1、Designation: C1339 02 (Reapproved 2012)Standard Test Method forFlowability and Bearing Area of Chemical-Resistant PolymerMachinery Grouts1This standard is issued under the fixed designation C1339; the number immediately following the designation indicates the year oforiginal adoption or, in the case
2、 of revision, 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. Scope1.1 This test method covers the measure of flowability ofchemical-resistant polymer machinery gr
3、outs as evaluated in a2-in. (5-cm) or 1-in. (2.5-cm) pour thickness. The test methodprovides for the assessment of upper surface plate contact area(bearing area). These grouts will typically be two- or three-component formulations that may be used for installationswhere grout thickness will range fr
4、om 1 to 6 in. (2.5 to 15 cm)underneath the base or plates being grouted.1.2 The values stated in inch-pound units are to be regardedas standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.1.3 This stan
5、dard 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 health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 A
6、STM Standards:2C904 Terminology Relating to Chemical-Resistant Nonme-tallic Materials3. Terminology3.1 DefinitionsFor definition of terms used in this testmethod, see Terminology C904.4. Summary of Test Method4.1 Polymer machinery grout of a flowable consistency ispoured into a hopper at one end of
7、a shallow plastic trough witha clear plastic cover plate.4.2 A movable gate is raised, allowing the grout to flowfrom the hopper into the trough. The times for the grout to firstcontact the end plate and to establish full length contact withthe top cover plate are recorded and used as indices offlow
8、ability.4.3 After the grout hardens, the mold and top plate areremoved. The top surface of the grout is wire brushed to exposeany surface air bubbles or voids, and a visual estimate is madeof the percentage of grout top surface area that is in contactwith the plate. Visual guides are provided for co
9、mparativepurposes (see Fig. 1 and Fig. 2).5. Significance and Use5.1 Chemical-resistant polymer machinery grouts are usedto provide precision support for machinery or equipment.5.2 The machinery or equipment or support bases or plates,or combination thereof, are positioned to the precise elevationan
10、d location required. The bases or plates are typically placedon prepared foundations and supported on temporary shims orsupport bolts (jack screws). Forms are installed to contain theflowable grout. The grout is poured around the perimeter insuch a manner as to allow the grout to flow around and und
11、erthe equipment base or plates. The grout subsequently hardensto provide a strong rigid support layer capable of withstandingthe stresses transferred by the equipment to the foundation.5.3 In addition to the required physical properties of thegrout, the flow and bearing area achieved are importantco
12、nsiderations for effective grout installation. The two charac-teristics measured by this test method are flow and bearingarea.5.4 The flow test simulates typical application conditionsfor a flowable polymer machinery grout. It may be used toevaluate the suitability of a particular grout for a specif
13、icapplication, to compare the flowability and bearing area of twoor more grouts, or to evaluate the effects of formulationchanges, temperature, mixing techniques, or other factors onflowability.5.5 The estimated amount of upper grout surface contact inpercent can be used to compare two or more grout
14、s or show theeffects of temperature, formulation changes, or other factors onbearing area. Because of the limited accuracy in estimating the1This test method is under the jurisdiction of ASTM Committee C03 onChemical-Resistant Nonmetallic Materialsand is the direct responsibility of Sub-committee C0
15、3.01 on Mortars and Carbon Brick.Current edition approved Aug. 1, 2012. Published September 2012. Originallyapproved in 1996. Last previous edition approved in 2008 as C1339 02 (2008).DOI: 10.1520/C1339-02R12.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Custom
16、er Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1percent of contact, a limited set of r
17、esults is suggested (see9.9.1). Visual guides are provided for comparative purposes(see Fig. 1 and Fig. 2).6. Apparatus6.1 Flow Box, a plastic flow box as shown in Fig. 3 withdemountable sides and ends and a sliding gate, having atransparent cover plate of rigid polycarbonate plastic.6.2 Stopwatch,
18、of normal commercial accuracy, readable toat least 1 s.6.3 Thermometer or Thermocouple , suitable for insertioninto the grout while still plastic.6.4 Mixer, a commercial mixing device that is able to rotatea 5-gal metal or plastic pail with a stationary mixing blade tostir the grout mix. Typical ope
19、rating speed is 30 to 100 rpm(see Fig. 4).7. Preparation of Apparatus7.1 Prewax all the component parts of the flow box withpaste wax and buff before assembly to ensure that the groutdoes not adhere. The top cover plate shall not be waxed sincethe wax may have an adverse effect on the bearing area.7
20、.2 Assemble the box as follows:7.2.1 Place the bottom plate on a flat work surface with thegrooves facing upward.7.2.2 Insert the left and right side plates of the box into thebottom plate with the grooved sides facing inward.7.2.3 Slide the back plate down between the slanted groovesof the left and
21、 right side plates at the headbox end such that itenters the cross groove in the bottom plate.7.2.4 Slide the gate plate into the vertical grooves in thefront of the headbox such that it rests directly on the bottomplate.FIG. 1 Grout Top SurfaceFIG. 2 Grout Top SurfaceC1339 02 (2012)27.2.5 Slide the
22、 cover plate in horizontally in the 2-in. (or1-in.) high slots in the side plates from the flow end of the boxuntil it contacts the gate plate firmly.7.2.6 Slide the front plate down along the gate plate on theoutside of the headbox until it contacts the cover plate.7.2.7 Slide the end plate down th
23、e end vertical grooves sothat it seals against the bottom plate.7.2.8 Slide the head plate down the groove 6 in. from theend plate so that it contacts the cover plate.7.2.9 Apply bands or clamps around the assembled box atthree locations snugly to resist the hydrostatic force of thegrout; one near t
24、he top of the headbox, one at midsection, andone between the head plate and end plate.7.3 Set the flow box on a flat level surface free from sourcesof vibration. Level the surface within 0.125 in. (3 mm) over thelength of the flow box.8. Conditioning8.1 Store the flow box, mixer, components of grout
25、, andother equipment at a temperature of 73 6 4F (23 6 2C) forat least 16 h prior to performing the test.8.2 The test may be performed at higher or lower tempera-tures to simulate specific installation conditions. If this is done,the temperature should be specified in the report.9. Procedure9.1 Mix
26、the grout following the manufacturers mixinginstructions. For 2-in. (5-cm) thickness, mix at least 600 in.3(9800 cm3) of the grout. For 1-in. (2.5-cm) thickness, mix atleast 400 in.3(6500 cm3) of the grout. Record the mixer typeand mixing speed.9.1.1 The revolving bucket type mixer referenced in 6.4
27、 isrecommended for mixing grout materials in the amount re-quired for this test. Large mixers are not recommended for thetest since the grout may become unrepresentatively aggregate-rich due to the wetting of the mixer by the liquid components.9.2 Immediately after mixing, measure and record thetemp
28、erature of the mix to the nearest 1F (0.5C).9.3 Pour the mixed grout into the hopper to an 11-in.(28-cm) depth for 2-in. thickness or 8 in. (20 cm) for 1-in.thickness.9.4 Five minutes from the time of completion of mixing thegate should be lifted past the junction of the front plate andcover plate i
29、n a smooth fast motion to allow the grout to flowinto the box.9.5 The stopwatch should be started at the moment the gateis lifted.9.6 Monitor the grout flow through the top cover plate as thegrout progresses down the box length. Record the elapsed timeat which the grout first makes contact with the
30、end plate as theflow time.9.7 Record the elapsed time at which the grout makes fulllength contact with the top cover plate as the fill time.9.8 Leave the filled flow box to cure undisturbed withoutmovement or vibration.9.9 At least 16 h after the time of pour, disassemble themold and remove the top
31、cover plate. Wire brush the grout topsurface to expose air bubbles and voids trapped at the groutsurface. Visually estimate the percentage of contact area andrecord as bearing area.9.9.1 Because of the limited accuracy of this determination,the suggested classifications are: “highgreater than 85 %,”
32、“medium70 to 85 %,” “lowless than 70 %.”10. Interpretation of Results10.1 For the purposes of this test, the elapsed time inseconds for the grout to flow to the end plate and the time tomake full length contact with the top cover plate are indices offlowability; the shorter the time, the greater the
33、 flowability.10.2 This test method is a simulation of applications wherethe flow distance is approximately 30 in. (75 cm), but actualapplication flow times may be longer because of the greaterroughness and porosity of a prepared concrete surface.10.3 The bearing area is useful in comparing grouts or
34、evaluating effects of different application temperatures.FIG. 3 Grout Flow BoxC1339 02 (2012)311. Report11.1 Report the following information:11.1.1 The date test was performed;11.1.2 The manufacturers designation for the grout testedand batch number of the grout components;11.1.3 The grout flow dep
35、th used for the test;11.1.4 Type of mixing equipment utilized, mixing speed,and the amount of grout mixed;11.1.5 Temperature of the grout after mixing;11.1.6 Time for the grout to first contact the end plate;11.1.7 Time for the grout to establish full length cover platecontact;11.1.8 Description of
36、the wire brushed top surface andpercent bearing area range;11.1.8.1 High (greater than 85 %), medium (70 to 85 %),low (less than 70 %); and11.1.9 Any deviations from this procedure.12. Precision and Bias12.1 The precision and bias for this test method have notbeen established.12.2 The percentage ran
37、ge of upper plate contact or bearingarea is based on a visual estimate. This will limit accuracy andmay produce differences between operators.13. Keywords13.1 bearing area; chemical-resistant polymer machinerygrout; flowability; surface contactFIG. 4 MixerC1339 02 (2012)4ASTM International takes no
38、position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such rights, are entirely their own responsi
39、bility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standardsand should be addressed to
40、 ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you shouldmake your views known to the ASTM Committee on Standards, at the addr
41、ess shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org). Permission rights to photocopy the standard may also be secured from the ASTM website (www.astm.org/COPYRIGHT/).C1339 02 (2012)5
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