ASTM C55-2014 Standard Specification for Concrete Building Brick《混凝土砖的标准规格》.pdf

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1、Designation: C55 11C55 14Standard Specification forConcrete Building Brick1This standard is issued under the fixed designation C55; the number immediately following the designation indicates the year of originaladoption or, in the case of revision, the year of last revision.Anumber in parentheses in

2、dicates the year of last reapproval.Asuperscriptepsilon () indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the U.S. Department of Defense.1. Scope*1.1 This specification covers solid, dry-cast, concrete building brick intende

3、d for interior and exterior use in constructingstructural masonry, and are made from portland cement, water, and suitable mineral aggregates with or without the inclusion ofother materials.NOTE 1Specification C1634 addresses concrete facing brick used in facing applications and other exposures (prev

4、iously referred to in earlier editionsof this standard as Grade Nfor use as architectural veneer and facing units in exterior walls and for use where high-strength and resistance to moisturepenetration and severe frost action are desired). This specification differs from C1634 in that it addresses p

5、roperties for concrete building brick used innon-facing, utilitarian applications (previously referred to in earlier editions of this specification as Grade Sfor general use where moderate strengthand resistance to frost action and moisture penetration are required).1.2 The text of this specificatio

6、n references notes and footnotes which provide explanatory material. These notes and footnotes(excluding those in tables and figures) shall not be considered as requirements of the standard.1.3 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses

7、are for informationonly.NOTE 2Concrete building brick covered by this specification are made from lightweight or normal weight aggregates, or both.NOTE 3When particular features are desired, such as density classification, high compressive strength, surface textures for appearance or bond, finish,co

8、lor, fire resistance, insulation, acoustical properties, or other special features, such properties should be specified separately by the purchaser. Suppliersshould be consulted as to the availability of concrete building brick having the desired features.1.4 The values stated in inch-pound units ar

9、e to be regarded as standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information only and are not considered standard.2. Referenced Documents2.1 ASTM Standards:2C33 Specification for Concrete AggregatesC140 Test Methods for Sampling and Testing

10、Concrete Masonry Units and Related UnitsC150 Specification for Portland CementC331 Specification for Lightweight Aggregates for Concrete Masonry UnitsC426 Test Method for Linear Drying Shrinkage of Concrete Masonry UnitsC595 Specification for Blended Hydraulic CementsC618 Specification for Coal Fly

11、Ash and Raw or Calcined Natural Pozzolan for Use in ConcreteC989 Specification for Slag Cement for Use in Concrete and MortarsC1157 Performance Specification for Hydraulic CementC1232 Terminology of MasonryC1634 Specification for Concrete Facing Brick3. Terminology3.1 Terminology defined in Terminol

12、ogy C1232 shall apply for this specification.3.2 Definitions of Terms Specific to This Standard:1 This specification is under the jurisdiction of ASTM Committee C15 on Manufactured Masonry Units and is the direct responsibility of Subcommittee C15.03 onConcrete Masonry Units and Related Units.Curren

13、t edition approved June 1, 2011July 1, 2014. Published June 2011August 2014. Originally approved in 1924. Last previous edition approved in 20092011 asC55 09.C55 11. DOI: 10.1520/C0055-11.10.1520/C0055-14.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Se

14、rvice at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previ

15、ous version. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official document.*A Summary of Chan

16、ges section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States13.2.1 concrete building brick, na concrete masonry unit, with a maximum width of four (4) inches and of a weight that willtypically permit

17、it to be lifted and placed with one hand, that is manufactured for general use in non-facing, utilitarian applications.3.2.2 concrete facing brick, na concrete masonry unit, with a maximum width of four (4) inches and of a weight that willtypically permit it to be lifted and placed with one hand, th

18、at is manufactured to be typically used in an application where one ormore faces of the unit is intended to be exposed.4. Materials and Manufacture4.1 Cementitious MaterialsMaterials shall conform to the following applicable specifications:4.1.1 Portland CementSpecification C150.4.1.2 Modified Portl

19、and CementPortland cement conforming to Specification C150, modified as follows:4.1.2.1 LimestoneCalcium carbonate, with a minimum 85 % CaCO3 content, is permitted to be added to the cement, providedthese requirements of Specification C150 as modified are met:(1) Limitation on Insoluble Residue1.5 %

20、.(2) Limitation on Air Content of MortarVolume percent, 22 % max.(3) Limitation on Loss on Ignition7 %.4.1.3 Blended Hydraulic CementsSpecification C595.4.1.4 Hydraulic CementSpecification C1157.4.1.5 PozzolansSpecification C618.4.1.6 Blast Furnace Slag CementSpecification C989.4.2 AggregatesAggrega

21、tes shall conform to the following specifications, except that grading requirements shall notnecessarily apply:4.2.1 Normal Weight AggregatesSpecification C33.4.2.2 Lightweight AggregatesSpecification C331.4.3 Other ConstituentsAir-entraining agents, coloring pigments, integral water repellents, fin

22、ely ground silica, and otherconstituents shall be previously established as suitable for use in concrete masonry units and shall conform to applicable ASTMstandards or shall be shown by test or experience not to be detrimental to the durability of the concrete masonry units or anymaterial customaril

23、y used in masonry construction.5. Physical Requirements5.1 At the time of delivery to the purchaser, units shall conform to the physical requirements prescribed in Table 1. All unitsshall be sound and free of cracks or other defects that interfere with the proper placement of the units or significan

24、tly impair thestrength or permanence of the construction. Minor cracks incidental to the usual method of manufacture or minor chippingresulting from customary methods of handling in shipment and delivery are not grounds for rejection.5.1.1 When higher compressive strengths than those listed in Table

25、 1 are specified, the tested average net area compressivestrength of three units shall equal or exceed the specified compressive strength, and the following single unit strength requirementsshall apply.5.1.1.1 When the specified compressive strength is less than 5000 psi, no single unit net area com

26、pressive strength test resultshall be less than the specified compressive strength minus 500 psi.5.1.1.2 When the specified compressive strength is 5000 psi or greater, no single unit net area compressive strength test resultshall be less than 90 % of the specified compressive strength.5.2 At the ti

27、me of delivery to the purchaser, the total linear drying shrinkage of units shall not exceed 0.065 % when tested inaccordance with Test Method C426.TABLE 1 Strength, Absorption, and Density Classification RequirementsADensityClassificationOven-Dry Densityof Concrete, lb/ft3 (kg m3)Maximum WaterAbsor

28、ption, lb/ft3 (kg m3)Minimum Net AreaCompressive Strength, lb/in2 (MPa)Average of 3 Units Average of 3 Units Individual Units Average of 3 Units Individual UnitsLightweight Less than 105 (1680) 18 (288) 20 (320) 2500 (17.2) 2000 (13.8)Medium Weight 105 to less than 125 (16802000) 15 (240) 17 (272) 2

29、500 (17.2) 2000 (13.8)Normal Weight 125 (2000) or more 13 (208) 15 (240) 2500 (17.2) 2000 (13.8)TABLE 1 Strength, Absorption, and Density Classification RequirementsADensityClassificationOven-Dry Densityof Concrete, lb/ft3 (kg m3)Maximum WaterAbsorption, lb/ft3 (kg m3)Minimum Net AreaCompressive Str

30、ength, lb/in2 (MPa)Average of 3 Units Average of 3 Units Individual Units Average of 3 Units Individual UnitsLightweight Less than 105 (1680) 18 (288) 20 (320) 2500 (17.2) 2000 (13.8)Medium Weight 105 to less than 125 (16802000) 15 (240) 17 (272) 2500 (17.2) 2000 (13.8)Normal Weight 125 (2000) or mo

31、re 13 (208) 15 (240) 2500 (17.2) 2000 (13.8)AAverage oven-dry density, based on a set of three units, shall fall within ranges defined in the table to be classified as lightweight, medium weight, or normal weight.C55 142NOTE 4The purchaser is the public body or authority, association, corporation, p

32、artnership, or individual entering into a contract or agreement topurchase or install, or both, concrete building brick. The time of delivery to the purchaser is FOB plant when the purchaser or the purchasers agenttransports the concrete building brick, or at the time unloaded at the worksite if the

33、 manufacturer or the manufacturers agent transports the concretebuilding brick.6. Dimensions and Permissible Variations6.1 No overall dimension (width, height, and length) shall differ by more than 618 in. (3.2 mm) from the specified standarddimensions.NOTE 5Standard dimensions of concrete building

34、brick are the manufacturers designated dimensions. Nominal dimensions of modular size concretebuilding brick are equal to the standard dimensions plus the thickness of one mortar joint. Nominal dimensions of nonmodular size concrete building brickusually exceed the standard dimensions by 18 to 14 in

35、. (3.2 to 6.4 mm).6.2 CoringUnless otherwise specified, brick shall be either solid or cored at the option of the seller. For cored concretebuilding brick, the net cross-sectional area in any plane parallel to the surface containing the cores shall be at least 75 % of thegross cross-sectional area m

36、easure in the same plane. No part of any hole shall be less than 34 in. (19.1 mm) from any edge ofthe unit.7. Finish and Appearance7.1 All units shall be sound and free of cracks or other defects that interfere with the proper placement of the units orsignificantly impair the strength or permanence

37、of the construction. Minor cracks incidental to the usual method of manufactureor minor chipping resulting from customary methods of handling in shipmentNo more than 5 % of the units in the shipment shallexhibit one or more of the characteristics described in 7.1.1 and 7.1.2delivery are not grounds

38、for rejection7.1.1 Units with dimensions not meeting the requirements of 6.1.7.1.2 Units that are broken.8. Methods of Sampling and Testing8.1 The purchaser or authorized representative shall be accorded proper facilities to inspect and sample the concrete buildingbrick at the place of manufacture f

39、rom the lots ready for delivery.8.2 Sample and test concrete building brick in accordance with Test Methods C140 and Test Method C426, when applicable.8.3 Total linear drying shrinkage shall be based on tests of concrete building brick made with the same materials, concrete mixdesign, manufacturing

40、process, and curing method, conducted in accordance withTest Method C426 not more than 24 months priorto delivery.9. Compliance9.1 If a sample fails to conform to the specified requirements, the manufacturer shall be permitted to remove units from theshipment. A new sample shall be selected by the p

41、urchaser from remaining units from the shipment with a similar configurationand dimension and tested at the expense of the manufacturer. If the second sample meets the specified requirements, the remainingportion of the shipment represented by the sample meets the specified requirements. If the seco

42、nd sample fails to meet the specifiedrequirements, the remaining portion of the shipment represented by the sample fails to meet the specified requirements.NOTE 6Unless otherwise specified in the purchase order, the costs of tests is typically borne as follows: (1) if the results of the tests show t

43、hat theunits do not conform to the requirements of this specification, the cost is typically borne by the seller; (2) if the results of the tests show that the unitsconform to the specification requirements, the cost is typically borne by the purchaser.10. Keywords10.1 absorption; compressive streng

44、th; concrete brick; concrete building brick; concrete masonry units; linear drying shrinkage;portland cementC55 143SUMMARY OF CHANGESCommittee C15 has identified the location of selected changes to this standard since the last issue(C55 09C55 11) that may impact the use of this standard. (Approved J

45、uneJuly 1, 2011.)2014.)(1) Subsection 5.1 and Section 107 was revised.were revised related to finish and appearance of units.ASTM 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 ex

46、pressly 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 responsible technical committee and must be reviewed every five years andif not revi

47、sed, 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 consideration at a meeting of theresponsible technical committee, which you may

48、 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, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United Stat

49、es. 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:/ 144