EN 679-2005 en Determination of the compressive strength of autoclaved aerated concrete《高压蒸养加气混凝土抗压强度测定》.pdf

上传人:proposalcash356 文档编号:712576 上传时间:2019-01-03 格式:PDF 页数:10 大小:383.19KB
下载 相关 举报
EN 679-2005 en Determination of the compressive strength of autoclaved aerated concrete《高压蒸养加气混凝土抗压强度测定》.pdf_第1页
第1页 / 共10页
EN 679-2005 en Determination of the compressive strength of autoclaved aerated concrete《高压蒸养加气混凝土抗压强度测定》.pdf_第2页
第2页 / 共10页
EN 679-2005 en Determination of the compressive strength of autoclaved aerated concrete《高压蒸养加气混凝土抗压强度测定》.pdf_第3页
第3页 / 共10页
EN 679-2005 en Determination of the compressive strength of autoclaved aerated concrete《高压蒸养加气混凝土抗压强度测定》.pdf_第4页
第4页 / 共10页
EN 679-2005 en Determination of the compressive strength of autoclaved aerated concrete《高压蒸养加气混凝土抗压强度测定》.pdf_第5页
第5页 / 共10页
点击查看更多>>
资源描述

1、BRITISH STANDARDBS EN 679:2005Determination of the compressive strength of autoclaved aerated concreteThe European Standard EN 679:2005 has the status of a British StandardICS 91.100.30g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55

2、g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58BS EN 679:2005This British Standard was published under the authority of the Standards Policy and Strategy Committee on 30 September 2005 BSI 30 September 2005ISBN 0 580 46612 4National forewordThis British Standard

3、 is the official English language version of EN 679:2005. It supersedes BS EN 679:1994 which is withdrawn.The UK participation in its preparation was entrusted to Technical Committee B/523, Prefabricated components of reinforced autoclaved aerated concrete and lightweight aggregate concrete with ope

4、n structure, which has the responsibility to:A list of organizations represented on this committee can be obtained on request to its secretary.Cross-referencesThe British Standards which implement international or European publications referred to in this document may be found in the BSI Catalogue u

5、nder the section entitled “International Standards Correspondence Index”, or by using the “Search” facility of the BSI Electronic Catalogue or of British Standards Online.This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct ap

6、plication.Compliance with a British Standard does not of itself confer immunity from legal obligations. aid enquirers to understand the text; present to the responsible international/European committee any enquiries on the interpretation, or proposals for change, and keep UK interests informed; moni

7、tor related international and European developments and promulgate them in the UK.Summary of pagesThis document comprises a front cover, an inside front cover, the EN title page, pages 2 to 7 and a back cover.The BSI copyright notice displayed in this document indicates when the document was last is

8、sued.Amendments issued since publicationAmd. No. Date CommentsEUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 679 July 2005 ICS 91.100.30 Supersedes EN 679:1993 English version Determination of the compressive strength of autoclaved aerated concrete Dtermination de la rsistance la compression d

9、u bton cellulaire autoclav Bestimmung der Druckfestigkeit von dampfgehrtetem Porenbeton This European Standard was approved by CEN on 3 June 2005. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of

10、a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the Central Secretariat or to any CEN member. This European Standard exists in three official versions (English, French, German). A version

11、 in any other language made by translation under the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia,

12、 Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMIT

13、EE FR NORMUNG Management Centre: rue de Stassart, 36 B-1050 Brussels 2005 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 679:2005: EEN 679:2005 (E) 2 Contents page Foreword3 1 Scope 4 2 Normative references 4 3 Principle4 4 Appara

14、tus .4 5 Test specimens4 6 Testing procedure6 7 Test results.7 8 Test report 7 EN 679:2005 (E) 3 Foreword This European Standard (EN 679:2005) has been prepared by Technical Committee CEN/TC 177 “Prefabricated reinforced components of autoclaved aerated concrete or light-weight aggregate concrete wi

15、th open structure”, the secretariat of which is held by DIN. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by January 2006, and conflicting national standards shall be withdrawn at the latest by Ja

16、nuary 2006. This document supersedes EN 679:1993. In order to meet the performance requirements as laid down in the product standard for prefabricated components of autoclaved aerated concrete, a number of standardized test methods are necessary. According to the CEN/CENELEC Internal Regulations, th

17、e national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Pola

18、nd, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EN 679:2005 (E) 4 1 Scope This European Standard specifies the procedure for the determination of the compressive strength of autoclaved aerated concrete. 2 Normative references The following referenced documents are in

19、dispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 678, Determination of the dry density of autoclaved aerated concrete EN 1353, Determina

20、tion of moisture content of autoclaved aerated concrete EN 12390-4, Testing hardened concrete Part 4: Compressive strength Specification for testing machines 3 Principle The compressive strength is determined on test specimens as the ratio between the rupture load in axial compression and the cross-

21、sectional area of the test specimen perpendicular to the loading direction. 4 Apparatus a) saw for cutting test specimens; b) compression testing machine, which meets the requirements of EN 12390-4, machine class 1 or 2; c) calipers, capable of reading the dimensions of the test specimens to an accu

22、racy of 0,1 mm; d) ventilated drying oven, capable of maintaining a temperature of (105 5) C; e) straight edge, at least 200 mm long, a 0,1 mm-feeler gauge, a 1 mm-feeler gauge, and a square; f) balance, capable of determining the mass of the test specimens to an accuracy of 0,1 %. 5 Test specimens

23、5.1 Sample The sample for the preparation of the test specimens shall be taken in such a manner that it is representative of the product to be investigated. NOTE The test specimens may be prepared from prefabricated reinforced components. Alternatively, they may be taken from prefabricated unreinfor

24、ced components of the same mould. 5.2 Shape and size of test specimens The test specimens shall be cubes with an edge length of 100 mm. Test specimens of other shapes or sizes may be used, provided that the compressive strength determined on such test specimens can be directly related to the compres

25、sive strength determined on 100 mm cubes. EN 679:2005 (E) 5 5.3 Number of test specimens A test set shall consist of three test specimens. Whenever possible, one test specimen shall be prepared from the upper third of the component, one from the middle and one from the lower third, in the direction

26、of rise of the mass during manufacture (see Figure 1). The position of the test specimens in the material relative to the rise of the mass shall be shown by the numbering, and the direction of rise shall be marked on the test specimens. Key 1 Direction of rise Figure 1 Sampling scheme 5.4 Preparatio

27、n of test specimens The test specimen shall be cut by means of a rotating carborundum blade or similar equipment. They shall not contain any reinforcement. All surfaces shall be plane and clean. The surfaces of the test specimen shall not deviate from planeness by more than 0,1 mm. Planeness shall b

28、e checked across the two diagonal using a straight edge and a 0,1 mm-feeler gauge. The angle between the loadbearing surfaces and the adjacent surfaces shall not deviate from a right angle by more than 1 mm/100 mm. This shall be checked along both orthogonal middle axes of the loadbearing surfaces b

29、y means of a square and a 1 mm-feeler gauge or similar instrument. 5.5 Measurement of test specimens and determination of their volume The dimension of the test specimen shall be measured to an accuracy of 0,1 mm, using calipers. Length and width of the loadbearing cross-sectional area, AC, shall be

30、 measured in mid height at two opposite sides, and the cross-sectional area shall be calculated by multiplying the mean values of length and width measurements. The height perpendicular to the loadbearing cross-sectional area shall be measured in the middle of two opposite sides adjacent to the load

31、bearing surfaces. The volume V of the test specimen shall be calculated by multiplying ACby the mean value of the height measurements. EN 679:2005 (E) 6 5.6 Conditioning of test specimens The test specimen shall be conditioned at a temperature not exceeding 60 C until their moisture content is expec

32、ted to be (6 2) % by mass. This may be estimated by comparing their moist density with the dry density determined in accordance with EN 678 on a companion specimen extracted from the same area of the same component (see NOTE). After reaching the specified moisture content, the test specimen shall be

33、 stored, protected against moisture changes, for at least 2 h for ensuring thermal equilibrium with the laboratory at (20 5) C prior to the compression test. Immediately before the compression test the moist mass, mm, of the test specimen shall be determined again, to an accuracy of 0,1 %. NOTE The

34、expected moisture content m,exp., in % by mass, of a test specimen can be calculated as 100compcomptm,.expm,= (1) where m,tmm/V is the moist density of the test specimen, calculated by dividing its moist mass mmby its volume V determined according to 5.5, in kilograms per cubic metre; compis the dry

35、 density of the companion specimen determined according to EN 678, in kilograms per cubic metre. 6 Testing procedure 6.1 Compression test The platens of the testing machine shall be wiped clean, and the conditioned test specimen (see 5.6) shall be centred in the testing machine. The load shall be ap

36、plied axially and perpendicularly to the direction of rise. The test specimen shall be loaded gradually and without shock at a constant rate corresponding to a stress increase of (0,1 0,05) MPa per s until rupture of the test specimen occurs. The maximum load carried by the test specimen shall be re

37、corded. 6.2 Determination of actual moisture content and dry density of test specimens After the compression test the test specimens shall be dried at (105 5) C until constant mass in order to determine their actual moisture content at the moment of testing in accordance with EN 1353 and their dry d

38、ensity in accordance with EN 678. Care shall be taken that no material is lost. If material is lost, the crushed test specimen should be weighed immediately after the compression test, and its residual volume should be calculated by multiplying its original volume V by the ratio of the moist masses

39、determined immediately after and before the compression test. EN 679:2005 (E) 7 7 Test results The compressive strength fci, in MPa, of the test specimen i is determined as follows: 321 ,ciici= iAFf (2) where Fiis the maximum load at failure, in Newtons; Aciis the cross-sectional area to which the l

40、oad is applied, determined in accordance with 5.5, in square millimetres. The compressive strength of each individual test specimen, fci, shall be expressed to the nearest 0,05 MPa. The compressive strength of the product fc, in Megapascals, is defined as the mean value of the compressive strengths

41、fciof the three test specimens of the test set: 3321/)(ccccffff += (3) The compressive strength of the product, fc, shall be expressed to the nearest 0,1 Megapascal. 8 Test report The test report shall include the following: a) identification of the product; b) date of manufacture or other code; c)

42、place and date of testing, testing institute and person responsible for testing; d) number and date of issue of this European Standard; e) shape, size, and relative position of the test specimens; f) moisture content of each individual test specimen and mean value; g) dry density of each individual

43、test specimen and mean value; h) compressive strength of each individual test specimen and compressive strength of the product; i) observations on the appearance of the test specimens. BS EN 679:2005BSI389 Chiswick High RoadLondonW4 4ALBSI British Standards InstitutionBSI is the independent national

44、 body responsible for preparing British Standards. It presents the UK view on standards in Europe and at the international level. It is incorporated by Royal Charter.RevisionsBritish Standards are updated by amendment or revision. Users of British Standards should make sure that they possess the lat

45、est amendments or editions.It is the constant aim of BSI to improve the quality of our products and services. We would be grateful if anyone finding an inaccuracy or ambiguity while using this British Standard would inform the Secretary of the technical committee responsible, the identity of which c

46、an be found on the inside front cover. Tel: +44 (0)20 8996 9000. Fax: +44 (0)20 8996 7400.BSI offers members an individual updating service called PLUS which ensures that subscribers automatically receive the latest editions of standards.Buying standardsOrders for all BSI, international and foreign

47、standards publications should be addressed to Customer Services. Tel: +44 (0)20 8996 9001. Fax: +44 (0)20 8996 7001. Email: ordersbsi-. Standards are also available from the BSI website at http:/www.bsi-.In response to orders for international standards, it is BSI policy to supply the BSI implementa

48、tion of those that have been published as British Standards, unless otherwise requested.Information on standardsBSI provides a wide range of information on national, European and international standards through its Library and its Technical Help to Exporters Service. Various BSI electronic informati

49、on services are also available which give details on all its products and services. Contact the Information Centre. Tel: +44 (0)20 8996 7111. Fax: +44 (0)20 8996 7048. Email: infobsi-.Subscribing members of BSI are kept up to date with standards developments and receive substantial discounts on the purchase price of standards. For details of these and other benefits contact Membership Administration. Tel: +44 (0)20 8996 7002. Fax: +44 (0)20 8996 7001. Email: membershipbsi-.Information regardi

展开阅读全文
相关资源
猜你喜欢
相关搜索

当前位置:首页 > 标准规范 > 国际标准 > 其他

copyright@ 2008-2019 麦多课文库(www.mydoc123.com)网站版权所有
备案/许可证编号:苏ICP备17064731号-1