ASTM C186-2005 Standard Test Method for Heat of Hydration of Hydraulic Cement《水硬性水泥水合热的标准试验方法》.pdf
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1、Designation: C 186 05Standard Test Method forHeat of Hydration of Hydraulic Cement1This standard is issued under the fixed designation C 186; 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 pa
2、rentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This test method covers the determination of the heat ofhydration of a hydraulic cement by measuring the heat ofsolution of the dry cement and the
3、 heat of solution of a separateportion of the cement that has been partially hydrated for 7 andfor 28 days, the difference between these values being the heatof hydration for the respective hydrating period.1.2 The results of this test method may be inaccurate ifsome of the components of the hydraul
4、ic cement are insolublein the nitric acid/hydrofluoric acid solution.1.3 The values stated in SI units are to be regarded as thestandard. The values given in parentheses are for informationonly.1.4 Values in SI units shall be obtained by measurement inSI units or by appropriate conversion, using the
5、 Rules forConversion and Rounding given in Standard IEEE/ASTM SI10, or measurements made in other units.1.5 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 standard to establish appro-priate safety and
6、health practices and determine the applica-bility or regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2C 109/C 109M Test Method for Compressive Strength ofHydraulic Cement Mortars (Using 2-in. or 50-mm CubeSpecimens)C114 Test Methods for Chemical Analysis of HydraulicCem
7、entC 670 Practice for Preparing Precision and Bias Statementsfor Test Methods for Construction MaterialsC 1005 Specification for Reference Masses and Devices forDetermining Mass and Volume for Use in the PhysicalTesting of Hydraulic CementsE11 Specification for Wire-Cloth Sieves for Testing Pur-pose
8、sIEEE/ASTM SI 10 Standard for Use of the InternationalSystem of Units (SI): The Modern Metric System3. Significance and Use3.1 The purpose of this test is to determine if the hydrauliccement under test meets the heat of hydration requirement ofthe applicable hydraulic cement specification.3.2 This t
9、est may also be used for research purposes when itis desired to determine the heat of hydration of hydrauliccement at any age.NOTE 1When tests are performed for research purposes, usefuladditional information can be obtained by determining fineness, chemicaland compound compositions.3.3 Determinatio
10、n of the heat of hydration of hydrauliccements provides information that is helpful for calculatingtemperature rise in mass concrete.4. Apparatus4.1 Calorimetric Apparatus:4.1.1 CalorimeterThe calorimeter, such as that illustratedin Fig. 1 shall consist of a 0.5-L(1-pt), wide-mouth vacuum jar,with c
11、ork stopper, or other suitable non-reactive stopper held ina suitably insulated container (See 4.1.2) to keep the vacuumjar in position and to protect the jar from undue temperaturefluctuations. The vacuum jar shall be coated on the interiorwith a material resistant to hydrofluoric acid, such as a b
12、akedphenolic resin, a baked vinyl chloride acetate resin, or bees-wax. The acid-resistant coating shall be intact and free ofcracks at all times; it shall be examined frequently and renewedwhenever necessary. As another means of protecting thevacuum jar, a plastic liner of suitable size may be used
13、insteadof coating the interior of the jar. The contents of the vacuum jarshall not change more than 0.001 C/min per degree differencefrom room temperature when filled with 425 g of the acidspecified in 6.2, stoppered, and allowed to stand unstirred for30 min. The temperature for this check shall app
14、roximate thestarting temperatures to be used in making the determination.4.1.2 Insulated ContainerThe container shall have aninsulating layer of a material such as non-reactive foam, cotton,1This test method is under the jurisdiction of ASTM Committee C01 on Cementand is the direct responsibility of
15、 Subcommittee C01.26 on Heat of Hydration.Current edition approved July 1, 2005. Published August 2005. Originallyapproved in 1944. Last previous edition approved in 1998 as C 186 98.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.
16、org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.or fiber-glass, which shall be at least 25 mm (1 in.) in thickn
17、essand shall encase the sides and bottom of the vacuum jar, butshall be so arranged as to permit easy removal of the jar.4.1.3 ThermometersTwo thermometers are required. Oneis a high precision thermometer required to determine tempera-ture rise associated with dissolution of cement during determi-na
18、tions. For purposes of this test method, this thermometer iscalled the solution thermometer. The other thermometer is usedfor measuring sample temperature before introduction into thecalorimeter and air temperature during the determination. Forpurposes of this test method, it is called the reference
19、 ther-mometer.4.1.3.1 Solution thermometerThe solution thermometershall be readable to 0.001 C. The solution thermometer maybe either a Beckman type (See Note 2), which is a mercury-in-glass type that only outputs temperature differentials, or adigital type that gives actual temperature outputs. If
20、a Beckmantype is used, it shall be graduated to at least 0.01 C, withreadings to 0.001 C that can be estimated by interpolationbetween these graduations. It shall also have a temperaturerange of at least 6 C.NOTE 2 If the part of the thermometer that will be in contact with thetest solution is sensi
21、tive to the nitric and hydrofluoric acids in the testsolution, then it is recommended that this part of the thermometer becoated with a resistant material to prolong the service life of thethermometer.4.1.3.2 Reference thermometerThe reference thermom-eter shall be any type that reads to a precision
22、 of at least 0.1 C.FIG. 1 CalorimeterC1860524.1.4 FunnelThe funnel through which the sample isintroduced into the calorimeter shall be glass or plastic andshall have a stem inside diameter of at least 6 mm (See Note 3).NOTE 3The minimum diameter is to prevent clogging of the pow-dered cement sample.
23、 The length of the stem will need to be adjusted sothat the sample is delivered without the tip becoming wet from the acidsolution, which will cause the funnel to become clogged and necessitateaborting the determination. The angle of the stem will need to be adjustedso that sample is not delivered o
24、nto the rotating stirrer, which will causesample to cake at the liquid line.4.1.5 Stirring AssemblyThe stirrer shall be a three-bladedpolyethylene propeller having the dimensions shown in Fig. 2,and shall extend as closely as possible to the bottom of thecalorimeter. The motor shall be of the consta
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