{"id":447443,"date":"2024-10-20T08:52:02","date_gmt":"2024-10-20T08:52:02","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-8500-12023-tc\/"},"modified":"2024-10-26T16:31:33","modified_gmt":"2024-10-26T16:31:33","slug":"bs-8500-12023-tc","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-8500-12023-tc\/","title":{"rendered":"BS 8500-1:2023 – TC"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | 30483642 <\/td>\n<\/tr>\n | ||||||
103<\/td>\n | A-30471315 <\/td>\n<\/tr>\n | ||||||
107<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | 1 Scope 2 Normative references 3 Terms, definitions, symbols and abbreviations 3.1 Terms and definitions <\/td>\n<\/tr>\n | ||||||
116<\/td>\n | 3.2 Symbols and abbreviations <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | 4 Method of specifying 4.1 General <\/td>\n<\/tr>\n | ||||||
118<\/td>\n | 4.2 Specification for designated concrete <\/td>\n<\/tr>\n | ||||||
119<\/td>\n | 4.3 Specification for designed concrete <\/td>\n<\/tr>\n | ||||||
121<\/td>\n | 4.4 Specification for prescribed concrete <\/td>\n<\/tr>\n | ||||||
123<\/td>\n | 4.5 Specification for standardized prescribed concrete 4.6 Specification for proprietary concrete <\/td>\n<\/tr>\n | ||||||
124<\/td>\n | 5 Exchange of information 5.1 Information from the specifier or user of the concrete to the producer 5.2 Information from the producer of the concrete to the specifier or user <\/td>\n<\/tr>\n | ||||||
126<\/td>\n | Annex A (informative)\u2002 Guidance for the specifier <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | Table A.1 \u2014 Exposure classes <\/td>\n<\/tr>\n | ||||||
131<\/td>\n | Table A.2 \u2014 Aggressive chemical environment for concrete (ACEC) exposure classes <\/td>\n<\/tr>\n | ||||||
136<\/td>\n | Table A.3 \u2014 Typical applications with concrete containing carbon reinforcing steel in buildings (intended working life at least 50 years) for designated concretes <\/td>\n<\/tr>\n | ||||||
138<\/td>\n | Table A.4a \u2014 Recommended limiting values for the durabilityA) of concrete containing carbon reinforcing steel or prestressed elements with an intended working life of at least 50 years for corrosion induced by carbonation (XC exposure classes) <\/td>\n<\/tr>\n | ||||||
139<\/td>\n | Table A.4b \u2014 Recommended limiting values for the durabilityA) of concrete containing carbon reinforcing steel or prestressed elements with an intended working life of at least 50 years for corrosion induced by chlorides other than sea water (XD exposure c <\/td>\n<\/tr>\n | ||||||
140<\/td>\n | Table A.4c \u2014 Recommended limiting values for the durabilityA) of concrete containing carbon reinforcing steel or prestressed elements with an intended working life of at least 50 years for corrosion induced by chlorides from sea water (XS exposure classes <\/td>\n<\/tr>\n | ||||||
142<\/td>\n | Table A.5a \u2014 Recommended limiting values for the durabilityA) of concrete containing carbon reinforcing steel or prestressed elements with an intended working life of at least 100 years for corrosion induced by carbonation (XC exposure classes) <\/td>\n<\/tr>\n | ||||||
143<\/td>\n | Table A.5b \u2014 Recommended limiting values for the durabilityA) of concrete containing carbon reinforcing steel or prestressed elements with an intended working life of at least 100 years for corrosion induced by chlorides other than sea water (XD exposure <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | Table A.5c \u2014 Recommended limiting values for the durabilityA) of concrete containing carbon reinforcing steel or prestressed elements with an intended working life of at least 100 years for corrosion induced by chlorides from sea water (XS exposure classe <\/td>\n<\/tr>\n | ||||||
147<\/td>\n | Table A.6 \u2014 General purpose cements and combinations by combined performance categoryA) <\/td>\n<\/tr>\n | ||||||
151<\/td>\n | Table A.7 \u2014 Minimum cement and combination contents with maximum aggregate sizes other than 20 mm <\/td>\n<\/tr>\n | ||||||
152<\/td>\n | Table A.8 \u2014 Recommended chloride classes for concrete containing carbon reinforcing steel, high tensile steel wire or strand for prestressing <\/td>\n<\/tr>\n | ||||||
153<\/td>\n | Table A.9a \u2014 Limiting values for composition and properties of air-entrained concrete to resist freezing and thawing (XF exposures) Table A.9b \u2014 Limiting values for composition and properties of concrete without air\u2011entraining admixture to resist freezing and thawing (XF exposures) <\/td>\n<\/tr>\n | ||||||
154<\/td>\n | Table A.10 \u2014 Selection of the nominal cover and DC\u2011class or designated concrete and APM for in\u2011situ concrete elementsA) in contact with the ground where the hydraulic gradient due to groundwater is five or lessB), C), D) <\/td>\n<\/tr>\n | ||||||
155<\/td>\n | Table A.11 \u2014 Additional protective measures (APMs) <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | Table A.12 \u2014 Limiting values of composition and properties for concrete where a DC\u2011class is specified <\/td>\n<\/tr>\n | ||||||
158<\/td>\n | Table A.13 \u2014 Limiting values of composition for unreinforced concrete in contact with sea water (exposure class XAS) <\/td>\n<\/tr>\n | ||||||
159<\/td>\n | Table A.14 \u2014 Guidance on the selection of designated and standardized prescribed concrete in housing and other applications <\/td>\n<\/tr>\n | ||||||
160<\/td>\n | Table A.15 \u2014 Summary of requirements for designated concretesA) <\/td>\n<\/tr>\n | ||||||
161<\/td>\n | Table A.16 \u2014 Summary of requirements for designated cement\u2011bound concrete <\/td>\n<\/tr>\n | ||||||
162<\/td>\n | Table A.17 \u2014 Standardized prescribed concretes and indicative strengths Table A.18 \u2014 Consistence suitable for different uses of in\u2011situ concrete <\/td>\n<\/tr>\n | ||||||
171<\/td>\n | Annex B (normative)\u2002 Identity testing for slump, flow, slump\u2011flow, air content, density, additional requirements for compressive strength and consistence retention <\/td>\n<\/tr>\n | ||||||
172<\/td>\n | Table B.1 \u2014 Identity criteria for slump specified as a slump class <\/td>\n<\/tr>\n | ||||||
173<\/td>\n | Table B.2 \u2014 Identity criteria for slump specified as a target value Table B.3 \u2014 Identity criteria for flow specified as a flow class Table B.4 \u2014 Identity criteria for flow specified as a target value <\/td>\n<\/tr>\n | ||||||
174<\/td>\n | Table B.5 \u2014 Identity criteria for slump\u2011flow specified as a slump\u2011flow class Table B.6 \u2014 Identity criteria for slump\u2011flow specified as a target value <\/td>\n<\/tr>\n | ||||||
175<\/td>\n | Table B.7 \u2014 Identity criteria for compressive strength, MPa <\/td>\n<\/tr>\n | ||||||
176<\/td>\n | Annex C (informative)\u2002 Indicative strengths and expected cement or combination content with nominal proportions Table C.1 \u2014 Relationship between water\/cement ratio, minimum cement content and strength <\/td>\n<\/tr>\n | ||||||
177<\/td>\n | Table C.2 \u2014 Target cement or combination contents for nominal proportions <\/td>\n<\/tr>\n | ||||||
178<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Tracked Changes. Concrete. Complementary British Standard to BS EN 206 – Method of specifying and guidance for the specifier<\/b><\/p>\n |