ASTM C270-2010 Standard Specification for Mortar for Unit Masonry《砌块用灰浆的标准规范》.pdf

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1、Designation: C270 10Standard Specification forMortar for Unit Masonry1This standard is issued under the fixed designation C270; 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 parentheses indi

2、cates 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 mortars for use in the construc-tion of non-reinforce

3、d and reinforced unit masonry structures.Four types of mortar are covered in each of two alternativespecifications: (1) proportion specifications and (2) propertyspecifications.NOTE 1When the property specification is used to qualify masonrymortars, the testing agency performing the test methods sho

4、uld beevaluated in accordance with Practice C1093.1.2 The proportion or property specifications shall govern asspecified.1.3 When neither proportion or property specifications arespecified, the proportion specifications shall govern, unlessdata are presented to and accepted by the specifier to show

5、thatmortar meets the requirements of the property specifications.1.4 The text of this specification references notes andfootnotes which provide explanatory material. These notes andfootnotes (excluding those in tables and figures) shall not beconsidered as requirements of the standard.1.5 The terms

6、used in this specification are identified inTerminologies C1180 and C1232.1.6 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 standard.1.7 The fol

7、lowing safety hazards caveat pertains only to thetest methods section of this specification: This standard doesnot purport to address all of the safety concerns, if any,associated with its use. It is the responsibility of the user of thisstandard to establish appropriate safety and health practicesa

8、nd determine the applicability of regulatory limitations priorto use.2. Referenced Documents2.1 ASTM Standards:2C5 Specification for Quicklime for Structural PurposesC91 Specification for Masonry CementC109/C109M Test Method for Compressive Strength ofHydraulic Cement Mortars (Using 2-in. or 50-mm C

9、ubeSpecimens)C110 Test Methods for Physical Testing of Quicklime,Hydrated Lime, and LimestoneC128 Test Method for Density, Relative Density (SpecificGravity), and Absorption of Fine AggregateC144 Specification for Aggregate for Masonry MortarC150 Specification for Portland CementC188 Test Method for

10、 Density of Hydraulic CementC207 Specification for Hydrated Lime for Masonry Pur-posesC305 Practice for Mechanical Mixing of Hydraulic CementPastes and Mortars of Plastic ConsistencyC511 Specification for Mixing Rooms, Moist Cabinets,Moist Rooms, and Water Storage Tanks Used in theTesting of Hydraul

11、ic Cements and ConcretesC595 Specification for Blended Hydraulic CementsC780 Test Method for Preconstruction and ConstructionEvaluation of Mortars for Plain and Reinforced UnitMasonryC952 Test Method for Bond Strength of Mortar to MasonryUnitsC979 Specification for Pigments for Integrally ColoredCon

12、creteC1072 Test Method for Measurement of Masonry FlexuralBond StrengthC1093 Practice for Accreditation of Testing Agencies forMasonryC1157 Performance Specification for Hydraulic CementC1180 Terminology of Mortar and Grout for Unit Masonry1This specification is under the jurisdiction of ASTM Commit

13、tee C12 onMortars and Grouts for Unit Masonry and is the direct responsibility of Subcom-mittee C12.03 on Specifications for Mortars.Current edition approved June 1, 2010. Published July 2010. Originally approvedin 1951. Last previous edition approved in 2008 as C270 08a. DOI: 10.1520/C0270-10.2For

14、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 onthe ASTM website.1*A Summary of Changes section appears at the end of this standard

15、.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.C1232 Terminology of MasonryC1324 Test Method for Examination and Analysis of Hard-ened Masonry MortarC1329 Specification for Mortar CementC1357 Test Methods for Evaluating Masonry Bond

16、StrengthC1384 Specification for Admixtures for Masonry MortarsC1489 Specification for Lime Putty for Structural PurposesC1506 Test Method for Water Retention of HydraulicCement-Based Mortars and PlastersC1586 Guide for Quality Assurance of MortarsE72 Test Methods of Conducting Strength Tests of Pane

17、lsfor Building ConstructionE514 Test Method for Water Penetration and LeakageThrough MasonryE518 Test Methods for Flexural Bond Strength of Masonry2.2 Masonry Industry Council:3Hot and Cold Weather Masonry Construction Manual, Janu-ary 19993. Specification Limitations3.1 Specification C270 is not a

18、specification to determinemortar strengths through field testing.3.2 Laboratory testing of mortar to ensure compliance withthe property specification requirements of this specificationshall be performed in accordance with 5.3. The propertyspecification of this standard applies to mortar mixed to asp

19、ecific flow in the laboratory.3.3 The compressive strength values resulting from fieldtested mortars do not represent the compressive strength ofmortar as tested in the laboratory nor that of the mortar in thewall. Physical properties of field sampled mortar shall not beused to determine compliance

20、to this specification and are notintended as criteria to determine the acceptance or rejection ofthe mortar (see Section 8).4. Materials4.1 Materials used as ingredients in the mortar shall con-form to the requirements specified in 4.1.1 to 4.1.4.4.1.1 Cementitious MaterialsCementitious materials sh

21、allconform to the following ASTM specifications:4.1.1.1 Portland CementTypes I, IA, II, IIA, III, IIIA, orV of Specification C150.4.1.1.2 Blended Hydraulic CementsTypes IS(70),IS(70)-A, IP, IP-A of Specification C595.4.1.1.3 Hydraulic CementsTypes GU, HE, MS, HS, MH,and LH of Specification C1157.4.1

22、.1.4 Portland Blast-Furnace Slag Cement (for Use inProperty Specifications Only)Types IS($70) or IS($70)-Aof Specification C595.4.1.1.5 Masonry CementSee Specification C91.4.1.1.6 Mortar CementSee Specification C1329.4.1.1.7 QuicklimeSee Specification C5.4.1.1.8 Hydrated LimeSpecification C207, Type

23、s S orSA. Types N or NA limes are permitted if shown by test orperformance record to be not detrimental to the soundness ofthe mortar.4.1.1.9 Lime PuttySee Specification C1489.4.1.2 AggregatesSee Specification C144.4.1.3 WaterWater shall be clean and free of amounts ofoils, acids, alkalies, salts, o

24、rganic materials, or other substancesthat are deleterious to mortar or any metal in the wall.4.1.4 AdmixturesAdmixtures shall not be added to mortarunless specified. Admixtures shall not add more than 65 ppm(0.0065 %) water soluble chloride or 90 ppm (0.0090 %) acidsoluble chloride to the mortars ov

25、erall chloride content, unlessexplicitly provided for in the contract documents.4.1.4.1 Classified AdmixturesAdmixtures which are clas-sified as bond enhancers, workability enhancers, set accelera-tors, set retarders, and water repellents shall be in accordancewith Specification C1384.4.1.4.2 Color

26、PigmentsColoring pigments shall be inaccordance with Specification C979.4.1.4.3 Unclassified AdmixturesMortars containing ad-mixtures outside the scopes of Specifications C1384 and C979shall be in accordance with the property requirements of thisspecification and the admixture shall be shown to be n

27、on-deleterious to the mortar, embedded metals, and the masonryunits.4.1.4.4 Calcium ChlorideWhen explicitly provided for inthe contract documents, calcium chloride is permitted to beused as an accelerator in amounts not to exceed 2 % by weightof the portland cement content or 1 % of the masonry ceme

28、ntcontent, or both, of the mortar.NOTE 2If calcium chloride is allowed, it should be used with cautionas it may have a detrimental effect on metals and on some wall finishes.5. Requirements5.1 Unless otherwise stated, a cement/lime mortar, a mortarcement mortar, or a masonry cement mortar is permitt

29、ed. Amortar type of known higher strength shall not be indiscrimi-nately substituted where a mortar type of anticipated lowerstrength is specified.5.2 Proportion SpecificationsMortar conforming to theproportion specifications shall consist of a mixture of cemen-titious material, aggregate, and water

30、, all conforming to therequirements of Section 4 and the proportion specificationsrequirements of Table 1. See Appendix X1 or Appendix X3 fora guide for selecting masonry mortars.5.3 Property SpecificationsMortar conformance to theproperty specifications shall be established by tests of labora-tory

31、prepared mortar in accordance with Section 6 and 7.2. Thelaboratory prepared mortar shall consist of a mixture ofcementitious material, aggregate, and water, all conforming tothe requirements of Section 4 and the properties of thelaboratory prepared mortar shall conform to the requirementsof Table 2

32、. See Appendix X1 for a guide for selecting masonrymortars.5.3.1 No change shall be made in the laboratory establishedproportions for mortar accepted under the property specifica-tions, except for the quantity of mixing water. Materials with3Available from the Mason Contractors Association of Americ

33、a, 1910 SouthHighland Avenue, Suite 101, Lombard, IL 60148.C270 102different physical characteristics shall not be utilized in themortar used in the work unless compliance with the require-ments of the property specifications is reestablished.NOTE 3The physical properties of plastic and hardened mor

34、tarcomplying with the proportion specification (5.1) may differ from thephysical properties of mortar of the same type complying with theproperty specification (5.3). For example, laboratory prepared mortarsbatched to the proportions listed in Table 1 will, in many cases,considerably exceed the comp

35、ressive strength requirements of Table 2.NOTE 4The required properties of the mortar in Table 2 are forlaboratory prepared mortar mixed with a quantity of water to produce aflow of 110 6 5 %. This quantity of water is not sufficient to produce amortar with a workable consistency suitable for laying

36、masonry units inthe field. Mortar for use in the field must be mixed with the maximumamount of water, consistent with workability, in order to provide sufficientwater to satisfy the initial rate of absorption (suction) of the masonry units.The properties of laboratory prepared mortar at a flow of 11

37、0 6 5, asrequired by this specification, are intended to approximate the flow andproperties of field prepared mortar after it has been placed in use and thesuction of the masonry units has been satisfied. The properties of fieldprepared mortar mixed with the greater quantity of water, prior to being

38、placed in contact with the masonry units, will differ from the propertyrequirements in Table 2. Therefore, the property requirements in Table 2cannot be used as requirements for quality control of field preparedmortar. Test Method C780 may be used for this purpose.NOTE 5Air content of non-air-entrai

39、ned portland cement-lime mortaris generally less than 8 %.6. Test Methods6.1 Proportions of Materials for Test SpecimensLaboratory mixed mortar used for determining conformance tothis property specification shall contain construction materialsTABLE 1 Proportion Specification RequirementsNOTETwo air-

40、entraining materials shall not be combined in mortar.Proportions by Volume (Cementitious Materials)Mortar Type PortlandCement orBlendedCementMortar Cement Masonry CementHydrated Limeor Lime PuttyAggregate Ratio(Measured inDamp, Loose Con-ditions)MSNMSNCement-Lime M 1 . . . . . . . . . . . . . . . .

41、. .14S 1 . . . . . . . . . . . . . . . . . . over14 to12N 1 . . . . . . . . . . . . . . . . . . over12 to 114O 1 . . . . . . . . . . . . . . . . . . over 114 to212Mortar Cement M 1 . . . . . . 1 . . . . . . . . . . . . Not less than 214and not more than3 times the sum ofthe separate vol-umes of ceme

42、nti-tious materialsM . 1 . . . . . .S12 . . 1 . . . .S . . 1 . . . . .N . . . 1 . . . .O . . . 1 . . . .Masonry Cement M 1 . . . . . . . . . . . . . . . 1 . . .M . . . . 1 . . .S12 . . . . . 1 .S . . . . . 1 . .N . . . . . . 1 .O . . . . . . 1 .TABLE 2 Property Specification RequirementsAMortar Type

43、 Average CompressiveStrength at 28 days, min,psi (MPa)Water Retention, min, % Air Content, max, %BAggregate Ratio (Measuredin Damp, LooseConditions)Cement-Lime M 2500 (17.2) 75 12S 1800 (12.4) 75 12N 750 (5.2) 75 14CO 350 (2.4) 75 14CMortar Cement M 2500 (17.2) 75 12 Not less than 214 and notmore th

44、an 312 the sum ofthe separate volumes ofcementitious materialsS 1800 (12.4) 75 12N 750 (5.2) 75 14CO 350 (2.4) 75 14CMasonry Cement M 2500 (17.2) 75 18S 1800 (12.4) 75 18N 750 (5.2) 75 20DO 350 (2.4) 75 20DALaboratory prepared mortar only (see Note 4).BSee Note 5.CWhen structural reinforcement is in

45、corporated in cement-lime or mortar cement mortar, the maximum air content shall be 12 %.DWhen structural reinforcement is incorporated in masonry cement mortar, the maximum air content shall be 18 %.C270 103in proportions indicated in project specifications. Measurematerials by weight for laborator

46、y mixed batches. Convertproportions, by volume, to proportions, by weight, using abatch factor calculated as follows:Batch factor 5 1440/80 times total sand volume proportion! (1)Determine weight of material as follows:Mat. Weight 5 Mat.Volume Proportion 3 Bulk Density 3 Batch Factor(2)NOTE 6See App

47、endix X4 for examples of material proportioning.6.1.1 When converting volume proportions to batchweights, use the following material bulk densities:Material Bulk DensityPortland Cement Obtain from bag or supplierBlended Cement Obtain from bag or supplierHydraulic Cement Obtain from bag or supplierSl

48、ag Cement Obtain from bag or supplierMasonry Cement Obtain from bag or supplierMortar Cement Obtain from bag or supplierLime Putty 80 pcf (1280 kg/m3)Hydrated Lime 40 pcf (640 kg/m3)Sand 80 pcf (1280 kg/m3)NOTE 7All quicklime should be slaked in accordance with themanufacturers directions. All quick

49、lime putty, except pulverized quick-lime putty, should be sieved through a No. 20 (850 m) sieve and allowedto cool until it has reached a temperature of 80F (26.7C). Quicklimeputty should weigh at least 80 pcf (1280 kg/m3). Putty that weighs lessthan this may be used in the proportion specifications, if the requiredquantity of extra putty is added to meet the minimum weight requirement.NOTE 8The sand is oven-dried for laboratory testing to reduce thepotential of variability due to sand moisture content and to permit betteraccountin