ImageVerifierCode 换一换
格式:PDF , 页数:3 ,大小:75.83KB ,
资源ID:508190      下载积分:10000 积分
快捷下载
登录下载
邮箱/手机:
温馨提示:
如需开发票,请勿充值!快捷下载时,用户名和密码都是您填写的邮箱或者手机号,方便查询和重复下载(系统自动生成)。
如填写123,账号就是123,密码也是123。
特别说明:
请自助下载,系统不会自动发送文件的哦; 如果您已付费,想二次下载,请登录后访问:我的下载记录
支付方式: 支付宝扫码支付 微信扫码支付   
注意:如需开发票,请勿充值!
验证码:   换一换

加入VIP,免费下载
 

温馨提示:由于个人手机设置不同,如果发现不能下载,请复制以下地址【http://www.mydoc123.com/d-508190.html】到电脑端继续下载(重复下载不扣费)。

已注册用户请登录:
账号:
密码:
验证码:   换一换
  忘记密码?
三方登录: 微信登录  

下载须知

1: 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。
2: 试题试卷类文档,如果标题没有明确说明有答案则都视为没有答案,请知晓。
3: 文件的所有权益归上传用户所有。
4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
5. 本站仅提供交流平台,并不能对任何下载内容负责。
6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

版权提示 | 免责声明

本文(ASTM C744-2009 Standard Specification for Prefaced Concrete and Calcium Silicate Masonry Units《预制混凝土及硅酸钙砌块的标准规范》.pdf)为本站会员(medalangle361)主动上传,麦多课文库仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文库(发送邮件至master@mydoc123.com或直接QQ联系客服),我们立即给予删除!

ASTM C744-2009 Standard Specification for Prefaced Concrete and Calcium Silicate Masonry Units《预制混凝土及硅酸钙砌块的标准规范》.pdf

1、Designation: C744 09Standard Specification forPrefaced Concrete and Calcium Silicate Masonry Units1This standard is issued under the fixed designation C744; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision.

2、 A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the Department of Defense.1. Scope*1.1 This specification covers prefaced concrete masonr

3、yunits with the exposed-to-view-in-place surfaces covered at thepoint of manufacture with resin, resin and inert filler, or cementand inert filler to produce a smooth resinous tile facing. Thisspecification does not address, and therefore is not applicableto, ground-face concrete masonry units that

4、are manufacturedby grinding a thin layer off the surface of a concrete masonryunit to expose aggregates within and polishing to produce asmooth, architectural finish.1.2 The text of this specification references notes andfootnotes which provide explanatory material. These notes andfootnotes (excludi

5、ng those in tables and figures) shall not beconsidered as requirements of the standard.1.3 The values stated in 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 standar

6、d.2. Referenced Documents2.1 ASTM Standards:2C55 Specification for Concrete Building BrickC73 Specification for Calcium Silicate Brick (Sand-LimeBrick)C90 Specification for Loadbearing Concrete Masonry UnitsC129 Specification for Nonloadbearing Concrete MasonryUnitsC140 Test Methods for Sampling and

7、 Testing ConcreteMasonry Units and Related UnitsC501 Test Method for Relative Resistance to Wear ofUnglazed Ceramic Tile by the Taber AbraserC1232 Terminology of MasonryD822 Practice for Filtered Open-Flame Carbon-Arc Expo-sures of Paint and Related CoatingsD2244 Practice for Calculation of Color To

8、lerances andColor Differences from Instrumentally Measured ColorCoordinatesD2486 Test Methods for Scrub Resistance of Wall PaintsE84 Test Method for Surface Burning Characteristics ofBuilding Materials3. Terminology3.1 Terminology defined in Terminology C1232 shall applyfor this specification.4. Mat

9、erials4.1 Concrete masonry units on which prefaced surfaces aremolded shall meet the requirements of:4.1.1 Specification C55 for Concrete Building Brick.4.1.2 Specification C73 for Calcium Silicate Face Brick(Sand-Lime Brick).4.1.3 Specification C90 for Loadbearing Concrete MasonryUnits.4.1.4 Specif

10、ication C129 for Nonloadbearing Units.NOTE 1The purchaser of prefaced units should indicate the applicablespecification and the type and grade of unit required. Where prefaced unitsare required for exterior use, the manufacturer should be consulted formaterial suitable for this purpose.5. Facing Req

11、uirements5.1 Resistance to Crazing, Cracking, or SpallingThereshall be no crazing, cracking, or spalling of the facing materialwhen the unit is tested in accordance with 7.2.5.2 Resistance to ChemicalsThe condition of the surfaceshall show no change after testing with each of the chemicalslisted in

12、7.3.5.3 AdhesionWhen viewed without magnification, thereshall be no failure of the adhesion of the facing material to theconcrete masonry unit at the time of failure of the entireprefaced unit when tested in compression in accordance with7.4.5.4 AbrasionThe wear index shall exceed 130 whentested in

13、accordance with 7.5.1This specification is under the jurisdiction of ASTM Committee C15 onManufactured Masonry Units and is the direct responsibility of SubcommitteeC15.03 on Concrete Masonry Units and Related Units.Current edition approved Dec. 1, 2009. Published December 2009. Originallyapproved i

14、n 1973. Last previous edition approved in 2005 as C744 08. DOI:10.1520/C0744-09.2For referenced ASTM standards, 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

15、onthe ASTM website.1*A Summary of Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.5.5 Surface Burning CharacteristicsWhen tested in ac-cordance with 7.6, the surfaces of the prefaced

16、 units shall havea flame spread classification not greater than 25 withoutevidence of continued progressive combustion and shall have asmoke density rating not greater than 50.5.6 Color, Tint, or TextureColor, tint, or texture shall be asspecified. When tested in accordance with 7.7 and thencompared

17、 with an unexposed unit, there shall be no change intexture, and color differences shall not exceed 5.0 Delta units.5.7 Soiling and CleansabilityThere shall not be a stainvisible when specimens are tested in accordance with 7.8.1 andthen viewed from a distance of 10 ft (3m) under an illuminationof n

18、ot less than 50 footcandles (538.2 lm/m2) by an observerwith normal vision. Spotting media shall be observed to becompletely removed from specimens when tested in accor-dance with 7.8.2 and 7.8.3 and then viewed from a distance of10 ft (3 m) under an illumination of not less than 50footcandles (538.

19、2 lm/m2) by an observer with normal vision.5.8 ReportTest reports shall show the results of testsrequired by 5.1 through 5.7.6. Dimensional Tolerances6.1 Face DimensionThe total variation from specifieddimensions in the finished face dimensions of the units shallnot exceed 6116 in. (1.6 mm) from spe

20、cified dimensions.6.2 DistortionThe distortion of the plane and edges of theface of individual units from the corresponding plane surfaceand edges of the concrete masonry unit shall not exceed116 in.(1.6 mm).7. Sampling and Testing7.1 The purchaser or authorized representative shall beaccorded prope

21、r facilities to inspect and sample the prefacedconcrete masonry units at the place of manufacture from thelots ready for delivery.7.2 CrazingResistance to crazing of prefaced concretemasonry units shall be determined by oven drying from asaturated condition in accordance with the absorption testingp

22、rocedure of Test Methods C140, allowing the specimen tocool to room temperature, and resaturating.7.3 Resistance to ChemicalsApply a convenient quantityof the chemicals, as shown in Table 1, one at a time on thefacing material and leave covered with a watchglass for theduration of the test period. F

23、or volatile chemicals, place asaturated wad under the watchglass and keep saturated. Uponcompletion of the test period, wipe the test area clean with aclean cloth. The condition of the test area shall show no changeafter testing with each chemical for the specified time pre-scribed in Table 1.7.4 Ad

24、hesion of FacingTest three prefaced concrete ma-sonry units for compressive strength in accordance with TestMethods C140. Apply the compressive load until failure of theentire unit occurs. When viewed without magnification, thereshall be no visible failure of the adhesion of the facing materialto th

25、e concrete masonry unit at the time of failure of the entireprefaced concrete masonry unit.7.5 AbrasionDetermine the wear index in accordancewith Test Method C501 using Taber Abraser Research Model503 with a Taber CS-17 abrasive wheel and a 1000-g weightfor 500 wear cycles.7.6 Surface BurningDetermi

26、ne flame spread and smokeratings in accordance with Test Method E84.7.7 Color ChangeDetermine color difference using CIEL*, a*, b*, or CIELAB (1976) with two-degree observer,illuminant C, and specular excluded in accordance with TestMethod D2244. Take measurements before and after 500 h ofaccelerate

27、d weathering using the single-arc apparatus in accor-dance with Practice D822. Use test panels not less than 3 in.(76.2 mm) wide by 6 in. (152.4 mm) long. Test panels need notbe conditioned.7.8 Soiling and Cleansability:7.8.1 Staining MediaPour a stain consisting of 0.5 g ofoil-soluble dye (C.I. Sol

28、vent Orange 7, C.I. 12140), 1.0 g oflanolin, and 5.0 g of SAE 10 oil one at a time on an areaapproximately12 in. (12.7 mm) in diameter on the preface sideof units. Allow the stain to remain on the specimens for aperiod of 4 days. Clean the specimen for 80 cycles inaccordance with Test Method D2486 u

29、sing an industrial-gradecleaning agent. Examine the cleaned surface for the followingdegrees of intensity (see 5.7):7.8.1.1 Stain completely removed.7.8.1.2 Trace.7.8.1.3 Evident.7.8.1.4 Pronounced.7.8.1.5 Very pronounced.7.8.2 Spotting MediaApply each of the following stainson each specimen:7.8.2.1

30、 Writing Pencil, No. 2Apply the pencil soil bywedging it in a glass tube that fits snugly but floats freely in awooden block. Apply the soil by placing a 500-g weight on topof the pencil in such a manner that the soil is uniform in widthand thickness.7.8.2.2 Magic MarkerApply the Magic-Marker soil b

31、ywedging it in a glass tube that fits snugly but floats freely in awooden block. Apply the soil by placing a 500-g weight on topof the Magic Marker in such a manner that the soil is uniformin width and thickness.7.8.2.3 LanolinSmear the lanolin on the surface using anartists or similar brush.7.8.2.4

32、 Carbon PaperApply the carbon paper soil byplacing a 500-g weight on 1 in.2(645.2 mm2) of paper anddrawing the weighted paper across the surface in a singlestroke.TABLE 1 Resistance to ChemicalsChemicalDuration ofTest, hAcetic acid (CH3COOH) (5 %) 24Hydrochloric acid (HCl) (10 %) 3Potassium hydroxid

33、e (KOH) (10 %) 3Trisodium phosphate (Na3PO4)(5%) 24Hydrogen peroxide (H2O2)(3%) 24Household detergent (10 %) 24Vegetable oil 24Blue-black ink 1Ethyl alcohol, industrial denatured (95 %) 3C744 0927.8.3 Clean the stained areas as specified in 7.8.1 except asfollows:7.8.3.1 Use 100% isopropyl alcohol t

34、o clean the Magic-Marker medium; clean spotting of writing pencil medium for10 cycles; clean spotting of Magic-Marker medium for 150cycles; clean spotting of lanolin and of carbon paper media for60 cycles.8. Inspection8.1 All prefaced concrete masonry units shall be sound andfree of cracks or other

35、defects that interfere with the properplacing of the units or impair the strength or permanence of theconstruction.8.2 SurfaceThe coated surface shall be free of chips,crazes, cracks, blisters, crawling, holes, and other imperfec-tions detracting from the appearance of the units when viewedfrom a di

36、stance of 5 ft (1.5 m) perpendicular to the coatedsurface and using daylight without direct sunlight.9. Compliance9.1 If a sample fails to conform to the specified require-ments, the manufacturer shall be permitted to remove unitsfrom the shipment. A new sample shall be selected by thepurchaser from

37、 remaining units from the shipment with asimilar configuration and dimension and tested at the expenseof the manufacturer. If the second sample meets the specifiedrequirements, the remaining portion of the shipment repre-sented by the sample meets the specified requirements. If thesecond sample fail

38、s to meet the specified requirements, theremaining portion of the shipment represented by the samplefails to meet the specified requirements.NOTE 2Unless otherwise specified in the purchase order, the cost oftests is typically borne as follows: (1) if the results of the tests show thatthe units do n

39、ot conform to the requirements of this specification, the costis typically borne by the seller; (2) if the results of the tests show that theunits conform to the specification requirements, the cost is typically borneby the purchaser.10. Keywords10.1 calcium silicate masonry units; concrete masonryu

40、nits; masonry units; prefaced unitsSUMMARY OF CHANGESCommittee C15 has identified the location of selected changes to this standard since the last issue (C744 08)that may impact the use of this standard. (Approved Dec. 1, 2009.)(1) Subsection 7.2 was revised.ASTM International takes no position resp

41、ecting the validity of any patent rights asserted in connection 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 s

42、tandard is subject to revision at any time by the responsible 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 Interna

43、tional Headquarters. Your comments will receive careful 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 bel

44、ow.This standard is copyrighted by ASTM International, 100 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 ASTM website (www.astm.org/COPYRIGHT/).C744 093

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