2022年土木工程专业英语论文相关论文总结.docx
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1、Building construction concrete crack of prevention and processingAbstractThe crack problem of concrete is a widespread existence but again difficult in solve of engineering actual problem, thistextcarriedon a studyanalysisto a littlebitfamiliar crack problem in the concrete engineering, and aim at c
2、oncrete the circumstance put forward some prevention, processing measure.Keyword: Concrete crack prevention processing ForewordConcretes ising 1 kind is anticipate by the freestone bone,cement,waterand othermixturebut formationof thein addition materialof qualitybrittlenessnot and allmaterial.Becaus
3、ethe concrete construction transform with oneself, control etc. aseriesproblem,hardenmodelofintheconcreteexistence numeroustinyhole,spiritcaveand tinycrack,isexactly because these beginningstartblemishof existencejustmake the concrete present one some not and all the characteristic ofquality.The tin
4、y crack is a kind of harmless crack and acceptconcreteheavy,defendShen and a littlebitotheruse function not a creation to endanger.But after the concrete be subjectedto lotus carry, difference in temperature etc. function, tinycrack would continuously of expand with connect, end formationwe can see
5、withoutthe aid of instrumentsof macro view the crack be alsothe crackthatthe concreteoftensay in the engineering.Concrete building and Gou piece usually all take sewer to make of, because of crack of existence and development usually make inner part of reinforcing bar etc. material creation decay,lo
6、werreinforcedconcretematerialof loadingability,durableand anti- Shen ability, influence building of external appearance, service life, severity will threat arrive peoples life and property safety.A lot of all of crash of engineeringsis because of the unsteady development of the crack with theresultt
7、hat.Modernage scienceresearchwitha greatdealof of theconcreteengineeringpracticecertificate,intheconcrete engineering crack problem is ineluctable, also acceptable incertainly of the scope just need to adopt valid of measure will it endanger degree control at certain of scope inside.The reinforced c
8、oncrete norm is also explicit provision:Some structure at place of dissimilarity under the condition allowexistence certain the crack of width.But at under construction should as far as possible adopt a valid measure control crack creation, make the structure dont appear crack possibly or asfar as p
9、ossible decrease crack of amount and width, particularlywant to as far as possible avoid harmful crack of emergence,insure engineering quality thus.Concrete crack creation of the reason be a lot of and havealreadytransformedtocauseofcrack:Suchastemperature variety, constringency, inflation, the asym
10、metry sink to sinketc.reason cause of crack;Haveoutsidecarrythe crackthatthefunctioncause;Protectedenvironmentnot appropriatethecrack etc.caused withchemicaleffect.Wantdifferentiationto treat intheactualengineering,workouta problem accor dingto the actual circumstance.Intheconcreteengineeringthefami
11、liarcrackandthe prevention1. Stem Suo crack and preventionStem the Suo crack much appear after the concrete protect beover of a periodof time or concretesprinkleto buildto complete behind of around a week.Inthe cement syrup humidityof evaporate would creationstem Suo, and thiskindof constringencyisc
12、ant negative.Stem Suo crack of the creation be main is because ofconcreteinsideoutsidehumidityevaporatedegree dissimilarity but cause to transform dissimilarity of result:The concrete issubjectedto exteriorconditionofinfluence,surfacehumiditylosslead quick,transformbigger,innerpartdegree of humidity
13、 variety smaller transform smaller, bigger surface stem the Suotransformtobesubjectedtoconcreteinnerpartcontrol, creationmorebigpullshoulddintbutcreationcrack.The relative humidity is more low, cement syrup body stem Suo morebig, stem the Suo crack be more easy creation.Stem the Suo crack is much su
14、rface parallel lines form or the net shallow thin crack, width many between 0.05-0.2 mm, the flat surface part much seein the big physical volume concrete and follow it more in thinnerbeam plank short todistribute.Stem Suo crack usually the anti-Shen of influenceconcrete,cause the durableof the rust
15、eclipse influenceconcreteof reinforcingbar,under the functionof the water pressure dint would creation the water power split crackinfluence concrete of loading dint etc.Concrete stem the Suobe main with water ash of the concrete ratio, the dosage of the composition,cementofcement,gathertoanticipateo
16、fthe dosage of the property and dosage, in addition etc. relevant.Mainpreventionmeasure:Whilebeingtochoosetousethe constringency quantity smaller cement, general low hot watermire and powder ash from stovecement inthe adoption,lowerthedosage ofcement.Two isa concreteofstem theSuo be subjected to wat
17、er ash ratio of influence more big, water ash ratio morebig, stem Suo more big, so in the concrete match the ratio the design should as far as possible control good water ash ratioofchoose to use,theChan add inthe meantime accommodation ofreduce water.Three is strict control concrete mix blend withu
18、nderconstructionofmatchratio,useofconcretewater quantity absolute cant big in match ratio design give settleofusewaterquantity.Fouristheearlierperiodwhich strengthenconcretetoprotect,andappropriateextension protectofconcretetime.Winterconstructionwanttobe appropriate extension concrete heat preserva
19、tion to overlaytime,and Tu2 Shua protectto protect.Fiveisa constitutiontheaccommodation isinthe concretestructureof the constringency sew.2. The Su constringency crack and preventionSu constringency is the concrete is before condense, surfacebecause of losewaterquickerbut creationof constringency.Th
20、e Su constringencycrackisgeneralat dry heat or strongwind the weather appear, cracks much presenting in the center breadth,both ends be in the centerthinand the lengthbe different,witheach other not coherent appearance.Shorter crack general long20-30 cm, the longercrackcan reach to a 2-3 m, breadth1
21、-5 mm.It creation of main reason is:The concrete is eventually almosthavingno strengthorstrengthbeforetheNingverysmall, perhaps concrete just eventually Ning but strength very hour,be subjected to heat or compare strong wind dint of influence,theconcretesurfacelosewaterto leadquick,resultininthecapi
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