鍋爐煙氣含氧量控制 蘇州市職業(yè)大學(xué)項(xiàng)目設(shè)計(jì)說(shuō)明書(shū)

鍋爐煙氣含氧量控制 蘇州市職業(yè)大學(xué)項(xiàng)目設(shè)計(jì)說(shuō)明書(shū)

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鍋爐煙氣含氧量控制 蘇州市職業(yè)大學(xué)項(xiàng)目設(shè)計(jì)說(shuō)明書(shū) _第1頁(yè)
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1、蘇州市職業(yè)大學(xué)項(xiàng)目設(shè)計(jì)說(shuō)明書(shū)項(xiàng)目名稱鍋爐煙氣含氧量控制學(xué)生姓名馮海艷學(xué)生學(xué)號(hào)127301301班級(jí)名稱12電氣自動(dòng)化3項(xiàng)目日期2014.6.12指導(dǎo)老師吳曉帆constructionmeasure1)duringtherainyseasontopreventsettlementofformworkscaffoldingduringconstruction,loose;concretepouringrain,slumpinmoderationdecreases,newpouringconcretetocoverwithplasticsheeting;heavyrainopened

2、pouringconcreteisstrictlyprohibited.2)keepdrainagefacilitiesclearofaggregatesandconstructionsite.Yuqiantodigdrainageditches,equippedwithasufficientnumberofsubmersiblepumpsandwaterpumpsformaintenance,inspection,maintenance,ensuretheequipmentingoodcondition.3)cementtemporaryfacilitiessuchaslib

3、rary,materialshouldbehigherthantheoutsideelevationandfeaturewaterproofanddrainagefacilities.4)meansoftransportandsecurityandtoskidtherainequipment.7.6concreteconstructionqualitycontrol(1)rawmaterialsandtiethandesigngravelmaterialmustforchemicalnatureandthephysicalpropertiesexperiment,meetreq

4、uirementsrearcanusing,cementshippedsiteHou,onitsvolumesecurity,andconsistency,finedegrees,dodirectedanalysis,theindexqualifiedrearcanusing;onmixingandconservationwater,withtestmortarstrengthofmethodfortest;aggregatebyfineOrthopedic,andintheaggregate,pointswarehousestacked,regularlydetectioni

5、tscontainingwaterrate.sandfinedegreesmoduleregularlycheck,ifoverprovidesofmodule0.2Shi,Arerequiredtoadjustthemixproportionofconcrete.concretemixdesign,accordingtomaterialcharacteristicsandconstructionofconcreterequirements,accordingtodesignrequirementstodeterminethestrengthanddurabilityofcem

6、ent,water/cementratioisdetermined,inaccordancewithconstructionrequirements,workability,slump,sandcoarseaggregatesizedeterminestherate,waterconsumption,andthenusingabsolutevolumemethodtocalculatethequantityofsandconstructionmixtureratio.Concreteslumpcontrolinthecontextofdesigndrawings,accordi

7、ngtotheminimumvalueindifferentparts.Accordingtothedifferentparts,withl~4-gradedconcrete,eachpouringasame-gradeconcrete,accordingtothenormativesample,asetofthreespecimens,instandardcuringcondition,measuringthecompressivestrengthof7d,14d,28D,anddoate

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