BS 6100-9-2007 Building and civil engineering - Vocabulary - Work with concrete and plaster《建筑和土木工程 词汇 混凝土和灰泥工程》.pdf

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1、BS 6100-9:2007Building and civil engineering Vocabulary Part 9: Work with concrete and plasterICS 01.040.91; 91.100.10; 91.100.30NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBRITISH STANDARDIncorporatingCorrigendum No. 1Publishing and copyright informationThe BSI copyright n

2、otice displayed in this document indicates when the document was last issued. BSI 2007ISBN 978 0 580 60496 6The following BSI references relate to the work on this standard:Committee reference B/500/-/1Draft for comment 07/30087614 DCPublication historySection 6.1 published in February 1984Section 6

3、.2 published in January 1986Section 6.3 published in February 1984Section 6.4 published in January 1986Section 6.5 published in July 1987Section 6.6.1 first published in June 1991Section 6.6.1 second edition published in September 1992 Section 6.6.2 published in December 1990First published as Part

4、9 (combined revision of BS 2900 and Sections 6.1, 6.2, 6.3, 6.4, 6.5, 6.6.1 and 6.6.2) in August 2007.Amendments issued since publicationAmd. no. Date Text affectedCorrigendum No. 131 October 2007 Editorial corrections throughout.BS 6100-9:2007 BSI 2007 iBS 6100-9:2007ContentsForeword ii1 Scope 12 V

5、ocabulary structure 13 Binders, hydraulic materials and additives (09 1xxxx) 24 Aggregate (09 2xxxx) 55 Concrete (09 3xxxx) 96 Plaster (09 4xxxx) 32Bibliography 47Summary of pagesThis document comprises a front cover, an inside front cover, pages i to iii, a blank page, pages 1 to 48, an inside back

6、 cover and a back cover.BS 6100-9:2007ii BSI 2007ForewordPublishing informationThis part of BS 6100 is published by BSI and came into effect on 31 August 2007. It was prepared by Technical Committee B/500, Basic data. A list of organizations represented on this committee can be obtained on request t

7、o its secretary.SupersessionThis part of BS 6100 has been prepared under the direction of Technical Committee B/500, Basic data. It supersedes BS 6100-6.1:1984, BS 6100-6.2:1986, BS 6100-6.3:1984, BS 6100-6.4:1986, BS 6100-6.5:1987, BS 6100-6.6.1:1992 and BS 6100-6.6.2:1990, which are withdrawn.Rela

8、tionship with other publicationsBS 6100 consists of the following parts. Part 0: Introduction and index. Part 1: General. Part 2: Spaces, building types, environment and physical planning. Part 3: Civil engineering General. Part 4: Civil engineering Transport. Part 5: Civil engineering Water enginee

9、ring, environmental engineering and pipelines. Part 6: Construction parts. Part 7: Services. Part 8: Work with timber and wood-based panels. Part 9: Work with concrete and plaster. Part 10: Contract terms. Part 11: Performance characteristics, measurement and joints. Part 12: Plant, equipment and pe

10、rsons.Information about this documentBS 6100 has been completely restructured and compiled on different principles than previously. Consequently, this part of BS 6100 represents a full revision of the standard.A general introduction to and explanation of the BS 6100 vocabulary is given in BS 6100-0,

11、 which provides an alphabetical index of all the terms in all parts of BS 6100. It is intended that individual parts of BS 6100 are used in conjunction with BS 6100-0 because they do not contain indexes themselves. BSI 2007 iiiBS 6100-9:2007BS 6100-1 reproduces verbatim ISO 6707-1 and provides a voc

12、abulary of general terms for the building and civil engineering industry. It is essential that individual parts of BS 6100 are read in conjunction with BS 6100-1.BS 6100 does not repeat (or provide alternatives for) terms defined in other standards or in other parts of BS 6100. However, it does refe

13、r to where definitions can be found and includes a bibliography of all referenced standards.Presentational conventionsDetails of the structure, layout and presentational conventions used in this part of BS 6100 are given in Clause 2.Contractual and legal considerationsThis publication does not purpo

14、rt to include all the necessary provisions of a contract. Users are responsible for its correct application.Compliance with a British Standard cannot confer immunity from legal obligations.iv BSI 2007 This page deliberately left blankBS 6100-9:2007 BSI 2007 1BS 6100-9:20071 ScopeThis part of BS 6100

15、 defines terms for work with concrete and plaster, including binders, additives, aggregates, concretes and mortars, fibrous and gypsum plasters, and formwork.2 Vocabulary structureThis part of BS 6100 does not contain its own index. Instead, a comprehensive index of terms is given in BS 6100-0. As a

16、 result, it is intended that this part of BS 6100 is used in conjunction with BS 6100-0.The layout of this vocabulary is designed in accordance with ISO 10241 with terms arranged in a classified order and numbered in accordance with ISO 2145.Each term has an individual number consisting of seven dig

17、its in two parts, the first of two digits, the second of five. Each number gives the following information about the term.a) The first two digits represent which part of BS 6100 the term belongs to.b) The third digit represents which group of terms it belongs to within the part.c) The fourth digit r

18、epresents which subgroup of terms it belongs to within the group, as follows.1) Works.2) Parts.3) Materials.4) Activities.5) Processes.6) Plant, equipment and documentation.7) Properties.8) Spaces.9) Miscellaneous.d) The fifth to seventh digits determine the location of the term within the subgroup.

19、Bold words within a definition indicate terms that are defined elsewhere in this part of BS 6100, other parts of BS 6100 or other standards. Reference to where the term is defined is given in parenthesis after the bold word.NOTE 1 References to terms defined in BS 6100-1 are shown giving only the pa

20、rt number, e.g. (01); references to terms defined in all other parts of BS 6100 are shown using their full reference number, e.g. (07 59005).NOTE 2 Where more than one definition source could be referred to, the reference containing the definition of most general applicability is given.BS 6100-9:200

21、72 BSI 2007Alternative terms are given in medium type below preferred terms which are given in bold type. All alternative terms have the status of being deprecated. Abbreviations are given in bold type below the terms to which they relate.In the vocabulary, terms of more than one word are written in

22、 their natural word order, e.g. pedestal elbow, and the word order is not inverted, e.g. elbow, pedestal. However, inverted forms of a term are included in the index in BS 6100-0.Terms are only given in the singular form, even when the plural form is more common (unless the term is only found in the

23、 plural form).3 Binders, hydraulic materials and additives (09 1xxxx)3.1 Materials (09 13xxx)09 13002 latent hydraulic materialhydraulic material that acts by the addition of an activatorNOTE Lime (BS EN 459-1) and water is a common activator.09 13003 blended hydraulic cementmixture of cement (BS EN

24、 206-1) and latent hydraulic material (09 13002)09 13004 clinkersolid material (01) formed in high temperature processes by total or partial fusion09 13006 Portland cementcement (BS EN 206-1) based on ground Portland cement clinker (09 13008)09 13007 calcium aluminate cementcement (BS EN 206-1) obta

25、ined by grinding calcium aluminate cement clinker (09 13009)09 13008 Portland cement clinkerclinker (09 13004) formed from a predetermined homogeneous mixture of materials (01) comprising lime (BS EN 459-1), silica, a small proportion of alumina and generally iron oxide09 13009 calcium aluminate cem

26、ent clinkerclinker (09 13004) formed from a predetermined mixture of materials (01) consisting principally of alumina and oxides, hydroxides or carbonates of calcium with smaller proportions of iron oxides, silica and other oxides09 13010 low heat Portland cementPortland cement (09 13006) with a hea

27、t of hydration substantially less than that of normal Portland cement (09 13006) BSI 2007 3BS 6100-9:200709 13011 sulfate-resisting Portland cementPortland cement (09 13006) with a low tricalcium aluminate content that produces an end product having higher resistance to attack by sulfates than one p

28、roduced from ordinary Portland cement (09 13006)09 13012 blastfurnace slagclinker (09 13004) produced in a molten state simultaneously with pig iron in the reduction of iron ore in a blastfurnace, and composed chiefly of calcium, magnesium and alumino-silicatesNOTE The character of the solid is dete

29、rmined by the way in which the molten material is cooled.09 13013 granulated blastfurnace slagblastfurnace slag (09 13012) that is rapidly cooled to form granules of a shattered vitreous structure09 13014 pozzolanalatent hydraulic material (09 13002) that contains siliceous or siliceous and aluminou

30、s materials (01)09 13015 pulverized-fuel ashsolid material (01) extracted by electrostatic and mechanical means from flue (01) gases of furnaces fired with pulverized bituminous coal (BS 1846-1)09 13017 Portland-slag cementblended hydraulic cement (09 13003) formed by mixing ground granulated blastf

31、urnace slag (09 13013) and Portland cement (09 13006)09 13018 blastfurnace cementblended hydraulic cement (09 13003) with a ground granulated blastfurnace slag (09 13013) content greater than that of Portland-slag cement (09 13017) and a lower proportion of Portland cement (09 13006)09 13019 supersu

32、lfated cementblastfurnace cement (09 13018) with a specified proportion of sulfate09 13020 Portland pozzolana cementblended hydraulic cement (09 13003) comprising a mixture of Portland cement (09 13006) and pozzolana (09 13014)09 13021 pozzolana cementblended hydraulic cement (09 13003) comprising a

33、 homogeneous mixture of Portland cement (09 13006) and pozzolana (09 13014) that has passed a test (11 14010) of pozzolanicity (09 17001)09 13022 composite cementblended hydraulic cement (09 13003) comprising up to two thirds Portland cement (09 13006), together with blastfurnace slag (09 13012), po

34、zzolana (09 13014) and/or fly ash09 13023 Portland composite cementblended hydraulic cement (09 13003) comprising predominantly Portland cement (09 13006) with two or more other main constituentsBS 6100-9:20074 BSI 200709 13024 Portland-limestone cementblended hydraulic cement (09 13003) based on Po

35、rtland cement (09 13006) and limestone (BS EN 12670)09 13025 Portland-burnt shale cementblended hydraulic cement (09 13003) based on Portland cement (09 13006) and burnt oil shale09 13026 Portland-fly ash cementblended hydraulic cement (09 13003) based on Portland cement (09 13006) and fly ash09 130

36、27 Portland-silica fume cementblended hydraulic cement (09 13003) produced by Portland cement (09 13006) with silica fume09 13028 calcium sulfate hemihydratecalcium sulfate in its partially hydrated phase (CaSO4.1/2H2O)09 13030 flocculating admixtureadmixture (01) that greatly increases cohesion by

37、increasing the attractive forces between binder (01) particles09 13032 pumping aidadmixture (01) that reduces line friction (BS EN ISO 772) and/or increases the cohesion of the mix to prevent separation of the constituents09 13033 thickening admixtureadmixture (01) that increases the viscosity (11 2

38、7038) of the liquid phase to reduce the tendency for separation of constituents09 13034 workability retention aidadmixture (01) that prolongs the period during which workability (11 27140) remains close to its initial level09 13035 air detraining admixtureadmixture (01) that reduces entrained air (B

39、S EN 206-1) to low levels09 13037 foam forming admixtureadmixture (01) that allows a high level of air to be incorporated during mixing09 13038 gas forming admixtureadmixture (01) used in the formation of aerated concrete09 13039 strength accelerating admixtureadmixture (01) that increases the rate

40、at which early strength (11 27007) is developed09 13040 antifreezing admixtureadmixture (01) that lowers the freezing point of the liquid phase09 13041 bonding admixtureadmixture (01) that improves bond strength (09 37006)09 13042 colouring admixtureadmixture (01) that changes the colour (11 27079)

41、of the mixture BSI 2007 5BS 6100-9:200709 13043 corrosion inhibiting admixtureadmixture (01) that reduces the risk of corrosion of embedded metal09 13044 expansion producing admixtureadmixture (01) that reacts to produce a controlled expansion in the mixture09 13045 air entraining admixtureadmixture

42、 (01) used in formation of air entrained concrete3.2 Properties (09 17xxx)09 17001 pozzolanicityability of a material (01) to combine with calcium hydroxide at ambient temperatures and in the presence of water in order to produce compounds having the properties (01) of a cement (BS EN 206-1)09 17002

43、 consistencedegree of firmness with which the particles of a material cohere4 Aggregate (09 2xxxx)4.1 Materials (09 23xxx)09 23001 blended aggregateblend of natural aggregates (BS EN 13055-1), manufactured aggregates (BS EN 13055-1), by-product aggregates (BS EN 13055-1), or a combination of these t

44、ypes of aggregate (01)09 23002 graded aggregateaggregate (01) that has a specified range of proportions by mass (11 27001) of a number of different aggregate sizes (BS EN 12620)09 23003 single-sized aggregateaggregate (01) that is deemed to be of the same aggregate size (BS EN 12620); the major prop

45、ortion of the particles pass the same sieve and do not pass the next sieve in the series09 23004 continuously-graded aggregategraded aggregate (09 23002) in which all aggregate sizes (BS EN 12620) within a specified range are represented09 23005 gap-graded aggregategraded aggregate (09 23002) in whi

46、ch one or more intermediate aggregate sizes (BS EN 12620) are not represented09 23006 rounded aggregatecoarse aggregate (BS EN 12620) that consists of particles with rounded surfaces09 23007 irregular aggregatecoarse aggregate (BS EN 12620) that consists of particles of irregular shape (11 27004) an

47、d round edgesBS 6100-9:20076 BSI 200709 23008 angular aggregatecoarse aggregate (BS EN 12620) that consists of particles with sharp edges09 23009 cubical aggregatecoarse aggregate (BS EN 12620) that consists of particles with three substantially equal dimensions (01)09 23010 flaky aggregatecoarse ag

48、gregate (BS EN 12620) consisting of particles with a thickness (01) that is small in relation to the other two dimensions (01)09 23011 elongated aggregatecoarse aggregate (BS EN 12620) consisting of particles that have one dimension (01) significantly larger than the other two09 23012 crushed rockco

49、arse aggregate (BS EN 12620) produced by crushing rock (03 23027)09 23013 uncrushed gravelcoarse aggregate (BS EN 12620) obtained from gravel (03 23029) without crushing09 23014 crushed gravelcoarse aggregate (BS EN 12620) produced from gravel (03 23029) by processes that include crushing09 23015 crusher-run aggregatecrushed rock (09 23012) that has not been subjected to any screening (01) after the initial mechanical crushing09 23016 blastfurnace slag aggregateaggregate (01) from blastfurnace slag (09 13012)09 23017 cenospher