Effect of Replacing Part of Ordinary Portland Cement by Granite Powder on Compressive and Flexural Strength of UHPC.docx

上传人:夺命阿水 文档编号:461797 上传时间:2023-07-05 格式:DOCX 页数:8 大小:44.64KB
返回 下载 相关 举报
Effect of Replacing Part of Ordinary Portland Cement by Granite Powder on Compressive and Flexural Strength of UHPC.docx_第1页
第1页 / 共8页
Effect of Replacing Part of Ordinary Portland Cement by Granite Powder on Compressive and Flexural Strength of UHPC.docx_第2页
第2页 / 共8页
Effect of Replacing Part of Ordinary Portland Cement by Granite Powder on Compressive and Flexural Strength of UHPC.docx_第3页
第3页 / 共8页
Effect of Replacing Part of Ordinary Portland Cement by Granite Powder on Compressive and Flexural Strength of UHPC.docx_第4页
第4页 / 共8页
Effect of Replacing Part of Ordinary Portland Cement by Granite Powder on Compressive and Flexural Strength of UHPC.docx_第5页
第5页 / 共8页
点击查看更多>>
资源描述

《Effect of Replacing Part of Ordinary Portland Cement by Granite Powder on Compressive and Flexural Strength of UHPC.docx》由会员分享,可在线阅读,更多相关《Effect of Replacing Part of Ordinary Portland Cement by Granite Powder on Compressive and Flexural Strength of UHPC.docx(8页珍藏版)》请在课桌文档上搜索。

1、EffectofReplacingPartofOrdinaryPortlandCementbyGranitePowderonCompressiveandFlexuralStrengthofUHPCKeywords:granitepowder,ultrahighperformanceconcrete(UHPC),electricflux,porestructure,compressivestrengthPresenterofthepaperduringtheConference:Ling-weiHeTotalnumberofpagesofthepaper(thefirstpagesandthel

2、icencetopublishexcluded):7EffectofReplacingPartofOrdinaryPortlandCementbyGranitePowderonCompressiveandFlexuralStrengthofUHPC1.ing-weiHe,TaoJi,Yong-ningLiangandBao-chunChenCollegeofCivilEngineering,FuzhouUniversity,Fuzhou,Fujian350116,ChinaAbstract:TheeffectofreplacingpartofordinaryPortlandcementbygr

3、anitepowderontheelectricflux,porestructure,compressiveandflexuralstrengthofUHPCunderautoclavedcuringwasinvestigated.TheresultsshowthatwhenpartofordinaryPortlandcementisreplacedbygranitepowderfrom0%to15%,theelectricflux,averageporesizeandthetotalporevolumedecrease,andthecompressivestrengthandflexural

4、strengthof7daysand14daysimprove;whenpartofordinaryPortlandcementisreplacedbygranitepowderfrom15%to20%,theelectricflux,averageporesizeandthetotalporevolumeincrease,thecompressivestrengthandflexuralstrengthdecrease.When15%ofordinaryPortlandcementisreplacedbygranitepowder,theporestructureofUHPCisthebes

5、tanditscompressivestrengthandflexuralstrengtharethehighest.Keywords:granitepowder,ultrahighperformanceconcrete(UHPC),electricflux,porestructure,compressivestrength1. INTRODUCTIONSincethe20thcentury,thedevelopmentofbuildingmaterialsisrapid,andvarioustypesofnewmaterialsappearedandwereappliedtotheengin

6、eering.Ultrahighperformanceconcrete(UHPC)isakindofcement-basedcompositewithultrahighstrength,hightoughness,strongdurabilityandgoodvolumestability11_3LThecementitiousmaterialsofUHPCaremainlycomposedofcementandsilicafume.Inrecentyears,manyinvestigatorsusedslagandfly-ashtoreplacepartofcementandsilicafu

7、me.Thoughthecontentofcementandsilicafumedecreased,UHPCwithhighcontentofmineraladmixtureshowedexcellentmechanicalproperty141.ThecompressivestrengthofUHPCwithlimepowderattheageof28dayswashigherthanthatwithoutlimepowder151.ThereweresynergisticeffectbetweenricehuskashandsilicafumeinUHPC,andthecompressiv

8、estrengthofUHPCwithalittlericehuskashwashigherthanthatwithoutricehuskash.Soflyash,slag,limepowderandricehuskashcanbeusedtoprepareUHPC.Granitepowderisakindofwastematerialcomingfromgraniteprocessingprocess.Thegranitepowderoccupiesalargeamountoflandresourcesanddoesharmtohumanlivingenvironment.Theeffici

9、entuseofgranitepowderbecomesanurgentproblem171.TherewerefewreportaboutthepreparationofUHPCusinggranitepowder.Thispaperinvestigatedtheporestructure,permeability,compressivestrengthandflexuralstrengthofUHPCunderautoclavedcuring,inwhichapartofordinaryPortlandcement(OPC)wasreplacedbygranitepowder.2. RAW

10、MATERIALS,MIXPROPORTIONANDTESTMETHOD2.1 RawmaterialsGrade42.5R(Chinesecementgradingsystem)Portlandcementwithapparentdensityof3050kgm3,manufacturedbyFujianLianShicementCo.Ltd,PRChina,wasadopted.TheperformancesofthecementareshowninTable1.ThesilicafumeproducedbyXiningFerroalloyFactoryinQinghaiProvince,

11、PRChina.TheSiO2contentofsilicafumeisover90%,particlesizeis0.1-0.2microns,meanparticlesizeis0.162micronsandapparentdensityis2293kgm3.Themeanparticlesizeofquartzpowderis50micronsandthecontentofSiO2isover99.5%,whichwasproducedbyJingYouSandandGravelsalesCo.LtdinAnhuiProvince,PRChina.Thequartzsandwasprod

12、ucedbyJingYouSandandGravelsalesCo.LtdinAnhuiProvince,PRChina.ThechemicalcompositionsandphysicalpropertiesofthequartzsandarelistedinTable2.Thelengthofsteelfibersis13mmandthediameteris0.15-0.2mm,whichwasdesignedandmanufacturedbyGanzhouDayeMetallicFibresCo.LtdinJiangXiProvince,PRChina.ThetypeofCX-8supe

13、rplasticizerwiththewaterreducingratioof25%producedbyChuangXianEngineeringmaterialsCo.LtdinFuzhou,PRChina,wasadopted.ThewaterwasthetapwaterinFuzhoumunicipalarea.ThegranitestonepowerwasmanufacturedinLianjiangcountyofFujianprovince,PRChina.Thespecificsurfaceareaofgranitestonepoweris588m2kg,andthedensit

14、yis2293kgm3.ThechemicalcompositionsarelistedinTable3.Table1:PerformanceofcementSpecificsurfacearea(m2kg)Lossonignition(%)Settingtime(min)Flexuralstrength(MPa)Compressivestrength(MPa)InitialsettingFinalsetting3d28d3d28d3611.071251855.78.527.545Table2:PhysicalandchemicalindicatorsofthequartzsandSizeCh

15、emicalconstituents(%)MeshnumberParticlesize(m)SiO2Fe2O328-90600-16099.50.02Table3:Chemicalcompositionsofthegranitestonepower(%)LossonignitionSiO2AI2O3Fe2O3CaOMgOK2ONa2O0.7283.212.021.762.310.543.394.722.2 MixproportionThesameamountcementwasreplacedbygranitepowder.ThemixproportionisshowninTable4.Wate

16、rtobinderratiowas0.18.ThedosageofSuperplaslicizerwas2.5%ofcement(byweight).Thedosageofsteelfiberinvolumewas2%(byweight).Replacementratios()ofgranitepowderinTO,T5,T10,T15,T20were0%,5%,10%,15%,20%(byweight)respectively.Table4:MixproportionofUHPCmixedwithgranitepowder(kgm3)No.CementSilicafumeGranitepow

17、derFinesandSuperplasticizerWaterSteelfiberQuartzpowderTO701.5210.50.0820.817.5164.2156.0259.6T5666.4210.535.1820.817.5164.2156.0259.6TlO631.3210.570.2820.817.5164.2156.0259.6T15596.2210.5105.3820.817.5164.2156.0259.6T20561.1210.5140.4820.817.5164.2156.0259.62.3 Experimentandmethodology2.3.1 Mixingpr

18、ocessSuperplasticizerwasdissolvedinwaterevenly,andasuperplasticizersolutionwasobtained.Cement,silicafume,quartzpowder,granitepowderandquartzsandwereputintoamixingpot,andthemixturewaspre-stirredfor3minites.Then90%ofsuperplasticizersolutionwasadded,andthemixturewasstirredfor3minites;theremainedsuperpl

19、asticizersolutionwaspouredintothemixture,andthemixturewasstirredforanother3minites.Finallythesteelfiberwasaddedandthemixturewasstirredfor3-5minites.2.3.2 MoldingandcuringThemixturewaspouredinto40mm40mm160mmmoldsafterthemixingprocess.Andthenthemoldswiththefilledfreshmixturewerevibratedonavibrationtab

20、lefor120times.Themoldswereremovedafter24hoursstandardcuring.Thenthespecimenswereunderautoclavecuring(Namely,vacuumizedforhalfanhour,andincreasedtemperatureandpressurein1hour,andmaintainedthetemperatureof190-200andpressureof1.2MPafor6hours,andreducedpressureto0MPain2hour).Afterautoclavecuring,thespec

21、imensweretransferredtothestandardcuringroomtocureuntiltest.2.3.3 TestmethodsCompressivestrengthandcompactnessareimportantmechanicalpropertiesofconcrete,whichwerecarriedoutaccordingtotheChinesecodeGB/T17671-1999andGB/T50082-2009,respectively.AporosimetryanalyzerofV-Sorb2800Swasusedtotesttheporestruct

22、ureofthespecimens.3. RESULTSANDANALYSIS3.1 CompressivestrengthandflexuralstrengthofUHPCTheexperimentalresultsofcompressivestrengthaU)andflexuralstrength(fi)ofUHPCwithpartoftheordinaryPortlandcementreplacedbygranitepowderareshowninFigs.1-2.Fig. 1 Compressive strengthFig.2 Flexural strengthAsshowninFi

23、g.l,astheamountofordinaryPortlandcementreplacedbygranitepowderincreasesfrom0%to15%,thecompressivestrengthsofUHPCat7daysand14daysincreasefrom147.7MPato190.3MPaandfrom164.IMPato192.4MPa,respectively.Namely,thecompressivestrengthat7daysand14daysareimprovedat28.84%and17.2%,respectively.Whenthecontentofg

24、ranitepowderinsteadofordinaryPortlandcementexceeds15%,thecompressivestrengthsofUHPCat7daysand14daysdecreasefrom190.3MPato160.1MPaandfrom33.9MPato29.1MPa,namely15.87%and14.2%,respectively.Whenthesubstitutionamountofgranitepowderis15%,theincreaseofcompressivestrengthismostlyobvious.AsshowninFig.2,asth

25、eamountofordinaryPortlandcementreplacedbygranitepowderincreasesfrom0%to15%,theflexuralstrengthsofUHPCat7daysand14daysincreasefrom27.3MPato33.9MPaandfrom28.2MPato34.6MPa,respectively.Namelytheflexuralstrengthsat7dand14dareimprovedat24.2%and22.7%,respectively.Whenthecontentofgranitepowderinsteadofordi

26、naryPortlandcementexceeds15%,theflexuralstrengthsofUHPCat7daysand14daysdecreasefrom33.9MPato29.1MPaandfrom34.6MPato29.8MPa,namely14.2%and13.9%respectively.Whenthesubstitutionamountofgranitepowderis15%,theincreaseofflexuralstrengthismostlyobvious.3.2 PorestructureofUHPCTheinfluenceofgranitepowdercont

27、ent,whichisusedtoinsteadpartofordinaryPortlandcement,ontheporestructureofUHPCisshowninTable5.Table5:PorestructureofUHPCNo.Accumulativetotalporousvolume(mLg)Averageporediameter(nm)Percentageofporevolumeindifferentpore-sizerange(%)Harmlesspore(200nm)TO0.0018479.8161.4317.4714.576.63T50.0017669.3862.66

28、17.1214.355.87TlO0.0016128.5562.0417.5113.896.56T150.0015648.4761.3718.3613.976.30T200.0016218.6260.5818.7514.636.04AsshowninTable5,theaverageporediameterofUHPCissmall.Theproportionofharmlessporeandlittleharmfulporeishigh,andexceeds70%.Asthecontentofgranitepowder,whichreplacedordinaryPortlandcement,

29、changesfrom0to15%,averageporediameterandthetotalporevolumeofUHPCdecrease.Theaverageporediameterdecreasesby13.66%andtheporestructurebecomesdenser.Whenthecontentofgranitepowderexceeds15%,averageporediameterandthetotalporevolumeofUHPCincrease.3.3 Anti-permeabilityofUHPCTheanti-permeabilitytestresultsof

30、UHPCwithpartofordinaryPortlandcementreplacedbygranitepowderareshowninTable6.Table6showsthattheelectricfluxofUHPCishigherthan100OCbecauseoftheexistingofsteelfiber.Withtheincreasingofreplacementratioofgranitepowderintherangeof0%to15%,theporestructureofUHPCbecomesmorecompact,andtheelectricfluxreduces,a

31、ndtheanti-permeabilityofUHPCincreases.Whenthereplacementratioexceeds15%,Withtheincreasingofreplacementratioofgranitepowder,theelectricfluxofUHPCincreasesandanti-permeabilityofUHPCdecreases.Table6:ExperimentresultofUHPCchlorideionpermeabilityNo.Electricflux(C)PermeabilitygradeTO1743.05lowT51556.38low

32、TlO1417.69lowT151387.90lowT201509.98low4. ANALYSISANDDISCUSSIONThecompactnessofconcrete,thetypeandquantityofhydrationproductsaretwoimportantfactorstodeterminethestrengthofconcrete.(1)Granitepowderhascertainactivityunderautoclavedcondition,andtheactiveSiO2ofgranitepowderreactswiththeCa(OH)2attheinter

33、facialtransitionzoneofUHPCtoproducehydratedcalciumsilicate,whichincreasethecompactnessofUHPC.Inaddition,thenucleationeffectofgranitepowderalsomakescementhydrationreactionmoresufficiently(namelychemicaleffect).(2)Theaverageparticlesizeofgranitepowderparticles(specificsurfaceareaof588m2kg)issmallertha

34、nthatofordinaryPortlandcement(specificsurfaceareaof361m2kg).Granitepowderparticlesfilltheinternalmicroscopicpores,whichmakesporestructureofUHPCmorecompact(physicaleffect).Therefore,whenpartofordinaryPortlandcementisreplacedbygranitepowderfrom0%to15%,althoughtheamountsofcementandhydrationproductsared

35、ecreased,thechemicaleffectandphysicaleffectofgranitepowderplayadominantrole.Accordingly,theaverageporesizeandthetotalporevolumedecrease(Table5),andtheelectricfluxdecreases(Table6);theinterfacialtransitionzoneofUHPCbecomesmorecompact,andthecompressivestrengthandflexuralstrengthofUHPCimprove(Figs1-2).

36、WhenthereplacementratioofordinaryPortlandcementbygranitepowderexceeds15%,itisdifficultforthechemicaleffectandphysicaleffecttooffsetthenegativeeffectsofthereducedhydrationproducts,andtheaverageporesizeandtotalporevolumeincrease(Table5);theelectricfluxincreases(Table6),andthecompressivestrengthandflex

37、uralstrengthofUHPCdecline(Figs1-2).5. Conclution-WhentheordinaryPortlandcementispartiallyreplacedbygranitepowderintherangeof0%-15%,theamountofhydrationproductsdecrease.Howeverthenucleationeffectandthepozzolaniceffectunderautoclavecuringofgranitepowder(chemicaleffect),andthemicro-aggregatefillingeffe

38、ct(physicaleffect)ofgranitepowderplayadominaterole.Thereforetheaverageporediameterandtotalporevolumereduce;theelectricfluxreducesandthecompressivestrengthandflexuralstrengthofUHPCincrease.-Whenthegranitepowderreplacementratioisgreaterthan15%,thechemicaleffectandphysicaleffectofgranitepowderarediffic

39、ulttooffsetthenegativeeffectcausedbythereductionofhydrationproducts.Thereforetheaverageporediameterandtotalporevolumeincrease;theelectricfluxreducesandthecompressivestrengthandflexuralstrengthofUHPCdecrease.-Whenthegranitepowderreplacementratiois15%,theporestructureofUHPCisthedensest,andthecompressi

40、vestrengthandflexuralstrengthofUHPCisthehighest.ACKNOWLEDGEMENTSTheworkswassupportedbytheStateKeyProgramofNationalNaturalScienceofChina(GrantNo.U1305245).REFERENCES1 Chan,Y.W.andChu,S.H.,Effectofsilicafumeonsteelfiberbondcharacteristicsinreactivepowderconcrete,CementandConcreteResearch,34(7)(2004)11

41、67-1172.2 Morin,V.EandCohenTenoudji,A.andFeylessoufi,Evolutionofthecapillarynetworkinareactivepowderconcreteduringhydralionprocess,CementandConcreteResearch,32(12)(2002)1907-1914.3 Chen,B.C.andJi,T.andHuang,Q.W.andWu,H.C.andDing,Q.J.andChan,Y.W.,Reviewofresearchonultra-highperformanceconcrete,Journa

42、lofarchitectureandcivilengineering,31(3)(2014)1-24.4 Yazici,H.andYigiter,H.andKarabulut,A.,Utilizationofflyashandgroundgranulatedblastfurnaceslagasanalternativesilicasourceinreactivepowderconcrete,Fuel,87(12)(2008)2401-2407.5 Wang,C.andYang,C.andLiu,E,Preparationofultra-highperformanceconcretewithco

43、mmontechnologyandmaterials,Cementandconcretecomposites,34(4)(2012)538-544.6 VanTuan,andYe,N.G.andVanBreugel,K.,Thestudyofusingricehuskashtoproduceultrahighperformanceconcrete,ConstructionandBuildingMaterials,25(4)(2011)2030-2035.7 Zhao,J.H.andLiu,ES.andWei,M.,Effectofgranitepowderfinenessandadditiononconcretemicroscopicpores,Hydro-ScienceandEngineering,(2)(2016)39-45.

展开阅读全文
相关资源
猜你喜欢
相关搜索

当前位置:首页 > 在线阅读 > 生活休闲


备案号:宁ICP备20000045号-1

经营许可证:宁B2-20210002

宁公网安备 64010402000986号