BS 6319-7-1985 Testing of resin and polymer cement compositions for use in construction - Method for measurement of tensile strength《建筑用合成树脂胶料试验 第7部分 拉伸强度测试方法》.pdf

《BS 6319-7-1985 Testing of resin and polymer cement compositions for use in construction - Method for measurement of tensile strength《建筑用合成树脂胶料试验 第7部分 拉伸强度测试方法》.pdf》由会员分享，可在线阅读，更多相关《BS 6319-7-1985 Testing of resin and polymer cement compositions for use in construction - Method for measurement of tensile strength《建筑用合成树脂胶料试验 第7部分 拉伸强度测试方法》.pdf（10页珍藏版）》请在麦多课文档分享上搜索。

1、BRITISH STANDARD BS6319-7: 1985 Testing of resin compositions for use in construction Part 7: Method for measurement of tensile strength UDC 691.342+691.537:620.172BS6319-7:1985 This British Standard, having been prepared under the directionof the Civil Engineering and Building Structures Standards

2、Committee, was published under the authority ofthe Executive Board and comesinto effect on 28 February 1985 BSI03-1999 The following BSI references relate to the work on this standard: Committee reference CSB/20 Draft for comment84/10154 DC ISBN 0 580 14069 5 Committees responsible for this British

3、Standard The preparation of this British Standard was entrusted by the Civil Engineering and Building Structures Standards Committee (CSB/-) to Technical Committee CSB/20upon which the following bodies were represented: British Adhesives and Sealants Association British Plastics Federation Concrete

4、Society Construction Industry Research and Information Association County Surveyors Society Department of the Environment (Building Research Establishment) Department of the Environment (Property Services Agency) Department of the Environment (Transport and Road Research Laboratory) Federation Epoxy

5、 Resin Formulators and Applicators Ltd. Institution of Civil Engineers Institution of Highways and Transportation Institution of Structural Engineers Plastics and Rubber Institute Society of Chemical Industry Coopted member Amendments issued since publication Amd. No. Date of issue CommentsBS6319-7:

6、1985 BSI 03-1999 i Contents Page Committees responsible Inside front cover Foreword ii 1 Scope 1 2 Definitions 1 3 Principle 1 4 Apparatus 1 5 Test specimens 1 6 Procedure 1 7 Calculations 3 8 Test report 3 Figure 1 Jaws for briquette testing machine 2 Figure 2 Dimensions of briquette test specimens

7、 3 Publications referred to Inside back coverBS6319-7:1985 ii BSI 03-1999 Foreword This Part of BS6319has been prepared under the direction of the Civil Engineering and Building Structures Standards Committee. This Part describes a method for measurement of tensile strength and is one of a series of

8、 Parts describing methods for measuring basic physical properties of resin based materials. This method of test was adapted from ASTM C190and ASTM C307, and is similar to the optional test for tensile strength previously given in BS 12 “Specification for Portland cement (ordinary and rapid-hardening

9、)” Part2:1971 “Metric units” (now withdrawn), from which the size and form of specimen and jaws is taken. This method is best suited to relatively brittle material but can nevertheless be used for materials that have a tendency to “neck” in the central portion of the specimen. The test is suitable f

10、or quality control and comparative purposes but it does not alone provide sufficient information for direct use in structural design. This Part of BS6319should be read in conjunction with Part1which provides general information and describes a method for preparing test specimens. A British Standard

11、does not purport to include all the necessary provisions of a contract. Users of British Standards are responsible for their correct application. Compliance with a British Standard does not of itself confer immunity from legal obligations. In particular, attention is drawn to the Health and Safety a

12、t Work etc. Act1974. Summary of pages This document comprises of front cover, an inside front cover, pages i and ii, pages1 to 4, an inside back cover and a back cover. This standard has been updated (see copyright date) and may have had amendments incorporated. This will be indicated in the amendme

13、nt table on theinside front cover.BS6319-7:1985 BSI 03-1999 1 1 Scope This Part of BS6319describes a method for measurement of the tensile strength of resin based mortars and concretes cast in the form of dumb-bell shaped briquette test specimens. This method is not applicable to unfilled systems (s

14、ee note1), or to materials having fibrous constituents (see note2) or to materials containing a filler that will not pass through a3.35mm test sieve as specified in BS410. NOTE 1The procedure described in Method320D of BS2782:Methods320A toBS2782:Methods 320F:1976is suitable for unfilled systems. NO

15、TE 2Materials having fibrous constituents often give inconsistent results when tested for tensile strength and should not be assessed using the procedure described in this standard. NOTE 3The titles of the publications referred to in this standard are listed on the inside back cover. 2 Definitions F

16、or the purposes of this Part of BS6319the definitions in BS6319-1apply together with the following. 2.1 tensile stress the tensile force carried by the test specimen per unit area of the original cross-sectional area of the central portion of the specimen 2.2 tensile strength the maximum tensile str

17、ess which the test specimen is capable of supporting 3 Principle The principle of the test is the subjection of test specimens of a defined geometry to a tensile force until failure of the specimen occurs. Measurement of the tensile stress is carried out to determine the tensile strength. 4 Apparatu

18、s 4.1 Tensile testing machine, power driven and capable of maintaining a jaw separation rate of1 0.5mm/min. A continuous indication shall be provided of the force applied to the test specimen, preferably recorded autographically with a permanent indication of the maximum force. The force scale shall

19、 be calibrated by a method that ensures that the error does not exceed the requirements for grade A of BS5214-1. The machine shall be provided with jaws of fixed profile, as detailed in Figure 1, to hold and apply force to the specimens. 4.2 Moulds. Moulds shall comply with BS6319-1so far as it appl

20、ies and shall be of a size and shape to produce specimens in accordance with 5.2. 5 Test specimens 5.1 Preparation of specimens The preparation of dumb-bell briquette test specimens, including the conditioning, proportioning and mixing of the materials and the conditioning and filling of the mould s

21、hall be in accordance with BS6319-1. The filler when sampled in accordance with BS812-102 shall pass through a3.35mm sieve as specified in BS410. 5.2 Dimensions of specimens Test specimens shall be as detailed in Figure 2. 6 Procedure 6.1 Sample Cast and test a minimum of four test specimens at a ti

22、me for each prescribed set of conditions. 6.2 Testing 6.2.1 Temperature. Carry out the test at20 1 C unless, for a specific purpose, an alternative temperature is deemed more appropriate. Maintain the test specimens at the test temperature conditions for not less than16h before testing commences. 6.

23、2.2 Measurement and mass. Measure the width and thickness of the central portion of the dumb-bell briquette test specimens to the nearest0.1mm after cleaning off any loosely adhered particles. Weigh each test specimen to determine its mass to the nearest0.1g. 6.2.3 Placing the specimen in the testin

24、g machine. Place the test specimen in the testing machine in axial alignment with the direction of pull and with the specimen positioned symmetrically in the jaws. NOTESome inconsistency of results has been attributed to specimens being incorrectly positioned in the jaws. 6.2.4 Loading. Apply a tens

25、ile force to the test specimen such that the jaws separate at a rate of1 0.5mm/min until failure occurs. Record the force at break. Conduct repeat tests at the same rate of loading. If the line of fracture occurs outside the middle-third of the specimen, do not use the result for calculating the ten

26、sile strength but declare the result in the test report. Use all other values in the calculations. If less than three valid results are obtained, declare the test to be void. Note the maximum load applied. BS6319-7:1985 2 BSI 03-1999 NOTEThe jaws specified were previously described in BS 12-2:1971 (

27、now withdrawn). Figure 1 Jaws for briquette testing machineBS6319-7:1985 BSI 03-1999 3 7 Calculations Calculate the tensile strength by dividing the load at failure by the original cross-sectional area. Also calculate the mean tensile strength for a minimum of three test specimens, originating from

28、the same mix. Express the values of tensile strength to the nearest0.1N/mm 2 . 8 Test report The following information shall be included in the test report: a) date and site of sample preparation; b) date of test; c) age of test specimen when tested (to the nearest hour, if less than3days old); d) a

29、mbient conditions during the preparation and testing of the test specimens, and the curing regime adopted; e) a complete identification of the material tested including type, source, manufacturers code numbers and history; f) mean cross-sectional area of central portion of each test specimen; g) mas

30、s of each test specimen to the nearest0.1g; h) tensile strength of each valid test specimen; i) arithmetic mean tensile strength; j) breaking loads, including those results excluded from the calculations because of the location of the fracture; k) visible defects on the surface of the test specimen

31、and in the failure plane. NOTEThe test specimens specified were previously described in BS 12-2:1971 (now withdrawn). All dimensions are in millimetres. Figure 2 Dimensions of briquette test specimens4 blankBS6319-7:1985 BSI 03-1999 Publications referred to BS410, Specification for test sieves. BS81

32、2, Testing aggregates. BS812-102, Methods for sampling. BS2782, Methods of testing plastics. BS2782:Methods320A to320F, Determination of tensile strength, elongation and elastic modulus. BS5214, Testing machines for rubbers and plastics. BS5214-1, Constant rate of traverse machines. BS6319, Testing

33、of resin compositions for use in construction. BS6319-1, Method for preparation of test specimens. ASTM C190, Standard test method for tensile strength of hydraulic cement mortars 1) . ASTM C307, Standard test method for tensile strength of chemical-resistant mortars 1) . 1) Referred to in the forew

34、ord only.BS6319-7: 1985 BSI 389 Chiswick High Road London W4 4AL BSIBritishStandardsInstitution BSI is the independent national body responsible for preparing BritishStandards. It presents the UK view on standards in Europe and at the international level. It is incorporated by Royal Charter. Revisio

35、ns BritishStandards are updated by amendment or revision. Users of BritishStandards should make sure that they possess the latest 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 ambigui

36、ty while using this BritishStandard would inform the Secretary of the technical committee responsible, the identity of which can be found on the inside front cover. Tel:02089969000. Fax:02089967400. BSI offers members an individual updating service called PLUS which ensures that subscribers automati

37、cally receive the latest editions of standards. Buying standards Orders for all BSI, international and foreign standards publications should be addressed to Customer Services. Tel:02089969001. Fax:02089967001. In response to orders for international standards, it is BSI policy to supply the BSI impl

38、ementation of those that have been published as BritishStandards, unless otherwise requested. Information on standards BSI 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 in

39、formation services are also available which give details on all its products and services. Contact the Information Centre. Tel:02089967111. Fax:02089967048. Subscribing members of BSI are kept up to date with standards developments and receive substantial discounts on the purchase price of standards

40、. For details of these and other benefits contact Membership Administration. Tel:02089967002. Fax:02089967001. Copyright Copyright subsists in all BSI publications. BSI also holds the copyright, in the UK, of the publications of the internationalstandardization bodies. Except as permitted under the

41、Copyright, Designs and Patents Act 1988 no extract may be reproduced, stored in a retrieval system or transmitted in any form or by any means electronic, photocopying, recording or otherwise without prior written permission from BSI. This does not preclude the free use, in the course of implementing

42、 the standard, of necessary details such as symbols, and size, type or grade designations. If these details are to be used for any other purpose than implementation then the prior written permission of BSI must be obtained. If permission is granted, the terms may include royalty payments or a licensing agreement. Details and advice can be obtained from the Copyright Manager. Tel:02089967070.