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土木工程专业英语论文doc
Buildingconstructionconcretecrackof
preventionandprocessing
Abstract
The
crackproblemof
concrete
is
awidespread
existence
but
again
difficult
in
solve
of
engineering
actual
problem,
this
textcarriedonastudyanalysistoalittlebitfamiliar
crack
problem
in
the
concrete
engineering,
and
aim
at
concrete
the
circumstance
put
forwardsome
prevention,
processingmeasure.
Keyword:
Concretecrackpreventionprocessing
Foreword
Concrete's
ising
1kind
is
anticipate
bythe
freestone
bone,
cement,
water
andother
mixture
but
formation
of
the
in
addition
material
of
quality
brittleness
not
and
all
material.Becausetheconcreteconstructiontransformwith
oneself,controletc.aseriesproblem,hardenmodelofin
theconcreteexistencenumeroustinyhole,spiritcaveand
tiny
crack,
is
exactly
because
these
beginning
start
blemish
ofexistence
just
maketheconcrete
present
onesomenot
and
allthecharacteristicofquality.Thetinycrackisakind
ofharmless
crack
andaccept
concrete
heavy,
defend
Shenand
alittle
bit
otherusefunction
notacreationtoendanger.But
aftertheconcretebesubjectedtolotuscarry,difference
intemperatureetc.function,tinycrackwouldcontinuously
of
expandwith
connect,
endformation
wecanseewithout
the
aidofinstrumentsofmacro
viewthe
crackbealsothecrack
thattheconcreteoftensayintheengineering.Concrete
buildingandGoupieceusuallyalltakesewertomakeof,
becauseofcrackofexistenceanddevelopmentusuallymake
innerpartofreinforcingbaretc.materialcreationdecay,
lower
reinforced
concrete
material
of
loading
ability,
durable
and
anti-
Shen
ability,
influence
building
of
external
appearance,
service
life,
severity
will
threat
arrive
people's
life
andproperty
safety.A
lot
of
all
ofcrash
of
engineerings
is
becauseof
the
unsteady
development
of
the
crackwiththeresultthat.Modernagescienceresearchwith
a
greatdeal
of
of
the
concrete
engineering
practice
certificate,intheconcreteengineeringcrackproblemis
ineluctable,alsoacceptableincertainlyofthescopejust
needto
adopt
valid
ofmeasurewill
it
endanger
degree
control
atcertainofscopeinside.Thereinforcedconcretenormis
also
explicit
provision:
Some
structure
at
place
of
dissimilarityundertheconditionallowexistencecertain
thecrackofwidth.Butatunderconstructionshouldasfar
aspossibleadoptavalidmeasurecontrolcrackcreation,
makethestructuredon'tappearcrackpossiblyorasfaras
possibledecreasecrackofamountandwidth,particularly
wantto
asfaraspossible
avoid
harmful
crackofemergence,
insureengineeringqualitythus.
Concrete
crackcreationofthereason
bea
lotofandhave
alreadytransformedtocauseofcrack:
Suchastemperature
variety,constringency,inflation,
the
asymmetry
sink
to
sink
etc.reason
causeofcrack;Have
outside
carry
thecrack
that
the
function
cause;Protected
environment
not
appropriatethecracketc.causedwithchemicaleffect.Want
differentiation
to
treat
in
the
actual
engineering,
work°outaproblemacco
rdingtotheactualcircumstance.
In
the
concrete
engineering
thefamiliar
crack
and
the
prevention
1.StemSuocrackandprevention
StemtheSuocrackmuchappearaftertheconcreteprotectbeoverofaperiodoftimeorconcretesprinkletobuildto
completebehindofaroundaweek.InthecementsyruphumidityofevaporatewouldcreationstemSuo,andthiskindof
constringencyiscan'tnegative.StemSuocrackofthe
creation
be
main
is
because
ofconcrete
inside
outside
humidity
evaporate
degree
dissimilarity
but
causeto
transform
dissimilarity
of
result:
The
concrete
is
subjected
toexteriorconditionofinfluence,surfacehumidityloss
leadquick,transformbigger,innerpartdegreeofhumidity
varietysmallertransformsmaller,biggersurfacestemthe
Suotransform
to
besubjectedto
concrete
innerpart
control,
creationmorebigpullshoulddintbutcreationcrack.The
relative
humidity
is
morelow,
cementsyrupbodystemSuomore
big,stemtheSuocrackbemoreeasycreation.StemtheSuo
crack
is
muchsurface
parallel
lines
formor
the
netshallow
thin
crack,
width
manybetween0.05-0.2
mm,the
flat
surface
part
muchseein
the
big
physical
volume
concreteandfollow
itmoreinthinnerbeamplankshorttodistribute.StemSuo
crack
usually
the
anti-
Shenof
influence
concrete,
causethe
durable
oftherust
eclipse
influence
concrete
of
reinforcing
bar,underthefunctionofthewaterpressuredintwould
creationthewaterpowersplitcrackinfluenceconcreteof
loadingdintetc..ConcretestemtheSuobemainwithwater
ashoftheconcreteratio,thedosageofthecomposition,cementofcement,gathertoanticipateofthedosageofthepropertyanddosage,inadditionetc.relevant.
Mainpreventionmeasure:
Whilebeingtochoosetousethe
constringency
quantity
smaller
cement,
generallow
hot
water
mire
andpowderashfrom
stove
cementin
theadoption,
lower
thedosageofcement.TwoisaconcreteofstemtheSuobe
subjected
towater
ashratio
of
influence
morebig,
waterash
ratiomorebig,stemSuomorebig,sointheconcretematch
theratiothedesignshouldasfaraspossiblecontrolgood
water
ashratio
of
chooseto
use,
theChanaddin
the
meantime
accommodation
of
reduce
water.Three
is
strict
control
concretemixblendwithunderconstructionofmatchratio,
useofconcretewaterquantityabsolutecan'tbiginmatch
ratiodesigngivesettleofusewaterquantity.Fouristhe
earlierperiodwhichstrengthenconcretetoprotect,and
appropriate
extension
protect
of
concrete
time.Winter
constructionwanttobeappropriateextensionconcreteheat
preservation
to
overlay
time,
and
Tu2
Shua
protect
to
protect.Fiveisaconstitutiontheaccommodationisinthe
concretestructureoftheconstringencysew.
2.TheSuconstringencycrackandprevention
Su
constringency
is
theconcrete
is
before
condense,
surface
because
of
lose
water
quicker
but
creation
of
constringency.TheSuconstringencycrackisgeneralatdry
heat
or
strong
wind
the
weather
appear,
crack's
much
presenting
in
the
center
breadth,
both
ends
be
in
the
centerthinandthelengthbedifferent,witheachothernot
coherent
appearance.Shorter
crack
general
long20-30cm,the
longer
crackcanreach
toa2-3
m,breadth
1-5mm.Itcreation
ofmainreasonis:
Theconcreteiseventuallyalmosthaving
nostrengthorstrengthbeforetheNingverysmall,perhaps
concretejusteventuallyNingbutstrengthveryhour,be
subjectedtoheatorcomparestrongwinddintofinfluence,
theconcretesurfacelosewatertoleadquick,resultinin
thecapillary
creation
bigger
negative
press
but
makea
concretephysicalvolumesharplyconstringency,butatthis
time
the
strength
of
concrete
again
can't
resist
its
constringency,
therefore
creation
cracked.The
influence
concreteSuconstringencyopenthemainfactorofcrackto
havewaterashratio,
concrete
of
condense
time,
environment
temperature,windvelocity,relativehumidity...etc..
Mainpreventionmeasure:
OneischoosetousestemtheSuo
valuesmallerhigherHuosoursaltoftheearlierperiod
strength
orcommonthe
Huosour
brine
mire.Two
is
strict
the
controlwaterashratio,theChanaddtoefficientlyreduce
water
to
incrementthe
collapse
of
concrete
fall
adegree
and
witheasy,decreasecementandwaterofdosage.Threeisto
sprinklebeforebuildingconcrete,waterbasicleveland
templateeventosoakthrough.Fourisintimetooverlaythe
perhapsdampgrassmatoftheplasticsthinfilm,hempslice
etc.,keepconcreteeventuallybeforetheNingsurfaceis
moist,perhapsspraytoprotectetc.tocarryonprotectin
theconcretesurface.Fiveisintheheatandstrongwindthe
weathertowanttoestablishtohidesunandblockbreezefacilities,protectintime.
3.CrackandpreventionthatthechemicalreactioncauseAlkalibone'santicipatingthecrackthatreactioncrackandreinforcingbarrusteclipsecauseisthemostfamiliarinthereinforcedconcretestructureofbecauseofchemical
reactionbutcauseofcrack.
The
concrete
blend
a
future
reunion
creation
some
alkalescence
ion,
these
ion
with
someactivity
the
bone
anticipate
creation
chemical
reaction
and
absorb
surroundings
environment
in
of
water
but
the
physical
volume
enlarge,makeconcretecrisploose,inflationopencrack.In
this
kindof
crack
general
emergenceconcrete
structure
usage
period,onceappearverydifficultremediable,soshouldat
under
construction
adopt