| 69<\/td>\n | 7 Dimensions 8 Scheduling 8.1 General <\/td>\n<\/tr>\n | ||||||
| 70<\/td>\n | 8.2 Bends not at right angles Figure 4 \u2014 Dimensioning of an acute angle <\/td>\n<\/tr>\n | ||||||
| 71<\/td>\n | Figure 5 \u2014 Dimensioning of an obtuse angle Figure 6 \u2014 Dimensioning of cranked bars <\/td>\n<\/tr>\n | ||||||
| 72<\/td>\n | Figure 7 \u2014 Dimensioning of shape codes 48 and 52 <\/td>\n<\/tr>\n | ||||||
| 73<\/td>\n | Table 2 \u2014 Minimum scheduling radii, mandrel diameters and end projections 8.3 Scheduling allowable deviations between two concrete faces <\/td>\n<\/tr>\n | ||||||
| 74<\/td>\n | Table 3 \u2014 Standard deductions between two concrete faces 8.4 Shapes with two or more bends Table 4 \u2014 Minimum allowances between two bends <\/td>\n<\/tr>\n | ||||||
| 75<\/td>\n | Table 5 \u2014 Standard shapes, their method of measurement and calculation of length <\/td>\n<\/tr>\n | ||||||
| 84<\/td>\n | Table 6 \u2014 Standard fabric types and stock sheet size <\/td>\n<\/tr>\n | ||||||
| 85<\/td>\n | 9 Allowable deviations on cutting and bending dimensions Table 7 \u2014 Allowable deviations on cutting and bending dimensions 10 Radius of bending Table 8 \u2014 Maximum limit for which a preformed radius is required <\/td>\n<\/tr>\n | ||||||
| 86<\/td>\n | 11 Bending of fabric reinforcement Figure 8 \u2014 Bending instruction sketches Figure 9 \u2014 Position of welded transverse bars <\/td>\n<\/tr>\n | ||||||
| 87<\/td>\n | 12 Fabrication and routine inspection 12.1 Fabrication 12.2 Routine inspection of product <\/td>\n<\/tr>\n | ||||||
| 88<\/td>\n | Table 9 \u2014 Frequency of inspection 12.3 Processed coil product \u2013 audit testing <\/td>\n<\/tr>\n | ||||||
| 89<\/td>\n | 12.4 Processed coil product \u2013 factory control <\/td>\n<\/tr>\n | ||||||
| 90<\/td>\n | Annex A (informative)\u2002 Third-party certification and batch testing <\/td>\n<\/tr>\n | ||||||
| 92<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Tracked Changes. Scheduling, dimensioning, bending and cutting of steel reinforcement for concrete. Specification<\/b><\/p>\n |