ASTM C1552-2008a Standard Practice for Capping Concrete Masonry Units Related Units and Masonry Prisms for Compression Testing.pdf
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1、Designation: C 1552 08aStandard Practice forCapping Concrete Masonry Units, Related Units andMasonry Prisms for Compression Testing1This standard is issued under the fixed designation C 1552; the number immediately following the designation indicates the year oforiginal adoption or, in the case of r
2、evision, 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.1. Scope*1.1 This practice covers apparatus, materials, and proce-dures for capping concrete masonry units, r
3、elated units, includ-ing coupons or other specimens obtained from such units, andmasonry prisms for compression testing.NOTE 1The testing laboratory performing these test methods shouldbe evaluated in accordance with Practice C 1093.1.2 The values stated in inch-pound units are to be regardedas stan
4、dard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.1.3 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this st
5、andard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2C 140 Test Methods for Sampling and Testing ConcreteMasonry Units and Related UnitsC 617 Practice for Capping Cylindrical Co
6、ncrete Speci-mensC 1093 Practice for Accreditation of Testing Agencies forMasonryC 1209 Terminology of Concrete Masonry Units and Re-lated UnitsC 1232 Terminology of MasonryC 1314 Test Method for Compressive Strength of MasonryPrisms3. Terminology3.1 Terminology defined in Terminology C 1209 and Ter
7、-minology C 1232 shall apply for this practice.4. Significance and Use4.1 This practice describes procedures for providing planesurfaces on the two bearing surfaces of units and prisms. Thepurpose of this standard is to provide consistent and standard-ized procedures for capping units and prisms for
8、 compressiontesting. The procedures are based on those contained (orpreviously contained) in Test Methods C 140, Practice C 617,and Test Method C 1314.NOTE 2Specimens capped using this practice will vary significantlyin size and weight. Appropriate care and handling may differ based onspecimen size
9、and weight. Provide care and handling as needed to providefor proper capping based on the physical characteristics of the specimenbeing capped.5. Apparatus5.1 Capping PlateIf used, the capping plate shall be madeof steel having a thickness of not less than 1 in. (25.4 mm), ora polished plate of gran
10、ite or diabase at least 3 in. (76 mm)thick. The capping surface shall be plane within 0.003 in. in 16in. (0.075 mm in 400 mm) and shall be free of gouges, grooves,and indentations greater than 0.010 in. (0.25 mm) deep orgreater than 0.05 in.2(32 mm2) in surface area. At the time ofcapping, the cappi
11、ng surface shall be level within116 in. (1.6mm) over the length of the plate.5.1.1 Capping Wear PlateIf used, the capping wear plateshall be placed directly on top of the capping plate and shallmeet the requirements of 5.2. At the time of capping, the wearplate surface shall be level within116 in. (
12、1.6 mm) over thelength of the plate. Do not use a capping wear plate with sulfurcapping materials.NOTE 3A capping wear plate has been found to reduce the potentialof damage to the capping plate. The capping wear plate is typically moreresistant to scratches and can be replaced at less cost than that
13、 required toresurface the capping plate. See Fig. 1 for a schematic of capping setupwhen using gypsum cement materials.5.2 Casting PlateIf used, the casting plate shall be oftransparent glass with a thickness of not less than12 in. (13mm). The casting plate shall be plane within 0.003 in. in 16 in.(
14、0.075 mm in 400 mm).6. Materials6.1 Capping Materials:6.1.1 High Strength Gypsum Cement Capping Materials:1This practice is under the jurisdiction of ASTM Committee C15 on Manufac-tured Masonry Units and is the direct responsibility of Subcommittee C15.04 onResearch.Current edition approved Nov. 1,
15、2008. Published November 2008. Originallyapproved in 2002. Last previous edition approved in 2008 as C 1552 08.2For 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 s
16、tandards 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.6.1.1.1 In addition to the compressive strength testing re-quired in
17、6.2, qualification tests shall be made to determine theeffects of water-cement ratio and age on compressive strength.Procedures used for preparing the high strength gypsumcement capping materials shall ensure that water-cement ratiosused for each batch provide the required strength.NOTE 4The water-g
18、ypsum cement ratio should typically be between0.26 and 0.30. Use of low water-gypsum cement ratios and vigorousmixing will usually permit development of 3500 psi (24.1 MPa) at ages ofone or two hours. Higher water-gypsum cement ratios extend workingtime, but reduce strength.6.1.1.2 Do not add filler
19、s or extenders to the high strengthgypsum cement.NOTE 5Retarders extend working time for capping materials but theireffects on required water-cement ratio should be determined prior to use.NOTE 6The following two gypsum cements have successfully beenused for this purpose: Hydrostone (trademarked) an
20、d Hydrocal (trade-marked) white gypsum cement. Both are available from U.S. GypsumCompany.6.1.2 Sulfur Capping Materials:6.1.2.1 Proprietary or laboratory prepared sulfur mixturesshall contain 40 to 60 % sulfur by weight, the remainder beingground fire clay or other suitable inert material passing a
21、 No.100 (150-m) sieve with or without a plasticizer.6.1.3 Use only capping materials identified in 6.1.1 and6.1.2. Do not use other capping materials.NOTE 7Examples of materials that have been found to be unsuitablefor capping purposes include, but are not limited to: low-strength moldingplaster, pl
22、aster of paris, mixtures of plaster of paris and portland cement,and other cement-based materials.6.2 Compressive Strength of Capping MaterialsThe com-pressive strength of the capping material shall be at least 3500psi (24.1 MPa) at an age of 2 h. The cube molds and methodsof preparing and testing t
23、he cubes shall be in accordance withPractice C 617. The capping material shall be placed in thecube at capping consistency. Store the filled molds in labora-tory air. Remove cubes of sulfur material after solidification iscomplete and remove cubes of gypsum cement material fromthe molds not more tha
24、n 15 min prior to testing. Test cubes atan age of 2 h 6 10 min after completing the filling of themolds.6.2.1 The strength of the capping material shall be deter-mined on receipt of a new lot and at intervals not exceedingthree months. If a given test of the capping material fails toconform to the s
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