ASTM D1752-2004a(2008) Standard Specification for Preformed Sponge Rubber Cork and Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural Construction《混凝土铺面和结构建筑用预.pdf

《ASTM D1752-2004a(2008) Standard Specification for Preformed Sponge Rubber Cork and Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural Construction《混凝土铺面和结构建筑用预.pdf》由会员分享，可在线阅读，更多相关《ASTM D1752-2004a(2008) Standard Specification for Preformed Sponge Rubber Cork and Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural Construction《混凝土铺面和结构建筑用预.pdf（2页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D 1752 04a (Reapproved 2008)Standard Specification forPreformed Sponge Rubber Cork and Recycled PVCExpansion Joint Fillers for Concrete Paving and StructuralConstruction1This standard is issued under the fixed designation D 1752; the number immediately following the designation indicate

2、s the year oforiginal adoption or, in the case of revision, the year of last revision. 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

3、 Department of Defense.1. Scope1.1 This specification covers preformed expansion jointfillers of the following four types for use in concrete, brick, orstone construction.1.1.1 Type ISponge rubber.1.1.2 Type IICork.1.1.3 Type IIISelf-expanding cork.1.1.4 Type IVRecycled PVC.1.2 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.NOTE 1Attention is called to Specification D 994 and D 1751.2. Referenced Documents2.1 ASTM Standards:2D 545 T

5、est Methods for Preformed Expansion Joint Fillersfor Concrete Construction (Nonextruding and ResilientTypes)D 994 Specification for Preformed Expansion Joint Fillerfor Concrete (Bituminous Type)D 1751 Specification for Preformed Expansion Joint Fillerfor Concrete Paving and Structural Construction (

6、Nonex-truding and Resilient Bituminous Types)3. Ordering Information3.1 Products conforming to this specification are manufac-tured in sheet form to a range of thicknesses:14 in.,38 in.,12in.,34 in., and 1 in. Sheet sizes may be 3 or 4 ft in width andlengths of 3, 5, 6, 10, or 12 ft. Purchaser must

7、specify sheetsizes when ordering (excluding Type IVRecycled PVC).3.2 Joint filler in strip form is cut from the sheets asmanufactured. When ordering joint filler strips the purchasermust specify thickness, widths, and length; strip widths areavailable from 2 in. (50 mm) in increments of12 in. (13 mm

8、).3.3 Type IV joint filler is available in strip form, cut fromthe sheets as manufactured, and available in a range ofthicknesses:14 in.,38 in.,12 in., or34 in. When ordering jointfiller strips, the purchaser must specify thickness, widths, andlength; strip widths are available from 2 in. (50 mm) in

9、increments of12 in. (13 mm).4. Materials4.1 Sponge RubberThe joint filler shall consist of pre-formed strips of a durable, elastic sponge rubber compound,using synthetic rubber or natural rubber as a base and contain-ing no reclaim rubber or factice. Unless otherwise specified,the sponge rubber shal

10、l have a cement gray color to blend withconcrete in appearance.4.2 Cork and Self-Expanding CorkThe joint filler shallconsist of preformed strips that have been formed from cleangranulated cork particles securely bound together by a syn-thetic resin of an insoluble nature.4.3 Recycled PVCThe joint fi

11、ller shall consist of pre-formed strips that have been extruded using scrap PVCmaterial and using either no binder or a synthetic resin of aninsoluble nature to securely bind it together. Unless otherwisespecified, the recycled PVC should have a cement gray color toblend with concrete in appearance.

12、4.4 Preformed strips of expansion joint fillers shall be ofsuch character as not to be deformed or broken by ordinaryhandling when exposed to atmospheric conditions. Pieces ofthe joint filler which have been damaged shall be rejected.5. Requirements Requirements5.1 Test SpecimenThe sample to be test

13、ed shall be cutfrom the sheet, as manufactured, and shall be representative ofthe sheet stock.1This specification is under the jurisdiction of ASTM Committee D04 on Roadand Paving Materials and is the direct responsibility of Subcommittee D04.34 onPreformed Joint Fillers, Sealers and Sealing Systems

14、.Current edition approved Dec. 1, 2008. Published January 2009. Originallyapproved in 1960. Last previous edition approved in 2004 as D 1752 04a.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards

15、volume information, refer to the standards Document Summary page onthe ASTM website.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.5.2 RecoveryThe test specimen shall be compressed to50 % of its thickness before test. The load shall

16、 be releasedimmediately after application. At the end of 10 min afterrelease of application of the load, the specimen shall haverecovered to at least 90 % of its thickness before test.5.2.1 In case of failure to comply with the above require-ments, the test specimen shall be given three applications

17、 of aload sufficient to compress the material to 50 % of its thicknessbefore test. The load shall be released immediately after eachapplication. At the end of 1 h after the third application, thespecimen shall have recovered to at least 90 % of its thicknessbefore test.5.3 CompressionThe load requir

18、ed to compress the testspecimen to 50 % of its thickness before test shall be not lessthan 50 nor greater than 1500 psi (0.34 to 10.35 MPa).5.4 ExtrusionThe test specimen shall be compressed to50 % of its thickness before test with three of the edgesrestrained. The amount of extrusion of the free ed

19、ge shall notexceed 0.25 in. (6.4 mm).5.5 ExpansionIn the case of self-expanding cork (TypeIII) expansion joint filler only, the test specimen after beingimmersed in boiling water for 1 h, shall have a final thicknessnot less than 140 % of the thickness before test. Discolorationof the water shall no

20、t be considered an indication of failure.5.6 Boiling in Hydrochloric AcidIn the case of cork andself-expanding cork (Types II and III) expansion joint fillersonly, the test specimen shall show no evidence of seriousdisintegration. Discoloration, or a small amount of swelling,shall not be considered

21、as failure. The test specimens shall beexamined immediately after the end of the boiling period andshall be rejected for any of the following evidences ofdisintegration: (1) particles of cork dislodged during theboiling period, (2) specimen lacks resiliency, is very friable,and easily broken to piec

22、es, or (3) surface of specimen appearsporous and particles of cork are easily dislodged by rubbingwith fingers. Particles of cork dislodged from edges cut duringpreparation of the specimen should not be considered asconstituting failure under this requirement.5.7 DensityIn the case of sponge rubber

23、(Type I) expan-sion joint filler only, the density of the air dry filler shall not beless than 30 lb/ft3(480 kg/m3).5.7.1 In the case of recycled PVC (Type IV) expansion jointfiller only, the density by the dry unit weight test should not beless than 50 lb/ft3.6. Dimensions and Permissible Variation

24、s6.1 The preformed strips shall conform to the dimensionsspecified or shown on the plans. Strips of the joint filler whichdo not conform to the specified dimensions, within the permis-sible variations of +116 in. (1.6 mm) in thickness, 618 in. (3.2mm) in depth, and 614 in. (6.4 mm) in length shall b

25、e rejected.7. Sampling7.1 Size and Number of SamplesEach sample shall consistof sufficient material to provide at least five test specimensmeasuring 412 by 412 in. (114 by 114 mm). One representativesample, approximately 2 ft2, shall be selected from eachshipment of 1000 ft2or fraction thereof.7.2 F

26、or self-expanding cork joint filler, a minimum of five412 by 412 in. (114 by 114 mm) square specimens properlybanded and plastic wrapped at the point of manufacture shallbe submitted for testing.7.3 Samples shall be packaged for safe transportation to thetesting agency in such a manner that there wi

27、ll be no danger ofdistortion or breakage.8. Test Methods8.1 Determine the properties prescribed in this specificationin accordance with Test Methods D 545.9. Rejection and Retest9.1 Material that fails to conform to the requirements of thisspecification may be rejected. Rejection should be reported

28、tothe manufacturer or supplier promptly and in writing. In caseof dissatisfaction with the results of the test, the manufactureror supplier may request retesting.10. Packaging10.1 Preformed expansion joint filler in sheets or stripsshould be stored and transported on pallets or suitable flatsurface

29、to prevent breakage and permanent deformation due toweather conditions.10.2 Self-expanding cork filler shall be wrapped in water-proof paper, sealed in a manner that will prevent the entranceof moisture, and packaged in sizes convenient for handling onthe job.11. Keywords11.1 construction; cork; exp

30、ansion; joint; paving; pre-formed; PVC; recycled; rubber; sponge; structuralASTM International takes no position respecting 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 validit

31、y 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 responsible technical committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comment

32、s are invited either for revision of this standard or for additional standardsand should be addressed to ASTM International 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

33、 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, 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).D 1752 04a (2008)2