ASTM C173 C173M-2014 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method《容量法测定新拌混凝土含气量的标准试验方法》.pdf
《ASTM C173 C173M-2014 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method《容量法测定新拌混凝土含气量的标准试验方法》.pdf》由会员分享,可在线阅读,更多相关《ASTM C173 C173M-2014 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method《容量法测定新拌混凝土含气量的标准试验方法》.pdf(9页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: C173/C173M 14Standard Test Method forAir Content of Freshly Mixed Concrete by the VolumetricMethod1This standard is issued under the fixed designation C173/C173M; the number immediately following the designation indicates the yearof original adoption or, in the case of revision, the yea
2、r of last revision. A number in parentheses indicates the year of last reapproval.A superscript epsilon () 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 test method covers de
3、termination of the air contentof freshly mixed concrete containing any type of aggregate,whether it be dense, cellular, or lightweight.1.2 The values stated in either SI units or inch-pound unitsare to be regarded separately as standard. The inch-pound unitsare shown in brackets. The values stated i
4、n each system maynot be exact equivalents; therefore, each system shall be usedindependently of the other. Combining values from the twosystems may result in non-conformance with the standard.1.3 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It
5、 is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.(WarningFreshhydraulic cementitious mixtures are caustic and may causechemical burns to skin and tissue upon prolonged expo
6、sure.2)2. Referenced Documents2.1 ASTM Standards:3C29/C29M Test Method for Bulk Density (“Unit Weight”)and Voids in AggregateC31/C31M Practice for Making and Curing Concrete TestSpecimens in the FieldC138/C138M Test Method for Density (Unit Weight), Yield,and Air Content (Gravimetric) of ConcreteC14
7、3/C143M Test Method for Slump of Hydraulic-CementConcreteC172 Practice for Sampling Freshly Mixed ConcreteC173/C173M Test Method forAir Content of Freshly MixedConcrete by the Volumetric MethodC231 Test Method for Air Content of Freshly Mixed Con-crete by the Pressure MethodC670 Practice for Prepari
8、ng Precision and Bias Statementsfor Test Methods for Construction MaterialsC1064/C1064M Test Method for Temperature of FreshlyMixed Hydraulic-Cement Concrete3. Significance and Use3.1 This test method covers the determination of the aircontent of freshly mixed concrete. It measures the air contained
9、in the mortar fraction of the concrete, but is not affected by airthat may be present inside porous aggregate particles.3.1.1 Therefore, this is the appropriate test to determine theair content of concretes containing lightweight aggregates,air-cooled slag, and highly porous or vesicular natural agg
10、re-gates.3.2 This test method requires the addition of sufficientisopropyl alcohol, when the meter is initially being filled withwater, so that after the first or subsequent rollings little or nofoam collects in the neck of the top section of the meter. Ifmore foam is present than that equivalent to
11、 2 % air above thewater level, the test is declared invalid and must be repeatedusing a larger quantity of alcohol. Addition of alcohol to dispelfoam any time after the initial filling of the meter to the zeromark is not permitted.3.3 The air content of hardened concrete may be eitherhigher or lower
12、 than that determined by this test method. Thisdepends upon the methods and amounts of consolidation effortapplied to the concrete from which the hardened concretespecimen is taken; uniformity and stability of the air bubbles inthe fresh and hardened concrete; accuracy of the microscopicexamination,
13、 if used; time of comparison; environmentalexposure; stage in the delivery, placement and consolidationprocesses at which the air content of the unhardened concreteis determined, that is, before or after the concrete goes througha pump; and other factors.1This test method is under the jurisdiction o
14、f ASTM Committee C09 onConcrete and Concrete Aggregatesand is the direct responsibility of SubcommitteeC09.60 on Testing Fresh Concrete.Current edition approved Jan. 1, 2014. Published February 2014. Originallyapproved in 1942. Last previous edition approved in 2012 as C173/C173M12.DOI: 10.1520/C017
15、3_C0173M-14.2Section on Safety Precautions, Manual of Aggregate and Concrete Testing,Annual Book of ASTM Standards, Vol 04.02.3For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information,
16、 refer to the standards Document Summary page onthe ASTM website.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States14. Apparatus4.1 Air MeterAn air meter consisting of a me
17、asuring bowland a top section (Fig. 1) conforming to the followingrequirements:4.1.1 The measuring bowl and top sections shall be ofsufficient thickness and rigidity to withstand rough field use.The material shall not be attacked by high pH cement paste,deform when stored at high temperatures in clo
18、sed spaces, orbecome brittle or crack at low temperatures. A watertight sealmust be obtained when the top section is attached to themeasuring bowl.4.1.2 Measuring BowlThe measuring bowl shall have adiameter equal to 1 to 1.25 times the height and be constructedwith a flange at or near the top surfac
19、e. Measuring bowls shallnot have a capacity of less than 2.0 L 0.075 ft3.4.1.3 Top SectionThe top section shall have a capacity atleast 20 % larger than the measuring bowl and shall beequipped with a flexible gasket and a device to attach the topsection to the measuring bowl. The top section shall b
20、eequipped with a transparent scale, graduated in increments notgreater than 0.5 % from 0 at the top to 9 %, or more, of thevolume of the measuring bowl. Graduations shall be accurateto 60.1 % by volume of the measuring bowl. The upper end ofthe neck shall have a watertight cap that will maintain awa
21、tertight seal when the meter is inverted and rolled.4.2 FunnelA funnel with a spout of a size permitting it tobe inserted through the neck of the top section and long enoughto extend to a point just above the bottom of the top section.The discharge end of the spout shall be so constructed thatwhen w
22、ater is added to the container there will be a minimumdisturbance of the concrete.4.3 Tamping RodA round, smooth, straight steel, high-density polyethylene, or other plastic rod of equal or greaterabrasion resistance with a 16 mm 58 in. 6 2mm116 in.diameter. The length of the tamping rod shall be at
23、 least 100mm 4 in. greater than the depth of the measuring bowl inwhich rodding is being performed, but not greater than 600 mm24 in. in overall length (Note 1). The rod shall have thetamping end or both ends rounded to a hemispherical tip of thesame diameter as the rod.NOTE 1A rod length of 400 mm
24、16 in. to 600 mm 24 in. meets theFIG. 1 Apparatus for Measuring Air Content of Fresh Concreteby Volumetric Method (a) Brass MeterFIG. 1 Apparatus for Measuring Air Content of Fresh Concreteby Volumetric Method (b) Aluminum Meter (continued)C173/C173M 142requirements of the following: Practice C31/C3
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