Nanjing TKA Technology Co., Ltd

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Special Consolidation Apparatus

  • Multi-function sample making experiment system

    1.Loadingsystem:servomotormechanicalloadingmodeTheloadingframeisdesignedwithanintegralstructureandismechanicallyloadedbyservomotor.Theloadingforceisadjustablefrom0to60kN.Theequipmenthasthecharacteristicsofgoodoverallrigidity,stabilityandsmallvibration.Axialmaximumload60kN,axialeffectivestroke:150mm,loadingspeed:0.00001-6mm/min,steplessspeedregulation;Theaccuracyofloadmeasurementandcontrolis±0.1%ofthefullrange,andtheaccuracyofdisplacementmeasurementandcontrolis±0.1%ofthefullrange.ItcanrealizeelectromagneticswitchandsoftwareandLCDtwo-waycontrol,andcancarryoutloadingtestssuchasgradedloading,strainrateinvariable(CRS),loadingrateinvariable(CRL),etc.2.AsetofspecialpressurechamberThesamplesizeis300mmindiameterand600mminheight,andthematerialis304stainlesssteel,whichcanrealizereal-timemeasurementofporewaterpressureindifferentpositions.3.AcollectionandcontrolsystemTheacquisitionandcontrolsystemiscomposedofdataacquisitionandcontrolsystem,varioussensorsanduppercomputeracquisitionandcontrolsoftware.Theacquisitionandcontrolsoftwareoftheuppercomputercancompletethecommunicationacquisition,automaticservofeedbackcontrol,sensorcalibrationandotherfunctionsofthelowercomputer,aswellasperformgradedloading,strainrateinvariable(CRS),loadingrateinvariable(CRL)andothertests.4.Asetof60kNloadsensorandthecorrespondingfixationdeviceareequippedwiththecorrespondingdataacquisitioninstrument.5,asetofservocontrolcabinet:240*128LCDdisplay,supporting20keys,cancontrolverticalload,cancollectdisplacement,loadandothersensors.6.Asetof20Lsumpisusedtostorethedisplacementofthesampleduringthetest.

  • Fully automatic Rowe consolidation instrument

    ModelNo.:TKA-RCA-11、Introduction:TheRoweconsolidationapparatus,astheadvancedandfullautomatedconsolidationtestingsystemappliedtothesoilcanrunclassictestssuchasautomatedtestingratebycontrolledhydraulicg

  • Automatic large consolidation instrument

    ModelNo.:TKA-K0-1001、Introduction:Itisusedtocarryoutthecompressiontest(friction-freeorminimizedfrictiononsidewall)undertheconditionofnolateraldeformationofthecoarse-grainedsoil,anddeterminethestaticsi

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