ASTM C279-17 Standard Specification for Chemical-Resistant Masonry Units.pdf

上传人:卡尔 文档编号:286598 上传时间:2019-07-10 格式:PDF 页数:3 大小:74.55KB
下载 相关 举报
ASTM C279-17 Standard Specification for Chemical-Resistant Masonry Units.pdf_第1页
第1页 / 共3页
ASTM C279-17 Standard Specification for Chemical-Resistant Masonry Units.pdf_第2页
第2页 / 共3页
ASTM C279-17 Standard Specification for Chemical-Resistant Masonry Units.pdf_第3页
第3页 / 共3页
亲,该文档总共3页,全部预览完了,如果喜欢就下载吧!
资源描述

1、Designation: C279 17Standard Specification forChemical-Resistant Masonry Units1This standard is issued under the fixed designation C279; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A number in parenth

2、eses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope*1.1 This specification covers solid, kiln fired brick and tilemade from clay, shale, or mixtures thereof, suitable for indoorand outdoor use in masonry con

3、struction subjected to chemicalenvironments (see Terminology C1232).1.2 The brick and tile covered herein are intended for use inchemical environments where resistance to thermal shock maybe a consideration. The brick and tile are normally used withchemical-resistant mortars.1.3 The values stated in

4、 inch-pound units are to be regardedas standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.1.4 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It

5、is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.1.5 This international standard was developed in accor-dance with internationally recognized principles on standard-ization

6、established in the Decision on Principles for theDevelopment of International Standards, Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2C20 Test Methods for Apparent Porosity, Water Absorption,A

7、pparent Specific Gravity, and Bulk Density of BurnedRefractory Brick and Shapes by Boiling WaterC67 Test Methods for Sampling and Testing Brick andStructural Clay TileC1232 Terminology of MasonryE11 Specification for Woven Wire Test Sieve Cloth and TestSieves3. Terminology3.1 DefinitionsFor definiti

8、ons relating to chemical-resistant masonry units, refer to Terminology C1232.4. Classification4.1 The physical and chemical properties of brick and tilediffer from supplier to supplier, mainly because their compo-sition is determined by the source of raw materials. Regardlessof the differences, bric

9、k and tile are considered to be one ofthree types and one of two classes as follows:4.1.1 Type IFor use where low absorption and high acidresistance are not major factors.4.1.2 Type IIFor use where lower absorption and higheracid resistance are required.4.1.3 Type IIIFor use where minimum absorption

10、 andmaximum acid resistance are required.NOTE 1Types I, II, and III may not differ significantly in thermalshock resistance. The suitability of a given brick, for a particularapplication should be determined at the time of purchase by agreementbetween the purchaser and the supplier.NOTE 2Types I and

11、 III were formerly designated Type “H” and “L”respectively.4.1.4 Class SFor use in standard applications.4.1.5 Class XFor use where a higher degree of precisionand lower permissible variation in size than that permitted forClass S is required.5. Physical Properties5.1 StrengthThe brick and tile when

12、 tested in accordancewith Test Methods C67 shall conform to the requirements formodulus of rupture (flexural strength) for the type specified, asprescribed in Table 1.5.2 Water AbsorptionThe brick and tile when tested inaccordance with Test Methods C20 shall conform to therequirements for water abso

13、rption (based on the 2 h boil) forthe type specified, as prescribed in Table 1.6. Dimensions and Permissible Variations6.1 SizesThe sizes of the brick and tile shall be asspecified by the purchaser. The length, width, and depth1This specification is under the jurisdiction of ASTM Committee C15 onMan

14、ufactured Masonry Units and is the direct responsibility of SubcommitteeC15.02 on Brick and Structural Clay Tile.Current edition approved June 1, 2017. Published July 2017. Originally approvedin 1951. Last previous edition approved in 2013 as C279 13a. DOI: 10.1520/C0279-17.2For referenced ASTM stan

15、dards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.*A Summary of Changes section appears at the end of this standardCopyright ASTM Intern

16、ational, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for theDevelopment of International Standards, G

17、uides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.1Mon Apr 30 39 measurements of the brick or tile shall be within 63 % of thespecified dimensions for Class S units and within 61.5 % ofthe specified dimensions for Class X units.6.2 WarpageTh

18、e brick and tile shall conform to therequirements as shown in Table 2.7. Finish and Appearance7.1 Surface TexturesBrick or tile surfaces are often tex-tured in order to promote better bonding. Texturing is accom-plished by scoring, wire cutting, matting, or other meansconsistent with a manufacturers

19、 process. If texturing is done,the protrusion or indentation shall not exceed18 in. (3 mm) indepth.7.2 The brick and tile shall be free of open surface lamina-tions or cracks which would impair the performance of theconstruction.NOTE 3Open laminations or cracks within the brick or tile observedin th

20、e brick or tile cut or broken during testing, should be noted with theirsize and number indicated as part of the test report. If internal openlaminations or cracks, or both, are reported, the purchaser shall determinethe suitability of such brick or tile for his application.7.3 Black HeartBrick or t

21、ile when broken may have adark area that has a steely appearance and is sharply delineatedfrom the surrounding normal color of the brick. It is known asblack heart or black core. Black heart is generally the result ofthe reduction of iron minerals during the firing process. Itspresence, regardless o

22、f size, in brick or tile which otherwisemeet the physical and chemical requirements of thisspecification, shall not be cause for rejection.8. Sulfuric Acid Solubility Test8.1 Apparatus:8.1.1 Crusher, jaw-type.8.1.2 Sieves,14-in. (6.3-mm) and No. 4 (4.75-mm) sieves(equivalent to 3-mesh and 4-mesh sie

23、ves, respectively, in theTyler series), conforming to Specification E11.8.1.3 Mechanical Shaking Device, producing a lateral andvertical motion of the sieve, accompanied by a jarring action soas to keep the sample moving continuously over the surface ofthe sieve.8.1.4 Drying Oven.8.1.5 Analytical Ba

24、lance and Weights, 0.01-g sensitivity.8.1.6 Desiccator.8.1.7 Erlenmeyer Flask, 750-mL, of heat-resistant andchemically resistant glass.8.1.8 Water-Cooled Condenser.8.1.9 Hot Plate.8.1.10 Fritted-Glass Funnel, fine porosity.8.1.11 Suction Pump.8.2 Preparation of SamplePrepare the sample from atleast

25、five masonry units selected in accordance with TestMethods C67. Remove and discard the skin surface from aquarter of each unit selected and crush the remaining pieces ina jaw-type crusher, with the jaws set so that the grain size of theproduct ranges from material retained on a14-in. (6.3-mm)sieve t

26、o material passing a No. 4 (4.75-mm) sieve. Reduce thismaterial either by mixing and quartering or by a mechanicalsplitter to approximately a 1000-g sample, and screen in amechanical shaking device for 15 min, using the No. 3(6.75-mm) and No. 4 (4.75-mm) sieves. Thoroughly mix theportion of the mate

27、rial passing the No. 3 (6.75-mm) sieve andremaining on the No. 4 (4.75-mm) sieve (Note 4), and thenquarter down to obtain two 50-g samples. Dry these samples ina drying oven at 221 to 239F (105 to 115C) for at least 16 h,and then cool in a desiccator.NOTE 4Although it is recognized that some types o

28、f material tend tobreak down in a manner yielding various-shaped particles, no attemptshall be made at hand selection.8.3 ProcedureTransfer each of the 50-g samples, weighedto the nearest 0.01 g, and 250 mL of sulfuric acid (sp gr 1.706,or 78 weight % 60 Baum) to 750-mL Erlenmeyer flasks.Insert wate

29、r-cooled condensers and boil on hot plates for 48 h(Note 5). Cool the flasks and contents sufficiently to permithandling, and decant the solutions through fritted-glass funnelswith the aid of suction, retaining the samples in the flasks. Addabout 250 mL of water to the flasks, boil for 10 min, and d

30、ecantwith the aid of suction through the same funnels as usedpreviously. Repeat this washing procedure three times. On thefourth decantation of wash water, transfer the samples to thefunnels, using hot water to aid in the transfer. Dry the funnelsand contents in an oven at 221 to 239F (105 to 115C)

31、for atleast 16 h, and cool in a desiccator. Remove material from thefunnels, brushing out the fines if necessary, and weigh to thenearest 0.01 g.NOTE 5Regulate the temperature of the hot plate so as to maintain agentle boiling solution avoiding any considerable agitation of the sample.The use of a v

32、ariable transformer in series with the hot plate is suggested.8.4 Calculation and ReportCalculate the loss in weight asa percentage of the original weight. Make duplicate determi-nations and report an average of the two results to the nearest0.1 %.9. Precision and Bias9.1 Astatement on precision and

33、 bias will be added at a laterdate.TABLE 1 Physical and Chemical Requirements for Brick and TileDesignationModulus of Rupture(Brick or Tile Flat-wise) min. psi (MPa)Water AbsorptionMaximum % by2 h Boiling TestH2SO4SolubilityMaximum %Weight LossAverage of 5Brick or TileLow IndividualAverage of 5Brick

34、 or TileHigh IndividualAverage of 5Brick or TileType I 1250 (8.6) 1000 (6.9) 6.0 7.0 20Type II 1250 (8.6) 1000 (6.9) 4.0 5.0 12Type III 1250 (8.6) 1000 (6.9) 1.0 1.5 8TABLE 2 Tolerances on WarpageMinimum Face Dimensions,inches (mm)Maximum Permissible Warpage, inches(mm)Class S Class X8 (203) and und

35、er332 (2.4)364 (1.2)over 8 to 12 (203 to 305), incl18 (3.2)116 (1.6)over 12 to 16 (305 to 406), incl532 (4.0)564 (2.0)C279 172Mon Apr 30 39 10. Sampling and Testing10.1 The brick shall be sampled and tested in accordancewith applicable sections in Test Methods C67 and Section 8.10.2 The manufacturer

36、 or the seller shall furnish specimensfor test. The place or places of selection shall be designatedwhen the purchase order is placed.11. Keywords11.1 absorption; acid resistance; acid solubility; ceramic;chemical-resistant; masonry; physical properties; solid brickSUMMARY OF CHANGESCommittee C15 ha

37、s identified the location of selected changes to this standard since the last issue (C279 13a)that may impact the use of this standard. (June 1, 2017)(1) Changed drying temperature ranges in 8.2 and 8.3.ASTM International takes no position respecting the validity of any patent rights asserted in con

38、nection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the respon

39、sible technical committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful

40、consideration at a meeting of theresponsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 1

41、00 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org). Permission rights to photocopy the standard may also be secured from the Copyright Clearance Center, 222Rosewood Drive, Danvers, MA 01923, Tel: (978) 646-2600; http:/ 173Mon Apr 30 39

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 > ASTM

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