ASTM C270-2007 Standard Specification for Mortar for Unit Masonry《砌块用灰浆的标准规范》.pdf

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1、Designation: C 270 07Standard Specification forMortar for Unit Masonry1This standard is issued under the fixed designation C 270; 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 in

2、dicates 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 mortars for use in the construc-tion of non-reinfo

3、rced 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 laboratory performing the test meth

4、ods should beaccredited in accordance with Practice C 1093.1.2 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

5、 to show 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 T

6、he terms used in this specification are identified inTerminologies C 1180 and C 1232.1.6 The following 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

7、responsibility of the user of thisstandard to establish appropriate safety and health practicesand determine the applicability of regulatory limitations priorto use.2. Referenced Documents2.1 ASTM Standards:2C5 Specification for Quicklime for Structural PurposesC91 Specification for Masonry CementC

8、109/C 109M Test Method for Compressive Strength ofHydraulic Cement Mortars(Using 2-in. or 50-mm CubeSpecimens)C110 Test Methods for Physical Testing of Quicklime,Hydrated Lime, and LimestoneC 128 Test Method for Density, Relative Density (SpecificGravity), and Absorption of Fine AggregateC 144 Speci

9、fication for Aggregate for Masonry MortarC 150 Specification for Portland CementC 188 Test Method for Density of Hydraulic CementC 207 Specification for Hydrated Lime for Masonry Pur-posesC 305 Practice for Mechanical Mixing of Hydraulic CementPastes and Mortars of Plastic ConsistencyC511 Specificat

10、ion for Mixing Rooms, Moist Cabinets,Moist Rooms, and Water Storage Tanks Used in theTesting of Hydraulic Cements and ConcretesC 595 Specification for Blended Hydraulic CementsC 780 Test Method for Preconstruction and ConstructionEvaluation of Mortars for Plain and Reinforced UnitMasonryC 952 Test M

11、ethod for Bond Strength of Mortar to MasonryUnitsC 979 Specification for Pigments for Integrally ColoredConcreteC 1072 Test Method for Measurement of Masonry FlexuralBond StrengthC 1093 Practice for Accreditation of Testing Agencies forUnit MasonryC 1157 Performance Specification for Hydraulic Cemen

12、tC 1180 Terminology of Mortar and Grout for Unit MasonryC 1232 Terminology of MasonryC 1324 Test Method for Examination andAnalysis of Hard-ened Masonry MortarC 1329 Specification for Mortar CementC 1357 Test Methods for Evaluating Masonry BondStrengthC 1489 Specification for Lime Putty for Structur

13、al PurposesC 1506 Test Method for Water Retention of HydraulicCement-Based Mortars and Plasters1This specification is under the jurisdiction of ASTM Committee C12 onMortars and Grouts for Unit Masonry and is the direct responsibility of Subcom-mittee C12.03 on Specifications for Mortars.Current edit

14、ion approved Feb. 1, 2007. Published February 2007. Originallyapproved in 1951. Last previous edition approved in 2006 as C 270 06.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume informa

15、tion, refer to the standards 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.C 1586 Guide for Quality Assurance of MortarsE72

16、Test Methods of Conducting Strength Tests of Panelsfor Building ConstructionE 514 Test Method for Water Penetration and LeakageThrough MasonryE 518 Test Methods for Flexural Bond Strength of Masonry2.2 Masonry Industry Council:3Hot and Cold Weather Masonry Construction Manual, Janu-ary 19993. Specif

17、ication Limitations3.1 Specification C 270 is not a 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 propertyspecifica

18、tion of this standard applies to mortar mixed to aspecific 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 samp

19、led mortar shall not beused to determine compliance 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

20、.1.1 Cementitious MaterialsCementitious materials shallconform to the following ASTM specifications:4.1.1.1 Portland CementTypes I, IA, II, IIA, III, or IIIAofSpecification C 150.4.1.1.2 Blended Hydraulic CementsTypes IS, IS-A, IP,IP-A, I(PM), I(PM)-A, I(SM), or I(SM)-A of SpecificationC 595.4.1.1.3

21、 Hydraulic CementsTypes GU, HE, MS, HS, MH,and LH of Specification C 1157.4.1.1.4 Slag Cement (for Use in Property SpecificationsOnly)Types S or SA of Specification C 595.4.1.1.5 Masonry CementSee Specification C91.4.1.1.6 Mortar CementSee Specification C 1329.4.1.1.7 QuicklimeSee Specification C5.4

22、.1.1.8 Hydrated LimeSpecification C 207, Types 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 C 1489.4.1.2 AggregatesSee Specification C 144.4.1.3 WaterWater shall be clean and fr

23、ee of amounts ofoils, acids, alkalies, salts, organic materials, or other substancesthat are deleterious to mortar or any metal in the wall.4.1.4 AdmixturesAdmixtures such as coloring pigments,air-entraining agents, accelerators, retarders, water-repellentagents, antifreeze compounds, and other admi

24、xtures shall notbe added to mortar unless specified. Coloring pigments shallconform to Specification C 979. Calcium chloride, when ex-plicitly provided for in the contract documents, is permitted tobe used as an accelerator in amounts not exceeding 2 % byweight of the portland cement content or 1 %

25、by weight of themasonry cement content, 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 mas

26、onry cement mortar is permitted. 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 m

27、aterial, aggregate, and water, 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 establi

28、shed by tests of labora-tory 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

29、to the requirementsof Table 2. 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 withdifferent physical characteris

30、tics 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 mortarcomplying with the proportion specification (5.1) may differ from thephysical properties of mo

31、rtar 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 compressive strength requirements of Table 2.NOTE 4The required properties of the mortar in Table 2 a

32、re 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 masonry units inthe field. Mortar for use in the field must be mixed with the maximumamount of wa

33、ter, 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 110 6 5, asrequired by this specification, are intended to approximate the flow andproperties of fi

34、eld 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 beingplaced in contact with the masonry units, will differ from the propertyrequirements in Table 2. T

35、herefore, the property requirements in Table 2cannot be used as requirements for quality control of field preparedmortar. Test Method C 780 may be used for this purpose.NOTE 5Air content of non-air-entrained portland cement-lime mortaris generally less than 8 %.3Available from the Mason Contractors

36、Association of America, 1910 SouthHighland Avenue, Suite 101, Lombard, IL 60148.C2700726. Test Methods6.1 Proportions of Materials for Test SpecimensLaboratory mixed mortar used for determining conformance tothis property specification shall contain construction materialsin proportions indicated in

37、project specifications. Measurematerials by weight for laboratory 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

38、.Volume Proportion 3 Bulk Density 3 Batch Factor(2)NOTE 6See Appendix 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 94 pcf (1505 kg/m3)Blended Cement Obtain from bag o

39、r supplierHydraulic Cement Obtain from bag or supplierSlag 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 i

40、n accordance with themanufacturers directions. All quicklime 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 le

41、ssTABLE 1 Proportion Specification RequirementsNOTETwo air-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-dit

42、ions)MSNMSNCement-Lime M 1 . . . . . . . . . . . . . . . . . .14S 1 . . . . . . . . . . . . . . . . . . over14 to12N 1 . . . . . . . . . . . . . . . . . . over12 to 114O 1 . . . . . . . . . . . . . . . . . . over 114 to212Mortar Cement M 1 . . . . . . 1 . . . . . . . . . . . . Not less than 214and n

43、ot more than3 times the sum ofthe separate vol-umes of cementi-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 . . . . . .

44、 1 .TABLE 2 Property Specification RequirementsAMortar Type 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

45、Cement M 2500 (17.2) 75 12 Not less than 214 and notmore than 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 (s

46、ee Note 4).BSee Note 5.CWhen structural reinforcement is incorporated 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 %.C270073than this may be used in the propo

47、rtion 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 betteraccounting of the materials used for purposes of air

48、 content calculations.It is not necessary for the purposes of this specification to measure the unitweight of the dry sand.Although the unit weight of dry sand will typicallybe 85100 pcf (13601760 kg/m3), experience has shown that the use ofan assumed unit weight of 80 pcf (1280 kg/m3) for dry sand

49、will result ina laboratory mortar ratio of aggregate to cementitious material that issimilar to that of the corresponding field mortar made using damp loosesand. A weight of 80 lb (36 kg) of dry sand is, in most cases, equivalentto the sand weight in 1 ft3(0.03 m3) of loose, damp sand.6.1.2 Oven dry and cool to room temperature all sand forlaboratory mixed mortars. Sand weight shall be 1440 g for eachindividual batch of mortar prepared. Add water to obtain flowof 110 6 5 %. A test batch provides sufficient mortar forcompleting the water