EN 1052-4-2000 en Methods of Test for Masonry - Part 4 Determination of Shear Strength Including Damp Proof Course《圬工用试验方法 第4部分 包括防湿层的剪切强度的测定》.pdf
《EN 1052-4-2000 en Methods of Test for Masonry - Part 4 Determination of Shear Strength Including Damp Proof Course《圬工用试验方法 第4部分 包括防湿层的剪切强度的测定》.pdf》由会员分享,可在线阅读,更多相关《EN 1052-4-2000 en Methods of Test for Masonry - Part 4 Determination of Shear Strength Including Damp Proof Course《圬工用试验方法 第4部分 包括防湿层的剪切强度的测定》.pdf(15页珍藏版)》请在麦多课文档分享上搜索。
1、BRITISH STANDARD Methods of test for masonry - Part 4: Determination of shear strength including damp proof course The European Standard EN 105242000 has the status of a British Standard ICs 91.080.30 IS EN O5242000 NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITED BY COPYBIGI LAW STD*BSI BS EN L
2、052-Li-ENGL 2000 W Lb2Libb7 0870288 TLib M BS EN 1062-4:2000 Amd.No. This British Standard, having been prepared under the direction of the Sector Committee for Buiidng and Civil Engineering, was published under the authority of the Standards Committee and comes into effect on 15 September 2000 Date
3、 Comments Q BSI 09-2000 ISBN O 580 36530 1 National foreword This British Standard is the official Engiish language version of EN 10524:2. The UK participation in its preparation was entrusted by Technical Committee M19, Masonry and associated tests, to Subcommittee B/519/4, Tests, which has the res
4、ponsibility to: - aid enquirers to understand the text; - present to the responsible European committee any enquiries on the interpretation, or proposals for change, and keep the UK interests informed; - monitor related intern - the cross-sectional area Ai of the specimens parallel to the shear forc
5、e with an accuracy of 1 %; - the precompression load F,i; - the load Fi, where failure of one of the bed joints occurs; - the mode of failure, e.g. slipping along damp proof course or material failure within the damp proof course. 8 BSI 09-2000 STD-BSI BS EN L052-V-ENGL 2000 Lb24bb7 0870277 T57 m Pa
6、ge 9 EN 1052-42000 8.4 Replications If failure is by shear failure in the unit parallel with the bed joint or crushing or splitting of the units, then either further specimens may be tested until three shear failures for each precompression level have been achieved or alternatively the result may be
7、 used as a lower bound to the shear strength. However, circumstances may be such that the use of an alternative unit is appropriate. 9 Calculations For each specimen at each compressive stress calculate the shear strength to the nearest 0,Ol N/md using the following formula: Calculate the precompres
8、sive stress at each precompression load as: Fpi 2 fpi =-N/mm Ai 10 Evaluation of results Plot a graph of the individual shear strengthfvi against the normal compressive stresshi as shown in Figure 2. Plot the line determined from a linear regression of the points. Record the mean initial shear stren
9、gth b) name of the testing laboratory; c) number of specimens; d) date of building the specimens; e) curing conditions (e.g. time, temperature, humidity); f) date of testing the specimens; g) laboratory temperature range during test period; h) description of the specimens including dimensions; Q BSI
10、 09-2000 STD-BSI BS EN L052-4-ENGL 2000 1b24bb9 0870297 821 Page 11 EN 1052-42000 i) description of the masonry units and the mortar (to include also details of the mortar mixing procedure and flow value, air content and compressive strength), preferably consisting of the appropriate test reports, o
11、r of extracts taken from these reports; j) description of damp proof course materiais (test certifications); k) age of non-autoclaved concrete units at the time of testing the specimens; 1) moisture content by mass of autoclaved aerated concrete and calcium silicate units at the time of laying or, f
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