ASTM C426-2007 Standard Test Method for Linear Drying Shrinkage of Concrete Masonry Units《混凝土圬工件的线性干缩用标准试验方法》.pdf

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1、Designation: C 426 07Standard Test Method forLinear Drying Shrinkage of Concrete Masonry Units1This standard is issued under the fixed designation C 426; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A

2、number in parentheses indicates 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 test method covers a routine standardized proce

3、-dure for determining the linear drying shrinkage of concretemasonry units or related concrete units under specified accel-erated drying conditions.1.2 The values stated in inch-pound units are to be regardedas the standard. The values given in parentheses are forinformation only.1.3 This standard d

4、oes 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 health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM St

5、andards:2C 490 Practice for Use of Apparatus for the Determinationof Length Change of Hardened Cement Paste, Mortar, andConcreteC 1093 Practice for Accreditation of Testing Agencies forUnit Masonry2.2 ANSI Standard:B94.11M1993 Twist Drills33. Terminology3.1 Definition:3.1.1 linear drying shrinkagein

6、 this test method, thechange in linear dimension of the test specimen due to dryingfrom a saturated condition to an equilibrium weight and lengthunder specified accelerated drying conditions.4. Significance and Use4.1 This test method is intended to evaluate the dryingshrinkage characteristics of a

7、given unit. The results of thislaboratory method are considered in determining concretemasonry crack control provisions.NOTE 1The testing laboratory performing this test method should beevaluated in accordance with Practice C 1093.5. Apparatus5.1 Strain GaugeThe instruments for measuring lineardryin

8、g shrinkage shall be so designed as to permit or providethe conditions described in 5.1.1 through 5.1.5.NOTE 2Strain gauges may be obtained with various gauge lengths.The 10-in. (254-mm) gauge length is recommended for use with regularconcrete masonry units, however, particular sizes of products may

9、 requireother lengths. The length of the shrinkage specimen shall not be less thanrequired for a minimum gauge length (distance between gauge plugs) of6 in. (152.4 mm).5.1.1 A means of positive contact with the specimen thatwill ensure reproducible measurements of length.5.1.2 Means for precise meas

10、urement, consisting of a dialmicrometer or other measuring device graduated to read in0.0001-in. (0.0025-mm) units, and accurate within 0.0001 in.(0.0025 mm) in any 0.0010-in. (0.025-mm) range, and within0.0002 in. (0.0050-mm) in any 0.0100-in. (0.254-mm) range.5.1.3 Sufficient range to allow for sm

11、all variations in thegauge lengths.NOTE 3If the shrinkage reference points are set carefully to position,a dial micrometer with a travel of 0.2 or 0.3 in. (5.1 or 7.6 mm) providesample range in the instrument.5.1.4 Means for checking the strain gauge at regular inter-vals against a standard referenc

12、e bar. The standard referencebar shall be protected from air currents by placing it inside awooden box which should be closed except when the straingauge is being checked against it.NOTE 4A standard reference bar shall be furnished by the manufac-turer of the instrument. A standard bar of ordinary s

13、teel is satisfactory, butcorrections must be made for variations in its length due to temperaturechanges. When a more nearly constant datum is desired, Invar ispreferable because of its low coefficient of thermal expansion.1This test method is under the jurisdiction of ASTM Committee C15 onManufactu

14、red Masonry Units and is the direct responsibility of SubcommitteeC15.03 on Concrete Masonry Units and Related Units.Current edition approved June 1, 2007. Published June 2007. Originallyapproved in 1958. Last previous edition approved in 2006 as C 426 06.2For referenced ASTM standards, visit the AS

15、TM 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.3Available from American National Standards Institute (ANSI), 25 W. 43rd St.,4th Floor, New York, NY 1003

16、6, http:/www.ansi.org.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.5.1.5 Convenient and rapid measurement of specimens.5.2 ComparatorWhen desirable to measure speci

17、mensend to end, a comparator conforming to the requirements ofPractice C 490 may be used as an alternative to the strain gaugefor measuring linear drying shrinkage.5.3 Gauge PlugsThe gauge plugs shall be made frommetal that is resistant to corrosion. Plugs for use with straingauges shall be38 to12 i

18、n. (9.5 to 12.7 mm) in diameter and12 618 (12.7 6 3.2 mm) in thickness. Plugs for use with thecomparator shall consist of14-in. (6.4-mm) diameter stainlesssteel gauge studs shown in Practice C 490.5.4 Drying OvenThe oven shall be reasonably airtight andprovide the features described in 5.4.1 through

19、 5.4.4.NOTE 5One suggested oven construction is shown in Fig. 1.5.4.1 A minimum storage capacity of three whole testspecimens and a clearance of 1 in. (25.4 mm) on all sides ofeach test specimen.5.4.2 A constant, uniform temperature of 122 6 2F (50 60.9C) throughout the insulated cabinet attained by

20、 means ofan electrical heat source (Note 6).NOTE 6Direct heating of test specimens with the combustion prod-ucts of gas or other carbonaceous fuels is not satisfactory due to thepresence of carbon dioxide and water and their possible effect on thedrying characteristics of portland cement products.5.

21、4.3 A means of drying specimens to a condition ofequilibrium with a relative humidity of 17 6 2%(Note 7).5.4.3.1 Calcium chloride (CaCl2), if used for this purpose,shall be in flake form. Suitable dishes or trays shall be providedto give an exposed solution area of not less than 25 in.2for eachcubic

22、 foot (5800 cm2for each m3) of oven volume. Dishes ortrays shall contain sufficient solid calcium chloride so that thecrystals will be exposed above the surface of the solutionthroughout the test. The calcium chloride solution shall bethoroughly stirred every 24 h, and more often if necessary, topre

23、vent the formation of lumps and crusting over.NOTE 1Provide access to heaters.NOTE 2Insulating fill is recommended in cabinets having outer covers of sheet metalNOTE 3The following materials are required:Quantity Description1 5-in. (127-mm) fan assembly, as shown1130-hp (25-W) shaded-pole, fan-coole

24、d, stud-mounted electric motor75 ft (22.9 m) 1-in. (25.4-mm) angle, steel or aluminum60 ft2(5.6 m2) Outer cover,12-in. (12.7-mm) plywood or equivalent, faced with sheet metal or other material to provide a positive vapor barrier60 ft2(5.6 m2) Inner cover,38-in. (9.5-mm) asbestos board or equivalent1

25、 Heat baffle, 25 by 34-in. (635 by 864-mm), sheet metal16 ft (4.8 m)12-in. iron pipe4 100-W porcelain light fixtures1 500-W thermostat1243 30 3 112-in. (610 3 762 3 38-mm) tray, borosilicate glass or equivalent1 pr 8-in. (203-mm) hinges and haspFIG. 1 Drying Oven Suitable for Determining Drying Shri

26、nkage of Concrete BlockC426072NOTE 7The air immediately above a saturated solution of calciumchloride (CaCl2) at 122F (50C) is approximately 17 %.5.4.4 Moderate circulation of air within the oven, over andaround all test specimens and the drying agent.5.5 Cooling ChamberAn airtight enclosure of suff

27、icientcapacity for cooling a minimum of three whole specimens to atemperature of 73.4 6 2F (23 6 1.1C).5.6 Immersion TankA suitable container for completelyimmersing three whole test specimens in water maintained at73.4 6 2F (23 6 1.1C).5.7 Balance or ScaleThe balance shall be sensitive towithin 0.1

28、 % of the weight of the smallest specimen tested.6. Test Specimens6.1 The test specimens selected shall be whole units, free ofvisible cracks or other structural defects, which shall berepresentative of the lot from which they are selected (Note 8).Portions of face shells (see 6.1.1) may be used for

29、 test in lieuof whole units providing they are cut lengthwise from hollowunits at least 12 in. (304.8 mm) in length. Specimens to be usedfor testing shall not be exposed to external heat sources.NOTE 8In tests of short units such as concrete brick by this method,use of a 10-in. (254-mm) Whittemore s

30、train gauge is reported to befeasible when two units are butted together and joined using an epoxyresin cement to form an extremely thin joint between the units. Theabutting ends of the units should be ground to ensure intimate contact anda thin joint; these precautions are necessary to ensure the t

31、hinnest jointspracticable and thereby avoid abnormal shrinkage indications. Somelaboratories have obtained satisfactory results using a 10-in. Whittemorestrain gauge on specimens joined with unfilled epoxy cements.6.1.1 The number of specimens selected should consist ofthree whole units or three hal

32、f face-shells. (See Fig. 2.)6.1.2 The portions known as half face-shells should be atleast 4 in. (101.6 mm) wide and should be of the same lengthas the face shell. Half face-shell specimens must be saw-cutfrom hollow units not less than 12 in. (304.8 mm) in length.6.2 Methods of Attaching Gauge Plug

33、s to Specimens:6.2.1 Gauge Plug Inserts for Use with Strain GaugesPlace a pair of gauge plugs at or near, and parallel to, thecenter line in each of two opposite faces of the specimen. Drillplug holes with a drill that is slightly smaller in size than theplug diameter so as to provide a snug fit (No

34、te 9). The depth ofthe holes shall be such that the exposed surface of the insertedgauge plug is approximately18 in. (2.5 mm) below the surfaceof the specimen. Prior to setting of the plug, plug holes shall bedry and dust free. After the bonding material (Note 10) hasbeen placed in the hole, insert

35、the gauge plug and prick punchthe plug to proper gauge length with the gauge bar provided.Wipe off excessive bonding material and allow the remainderto cure. After the bonding material is sufficiently hard, drillreceiving holes for strain gauge points with a No. 56 to 60 twistdrill.4NOTE 9A516-in. (

36、7.9-mm) diameter carbide-tipped masonry drill hasbeen found satisfactory for gauge plugs38 in. (9.5 mm) in diameter.NOTE 10Anumber of bonding agents have been reported satisfactoryfor setting gauge plugs. Tests to determine the effect of water immersionand subsequent drying on the bonding agents adh

37、esion should be madeprior to use.6.2.2 Drill receiving holes in gauge plugs for strain gaugepoints prior to attachment of gauge plugs. Attach gauge plugswith a bonding agent (Note 10) using the strain gauge punchbar or other convenient template to set gauge holes the properdistance apart.6.3 Inserts

38、 for Comparator MeasurementsOn oppositeends of the test specimen, mount spherically shaped gaugeplugs, for use with the comparator (see 5.2). Drill a shallowrecess (Note 11) at the desired location using a drill slightlyless in size than the plug diameter. Fill the recess with abonding agent, and fi

39、rmly press the plug into position, takingcare that the bonding agent extends slightly above the level ofthe center of the sphere. After the bonding agent is sufficientlyhard, clean excess material from the exposed portion of thegauge plug.NOTE 11Satisfactory results without a drilled recess have bee

40、nreported with the use of quick-setting bonding agents. Aluminum puttyhas been demonstrated to perform well in this test as an adhesive to adheregauge plugs to the surface of test specimens.7. Procedure7.1 Immerse specimens in water at 73.4 6 2F (23 6 1.1C)for 486 2h.4Detailed requirements for these

41、 twist drills are given in the American NationalStandard for Twist Drills (ANSI B5.10).FIG. 2 View of Sawed Block Showing a Suggested Sequence of Cuts and Location of Half-Face Shell SpecimensC4260737.2 Take the initial reading of specimen length, at satura-tion, with the unit positioned in the wate

42、r tank so that its gaugeline is about at the level of the water surface to avoid error dueto cooling by evaporation. Take accompanying length readingsof the standard reference bar. (See 8.1 and 8.2 for methods ofadjusting and correcting length readings.) Record the tempera-ture of the water as Tx.7.

43、3 Weigh and record the saturated surface-dry weight ofthe test specimen by draining the test specimen for 1 min 6 5s over a38-in. (9.5-mm) (or larger) mesh and removing visiblesurface water by blotting with a damp cloth.7.4 Within 48 h after the specimens have been removedfrom the water, place them

44、in the drying oven described in 5.4.During this period of up to 48 h, the specimens shall be storedcontinuously in air at a temperature of 75 6 15F (24 6 8C)and a relative humidity of less than 80 % (Note 12). To ensureuniformity of drying, the individual specimens should berotated to different posi

45、tions in the drying oven each timereadings are taken.NOTE 12Reports have indicated that moisture is exuded faster bysome masonry units during the early part of the drying period than can beabsorbed by the calcium chloride solution, causing condensation to formon the interior surfaces of the oven.7.5

46、 At the end of 5 days of drying, including any period ofpreliminary drying in air up to 48 h, remove shrinkagespecimens from the drying oven and cool to 73.4 6 2F (23 61.1C) within8h(Note 13). Following cooling, record thetemperature of the cooling chamber of Tx, remove eachspecimen from the cooling

47、 container and immediately takespecimen length readings. Take accompanying length readingsof the standard reference bar. Weigh the specimens. The airtemperature of the laboratory at the time length readings aremade on the specimens shall be 73.4 6 5F (23 6 2.8C).NOTE 13Use a cooling chamber consisti

48、ng of a steel, drum-typecontainer equipped with a ring-sealed, rubber-gasketed type cover. Thedrum cover should be equipped with a thermometer, the bulb of which isin the proximity of the uppermost test specimen. The drum must be storedin a temperature-controlled room in order that its final equilib

49、riumtemperature will be 73.4 6 2F (23 6 1.1C). Length measurements madeat temperatures other than 73.4 6 2F (23 6 1.1C) shall be corrected asshown in 8.3.7.6 Return test specimens to the drying oven for a secondperiod of drying. The duration of the second, and subsequent,oven drying periods shall be 44 6 4 h. Following the secondperiod of drying, repeat cooling, length readings, and weightdeterminations as specified in 7.5.7.7 Continue the periods of oven drying, followed by lengthand weight determinations after cooling u