钢筋保护层厚度Thickness of reinforcement protection layerWord格式.docx
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TestAngleofthetestAngleofthetestAngle
Thenumberofrebounderisdeterminedbytherebounder
Testmethodfor
Evaluationonthebasisof
conclusion
Thetestpersonneloftheparalleltestunitshalltesttherecordofthepersonwhoisonthejob
Concretestrengthtestrecordofreboundmethod
Theentrustmentunitreturnstherecordnumber
Measurementareamakeup,
One,two,three,four,five,six,seven,eight,nine,ten
Backtothe
play
Themeanofthemeasuredarea
Angularcorrection
AfterAnglecorrection
Thecastingsurfaceiscorrected
Correctionofcastingsurface
Theaveragecarbonationdepthvalue(㎜)
Zonestrength
Fcuc(N/2㎜)
Strengthcalculationvalue
(N/2㎜)N=mfcuc=sfcuc=fcuc.Min=
Usethezonestrength
Tablename
Testoftheunitofparallelinspection
Shanxielectricpowercompanyelectricpowerconstructionprojectcivilstructureentityinspectionuniformform
Biggasthermometrymeter
Thenameoftheworkisnumbered
Constructionunit
Thecumulativetemperatureaccumulatesinthemeantemperature
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Thepersonwhoisresponsibleforthetechnicalchargeoftheofficialsealoftheconstructioncompanyshallrecordtheperson
Concreteentitytest(600℃?
D)atmospherictemperaturemeasurementTAB
Thespecimengroupis1,2,3,4,5,6,7,8,9,10
try
a
love
condition
Specimennumber
Mixrationumber
Strengthgrade
Moldingdate
Startingtheaccumulativetemperature(℃)
Expecttoterminatetheaccumulativetemperature(℃)
Actualaccumulativetemperature(℃)
Initialcumulativedays
Endcumulativedays
Actualcumulativedays(d)
Note:
theinitialaccumulativetemperatureandthecumulativenumberofdaysinthetablecanbeobtainedfromthetemperaturerecordoftheatmosphere.
2,expecttoterminatetheaccumulativetemperature=starting+600℃accumulatedtemperature.
3.Actualcumulativetemperature=expectedtoterminatethecumulativetemperature-thecumulativetemperature.
4.Theactualcumulativenumberofdays=thenumberofdaysafterthecumulativenumberofdays.
Solidconcretestrengthacceptancerecord
Thenameoftheworkiscalledthenumber
Thenamestructureoftheunitproject
Theacceptancedateoftheapplication
Theresultsofthesupervisionandacceptanceofthestrengthevaluationresultsofthestrengthofthetestpieces(MPa)
inthetable,thestrengthofthesamplestrengthcorrespondstothevalueofthestrengthofthespecimen.ThepreviouslinefillsinthenumericalvaluedeterminedbyGB107,andthenextlineisfilledwiththevalueofthecalculatedcoefficient.
Thisformshouldbeaccompaniedbythefollowingattachments:
1.Thesamplingsiteofthesameconditionsshallbeselectedbythesupervision(construction)andconstructionunits,withcorrespondingwrittenrecords;
2.Allconcretestrengthgradesofconcretestructuresshouldbekeptinthesameconditions;
Intheconstructionprocess,thenumberandmaintenancemethodsofthemaintenancespecimens,samplinggroupsandmaintenanceshallbeinaccordancewiththeprovisionsofsection9.1andappendixBofthiscode,withcorrespondingwrittenrecords;
3,suchas"
temperature-timecumulativemethodisusedto(600℃?
D)"
todeterminewithconditionofconcretespecimenequivalentcuringage,shallhavethecorrespondingtemperaturemeasurementrecords;
Thesampleofthesameconditionshallbecarriedoutwiththewitnesssamplingandinspection,andthecorrespondingconcretestrengthreport
Conclusion:
Signatureprojectprofessionaltechnicalsupervisorprofessionalsupervisionengineer
(technicaldirectoroftheconstructionunitproject)
Checkrecordofthethicknessofthereinforcedprotectivelayerofthestructure
Componentclasssequence
Numberofreinforcedprotectivelayerthickness(㎜)qualifiedratetoassesstheresultsoftheprisoninspectionresults
Designvaluemeasuredvalue
beam
plate
inthistable,thethicknessoftheprotectivelayerforeachcomponentcanbefilledout.
Thespecificquantityofthesteelbarshouldbedeterminedaccordingtothespecificationandtheactualsituation.
1.Thestructuralpartsofthesteelprotectionlayerthicknessinspectionshallbejointlyselectedbythesupervision(construction)andconstructionunits,withcorrespondingwrittenrecords(plan);
2.Thestructuralparts,componentcategories,numberofcomponents,quantityandlocationoftheinspectionofthethicknessofthesteelprotectionlayershallbeinaccordancewiththeprovisionsofsection9.1andappendixCofthiscode,withcorrespondingwrittenrecords.
Reportonthethicknessofreinforcementprotectionlayer
Thecommissioncodenumber
Thedateofthereportofthecommission
Entrustunit
Unitprojectname
Thestructurenameiscalledtheinspectionclass
Seecertificateandcodenumberofthesupervisor
Steelreinforcementprotectionlayerthickness
Testnumber
Protectivelayerthicknessdesignvalue(㎜)
Protectivelayerthicknessmeasuredvalues(㎜)
Testpositiondiagram:
1.Thesuspensionplatefocusesonthethicknessoftheprotectionlayerofitsroot.
2.Thetableshallbekeptbytheconstructionunit,thesupervisingunitandtheconstructionunit.
Thetestofasingleapprovaltest