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CementandConcreteMaterialsCementandConcreteMaterials
5.1PortlandCementandItsMajorConstituentPhases5.1.1PortlandCementGeneral
Portlandcementismadebyheatingamixtureoflimestoneandclay,orothermaterialsofsimilarbulk,compositionandsufficientreactivityultimatelytoatemperatureofabout1450℃.partialfusionoccursandnodulesofclinkerareproduced.Theclinkertypicallyhasacompositionintheregionof67%CaO,22%SiO2,5%Al2O3,3%Fe2O3,3%othercomponents,andnormallycontainsfour
majorphases,called
alite,belite,Alite
(Ca3SiO5)ItisthemostimportantconstituentofallnormalPortlandcementclinkers,ofwhichitconstituent50%~
70%.aluminateandferrite.Itconstitutes15%~
30%ofnormalPortlandcementclinkers.
Belite(Ca2SiO4)
Aluminate(Ca3Al2O6)
Itconstitutes5%~
10%ofmostnormalPortlandcementclinkersFerrite(Ca2AlFeO5)Itmakesup5%~
15%ofnormalPortlandcementclinkers5.1.2TypesofPortlandCement
Standardspecificationsare,ingeneral,basedpartlyonchemicalcompositionorphysicalpropertiessuchasspecificsurfacearea,andpartlyonperformancetests,suchassettingtimeorcompressivestrengthdevelopedunderstandardconditions.Thestandardspecificationswithwhichsuchcementsmustcomplyaresimilar,butnotidentical,inallcountriesandnamesareusedtodefinethematerial.
Ithasbeenproducedinvariousways,suchasvaryingthecompositiontoincreasethealitecontent,finergrindingoftheclinker,andimprovementsinthemanufacturingprocess.WhitePortlandcement
TheyaremadebyincreasingtheradioofAl2O3toFe2O3andthusrepresenttheoppositeextremeincompositiontosulfate-resistingPortlandcement.5.1.3CementChemicalNomenclatureandOtherAbbreviationsRapid–hardeningPortlandcement
thustricalciumsilicate,Ca3SiO5,canbewrittenas3Ca·SiO2.Thisdoesnotimplythattheconstituentoxideshaveanyseparateexistencewithinthestructure.Itisusualtoabbreviatetheformulaeofthecommoneroxidestosingleletters,suchasCforCaOorSforSiO,Ca3SiO5thusbecomingC3S.TechniquesChemicalformulaeincementchemistryareoftenexpressedassumsofoxides;MaterialsC-S-H=poorlycrystallingoramorphouscalciumsilicatehydrateofunspecifiedcomposotionPropertiesorreactionsAR=aluminaratioASR=alkalisilicareactionDEF=delayedettringiteformationBEI=backscatteredelectronimagingBSE=backscatteredelectron5.2GettingAcquaintedwithConcreteConcretehasseveralunusualcharacteristicsthatmakeitthemostversatileandwidelyusedofallconstructionmaterialsGettingAcquaintedwithConcretePropertiesDesiredinFreshorPlasticConcretePropertiesDesiredinHardenedConcretePropertiesofConcreteVariablesThatInfluenceConcreteQualityConsumerProductSafetyPropertiesDesiredinFreshorPlasticConcreteAlthoughfreshlymixedconcreteisplasticforashorttimeonly,certainpropertiesaredesiredatthisstagebecausetheyaffectthequalityandcostofthehardenedconcrete.PropertiesDesiredinHardenedConcreteHardenedconcreteshouldbedurable,strong,watertightandresistanttoabrasion.AllofthesepropertiesareinfluencedbythequalityofthePortlandcementpaste.PropertiesofConcreteFreshlymixedconcretecanbeformedintopracticallyanyshape.Concretecanwithstandheatandfire.Whileitcanlosestrengthwhenthetemperaturehighenough.Concreteresistsvermin,termitesandrodent.VariablesThatInfluenceConcreteQualityWater-cementRatioAggregateGradationAirEntrainmentConsumerProductSafety
Prolongedcontactbetweenwetcementandconcretemixturesshouldbeavoided.Contactwithfreshlymixedcement,mortar,grout,orconcretemaycauseskinirritationorburns.Keepallcementandconcretemixturesandproductsoutofsmallchildren.5.3Concrete:StrengthandBehaviorCencretematerialsarewidelyusedinourdailylifesuchasbuildings,bridges,sidewalks.Strengthisanimportantindicatortoassessthecommontypesofconcretehardeningproperties1.impression,tension,shearandsoonaretheinfluenceontheload-carryingcapacityofbothplainandreinforcedstructures2.Itismosteasilytodeterminetheconcerningstrength3.TheresultofstrengthtestscanbeusedasqualitativeindicationsofotherpropertiesofhardenedconcreteUniaxialBehaviorCompressionStrengthAndTensionStrengthThetypicalstress-strain(應(yīng)力-應(yīng)變)relationshipforconcretesubjectedtouniaxialcompressionisshowninpicture5.3Ifunloadingconcreteinthelinearzone,theunloadingcurvedemonstratesonlyminornonlinearity。Whenreloading,asmallhysteresisloop(磁滯回線)isformed,asshowninpicture5.4SignificanceofresultsThestrengthofconcreteinuseisimportant.Thestrengthofconcretecompressive,tensile,shear,bending,andbondstrength.Whichthemaximumcompressivestrength,tensilestrengthminimum.TheconcreteengineeringmajorpressureTherefore,theexperimentsdoconcretecompressivestrengthtestingconcretestrengthgradetodeterminetheschoolofthemixingratio,andprovidethebasisforthecontrolofthequalityofconstructionThedestructionofthestateoftheconcretespecimens1.Formingmold2.Scale3.Materialtestingmachine5.4UsesofConcretePlainconcreteisdefinedasconcretecontainingnoreinforcementConcreteintodayhasbeenusedverywidely5.4.1ReinforcedConcreteThroughaddingreinforcementinconcreteandworktogethertoimprovethemechanicalpropertiesofconcreteacombinationofmaterials.Reinforcedconcretecanbeunderalotofpressurearewidelyusedinconstruction
PrestressedconcretePrestressedconcreteisthroughthetensionbar(rope),reinforcedconcretestructuressubjectedtoexternalloadinbeforetheconcretetensioninadvancebyacertainpressurestressofconcretePrestressedconcreteisalargebuildingnecessarymaterials.Theintensitymustbehigh,withhighstrengthreinforcedadapt,ensurereinforcementtoplayitsfullrole,andcaneffectivelyreducecomponentsectionsizeandreduceweight.
Rapidhardening,earlystrength,maketheearlyprestress,speeduptheconstructionprogressandimproveequipmentutilization.Processisrelativelycomplicated,thehighqualityrequirements.Needtohavesomespecialequipment,suchastensionmachine
PrecastConcreteInrecentyears,precastconcretewithitslowcost,excellentperformance,becomeconstructiontobebestowedfavoronnewly.Variousstyle,weightandexcellentflexuralstrengthandperformanceofthebarricade,tank,exteriorwall,buildinganddecoratetheareastobewidelyapplied5.4.4
LightweightconcreteLightweightconcretecanbemadewiththeuseofeithergasgeneratingchemicals,orlightweightaggregatessuchasexpandedshale,clay,andslagInsulatinglightweightconcreteUnitweightofabout20to70poundspercubicfoot;compressivestrengthsseldomexceed1000psi.StructurallightweightconcreteUnitweightofabout115poundspercubicfoot;28-daycompressivestrengthsseldominexceedof2000psi.Semi-lightweightconcreteUnitweightof115to130poundspercubicfoot.Lightweightconcrete5.4.5
ThinshellThinshellofconcretewerefirstusedinEuropeintheearil1920s.theuseofconcreteshellshasincreasedgreatlyintheUSinrecentyears.Thinshellstructurewithconcreterigidmaterialstovarioussurfaceformsasheetstructure.Aspatialstressstatus,mainbearingsurfaceinsidetheaxialforceandbendingmomentandtorque,isverysmall,sotheconcretestrengthcanbefullyutilized.Itisaspatialstructure,strengthandstiffnessisverygood.Advantage:lightweight,materialsaving,largespan;優(yōu)勢(shì):重量輕,節(jié)省材料,大跨度;Defect:Complexshape,useofcast-in-placeconstruction,structurecalculationiscomplex,time-consuming.缺陷:復(fù)雜的形狀,用現(xiàn)澆施工,結(jié)構(gòu)計(jì)算是復(fù)雜的,耗時(shí)的。Shotcrete
Pressuresprayingpouringfinestoneconcreteconstructionmethod.Commonlyusedintunnelliningconcreting,walls,ceilingandotherthin-walledstructureorotherstructureoftheliningandsteelstructureprotectionlayer.67Construction5.4.whenproperlymadeandapplied,shotcreteisanextremelystronganddenseconcreteandhashighresistance
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