ASTM C129-2006 Standard Specification for Nonloadbearing Concrete Masonry Units《非承重混凝土砖块的标准规范》.pdf

《ASTM C129-2006 Standard Specification for Nonloadbearing Concrete Masonry Units《非承重混凝土砖块的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM C129-2006 Standard Specification for Nonloadbearing Concrete Masonry Units《非承重混凝土砖块的标准规范》.pdf（3页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C 129 06Standard Specification forNonloadbearing Concrete Masonry Units1This standard is issued under the fixed designation C 129; 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

2、parentheses indicates the year of last reapproval. Asuperscript epsilon (e) 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 hollow and solid nonloadbear-ing con

3、crete masonry units made from portland cement, water,and mineral aggregates with or without the inclusion of othermaterials. These units are intended for use in nonloadbearingpartitions, but under certain conditions they may be suitable foruse in nonloadbearing exterior walls above grade whereeffect

4、ively protected from the weather.1.2 The text of this standard references notes and footnoteswhich provide explanatory material. These notes and footnotes(excluding those in tables and figures) shall not be consideredas requirements of the standard.1.3 The values stated in inch-pound units are to be

5、 regardedas the standard. The values given in parentheses are forinformation only.NOTE 1Concrete masonry units covered by this specification aremade from lightweight or normal weight aggregates, or both.NOTE 2When particular features are desired, such as density classi-fication, surface texture for

6、appearance or bond, finish, color, fireresistance, insulation, acoustical properties, or other special features, suchproperties should be specified separately by the purchaser. However,suppliers should be consulted as to the availability of units having thedesired features.2. Referenced Documents2.1

7、 ASTM Standards:2C33 Specification for Concrete AggregatesC 140 Test Methods for Sampling and Testing ConcreteMasonry Units and Related UnitsC 150 Specification for Portland CementC 207 Specification for Hydrated Lime for Masonry Pur-posesC 331 Specification for Lightweight Aggregates for Con-crete

8、Masonry UnitsC 456 Test Method for Hydration Resistance of BasicBricks and ShapesC 595 Specification for Blended Hydraulic CementsC 618 Specification for Coal Fly Ash and Raw or CalcinedNatural Pozzolan for Use in ConcreteC 989 Specification for Ground Granulated Blast-FurnaceSlag for Use in Concret

9、e and MortarsC 1157 Performance Specification for Hydraulic CementC 1209 Terminology of Concrete Masonry Units and Re-lated UnitsC 1232 Terminology of Masonry3. Terminology3.1 Terminology defined in Terminology C 1209 and Ter-minology C 1232 shall apply for this specification.4. Classification4.1 No

10、nloadbearing concrete masonry units manufacturedin accordance with this specification shall conform to one ofthree density classifications prescribed in Table 1.5. Materials and Manufacture5.1 Cementitious MaterialsMaterials shall conform to thefollowing applicable specifications:5.1.1 Portland Ceme

11、ntSpecification C 150.5.1.2 Blended Hydraulic CementsSpecification C 595.5.1.3 Hydraulic CementSpecification C 1157.5.1.4 Hydrated Lime, Type SSpecification C 207.5.1.5 Ground Granulated Blast Furnace SlagSpecification C 989.5.1.6 PozzolansSpecification C 618.5.2 AggregatesAggregates shall conform t

12、o the followingASTM specifications, except that grading requirements shallnot necessarily apply:5.2.1 Normal Weight AggregatesSpecification C33.5.2.2 Lightweight AggregatesSpecification C 331.5.3 Other ConstituentsAir-entraining agents, coloringpigments, integral water repellents, finely ground sili

13、ca, andother constituents, shall be previously established as suitable1This 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, 2

14、006. Published January 2007. Originallyapproved in 1937. Last previous edition approved in 2005 as C 129 05.2For 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 stan

15、dards Document Summary page 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.for use in concrete masonry and shall conform to applicableASTM standard

16、s or shall be shown by test or experience not tobe detrimental to the durability of the concrete masonry unitsor any material customarily used in masonry construction.6. Physical Requirements6.1 At the time of delivery to the purchaser, units shallconform to the strength requirements prescribed in T

17、able 2.NOTE 3The purchaser is the public body or authority, association,corporation, partnership, or individual entering into a contract or agree-ment to purchase or install, or both, concrete masonry units. The time ofdelivery to the purchaser is FOB plant when the purchaser or purchasersagent tran

18、sports the concrete masonry units, or at the time unloaded at theworksite if the manufacturer or manufacturers agent transports theconcrete masonry units.6.2 At the time of delivery to the purchaser, the total lineardrying shrinkage of units shall not exceed 0.065%.6.3 Solid UnitsThe net cross-secti

19、onal area of solid units,in every plane parallel to the bearing surface, shall be not lessthan 75 % of the gross cross-sectional area measured in thesame plane.7. Dimensions and Permissible Variations7.1 Minimum face shell thickness shall be not less than12in. (13 mm).7.2 No overall dimension (width

20、, height, and length) shalldiffer by more than 618 in. (3.2 mm) from the specifiedstandard dimensions.NOTE 4Standard dimensions of units are the manufacturers desig-nated dimensions. Nominal dimensions of modular size units are equal tothe standard dimensions plus the thickness of one mortar joint.

21、Nominaldimensions of nonmodular size units usually exceed the standard dimen-sions by18 to14 in. (3.2 to 6.4 mm).8. Finish and Appearance8.1 All units shall be sound and free of cracks or otherdefects that interfere with the proper placement of the units orsignificantly impair the strength or perman

22、ence of the construc-tion. Minor cracks incidental to the usual method of manufac-ture or minor chipping resulting from customary methods ofhandling in shipment and delivery are not grounds for rejec-tion.8.2 Where units are to be used in exposed wall construction,the face or faces that are to be ex

23、posed shall not show chips orcracks, not otherwise permitted, or other imperfections whenviewed from a distance of not less than 20 ft (6.1 m) underdiffused lighting.8.2.1 Five percent of a shipment containing chips, not largerthan 1 in. (25.4 mm) in any dimension, or cracks not wider than0.02 in. (

24、0.5 mm) and not longer than 25 % of the nominalheight of the unit is permitted.8.3 The color and texture of the units shall be specified bythe purchaser. The finished surfaces that will be exposed inplace shall conform to an approved sample consisting of notless than four units, representing the ran

25、ge of texture and colorpermitted.8.4 Nonloadbearing concrete masonry units shall be clearlymarked in a manner to preclude their use as load bearing units.9. Methods of Sampling and Testing9.1 The purchaser or authorized representative shall beaccorded proper facilities to inspect and sample the unit

26、s at theplace of manufacture from the lots ready for delivery.9.2 Sample and test units in accordance with Test MethodsC 140 and Test Method C 426 when applicable.9.3 Total linear drying shrinkage shall be based on tests ofconcrete masonry units made with the same materials, concretemix design, manu

27、facturing process, and curing method, con-ducted in accordance with Test Method C 426 not more than 24months prior to delivery.10. Compliance10.1 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 s

28、elected by thepurchaser from 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 requiremen

29、ts. If thesecond sample fails to meet the specified requirements, theremaining portion of the shipment represented by the samplefails to meet the specified requirements.NOTE 5Unless otherwise specified in the purchase order, the cost oftests is typically borne as follows: if the results of the tests

30、 show that theunits do not conform to the requirements of this specification, the cost istypically borne by the seller. If the results of the tests show that the unitsconform to the specification requirements, the cost is typically borne bythe purchaser.11. Keywords11.1 concrete masonry units; face

31、shell; flange; linearshrinkage; nonloadbearingTABLE 1 Density ClassificationARequirementsDensityClassificationOven-Dry Density of Concrete,lb/ft3(kg/m3) Average of 3 UnitsLightweight Less than 105 (1680)Medium Weight 105 to less than 125 (1680 to 2000)Normal Weight 125 (2000) or moreAConsult manufac

32、turers for available densitiesTABLE 2 Strength RequirementsCompressive Strength(average net area)min, psi (MPa)Average of 3 units 600 (4.14)Individual unit 500 (3.45)C129062SUMMARY OF CHANGESCommittee C15 has identified the location of selected changes to this standard since the last issue (C 129 05

33、)that may impact the use of this standard. (Approved Dec. 1, 2006.)(1) “Weight Classification” was changed throughout standardto “density classification.”(2)InNote 2, term “local sellers” was changed to “suppliers.”ASTM International takes no position respecting the validity of any patent rights ass

34、erted 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 standard is subject to revision at any time b

35、y 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 International Headquarters. Your comments will rece

36、ive 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 below.This standard is copyrighted by ASTM Inte

37、rnational, 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).C129063