管涵施工技术方案英文.docx

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管涵施工技术方案英文.docx

管涵施工技术方案英文

Contents

 

ChapterⅠCompilationIntroduction

1.CompilationProof

2.CompilationPrinciple

ChapterⅡTheGeneralSituationoftheProjectandtheScheduleforConstructionWork

1.TheGeneralSituationoftheProject

2.TheScheduleforConstructionWork

ChapterⅢConstructionWorkProgress

1.ConstructionWorkProcess

2.PreparationWorkforConstruction

ChapterⅣSafetyEnsuringandEnvironmentProtection

1.SafetyEnsuringMeasures

2.EnvironmentProtectionMeasures

 

ChapterⅠCompilationIntroduction

1.CompilationProof

(1).TheBiddingDocumentforWesternRegionalRoadCorridorDevelopmentProject,Package1.

(2).ConstructionDesignDrawingsforTeemeenKhuzuuHilltoBagaUlaanPass110.8KMRoad.

(3).RoadConstructionSpecificationsinMongolia.

(4).RelativeDemandsfromEmployerandEngineerConsultants.

 

2.CompilationPrinciple

(1).CompilationAccordingtoDesignDocument,BiddingDocumentandConstructionSpecifications.

(2).WorkingPeriodhastakenthegeneraldemandfromEmployerandtheinfluencebroughtbyrainyseasonintoconsideration.EveryconstructionitemwillobeytheGeneralConstructionWorkPlaninordertoachievethebestgoalwiththeminimumcostandtomakesurethequality,safetyandbenefit.

(3).WorkingSchedulewillfocusontheconstructionprocess,parallelworkorganization,assemblylineworking,andmutualcooperationamongdifferentdepartments.Non-workingandre-workingsituationswillbeforbidden.

 

ChapterⅡTheGeneralSituationoftheProjectandtheScheduleforConstructionWork

1.TheGeneralSituationoftheProject

ThetotallengthofthepipeculvertdesignedforTeemeenKhuzuuHilltoBagaUlannPass110.8KMRoadis3415M,ofwhichthelengthwiththediameter1Mis2792M,withthediameter1.2Mis221Mandwiththediameter1.5Mis402M.

2.TheScheduleforConstructionWork

(1).OrganizationArrangement

ConstructionworkwillbeinthechargeofViceProductionManager.ChiefEngineeristheTechnicalGuidetogetherwith1LabEngineer,1StructureEngineer,1LogisticChiefandforemenforeachconstructionteam.

(2).LaborOrganization

SiteForeman:

4Re-barLabor:

8

FormWorkLabor:

18Concretelabor:

20

(3).MainEquipmentArrangement

EquipmentforPipeCulverConstructionChart

No.

Equipment

Type

Unit

Quantity

1

Pre-producingEquipmentforPipeCulvert

No.

3

2

ConcreteMixingPlant

25m³/h

No.

1

3

ConcreteMixingTruck

6m³

No.

2

4

Re-barCuttingMachine

No.

1

5

Re-barBendingMachine

No.

1

6

ElectricalWeldingMachine

BX500

No.

2

7

Crane

16T

No.

3

8

Labor-powerLift

3T

No.

3

9

ConcreteVibratingStick

ZH50

No.

6

ChapterⅢConstructionWorkProgress

1.PipeCulvertConstructionProgress

PipeCulvertConstructionProgressChart

Survey&Drawings

ConcreteSampleCube

1stPartofBottomPlacing

FoundationCompaction

FoundationExcavation

ConcreteMixing&Transporting

PadLayerPlacing&FormInstallation

FormRemove&Protection

PipeCovering-upWithConcrete

BackFilling

PipeTransporting

PipeCuring

PipePre-producing

PipeReinforcementprocess

PipeReinforcementInstallation

Inlet&OutletStoneLayingandProtection

HeadWall&WingWallConstruction

PipeInstallation

 

2.PreparationWorkforConstruction

(1).PreparationWork

a.SteelFormProducing:

TheSteelFormwillbeproducedintheappointedfactorybyEngineer,andtheappointedfactorywilldesignaccordingtothepipeculvertstructureandfeatureandprocessthematerialstepbystep.Thefactorywillconfirmthesupportingsystem,spacedistanceandarrangementonthebaseofthestrength,stiffnessandstabilityofthesupportingsystemaswell.Thedifferencebetweentheinnerdiameterofthesteelformanddesigneddiameteris0~-2MM.Theworkerswillmarkthenumbersonthedifferentpre-producingformsandtheconsultantengineerwillattendtocheckthethickness,verticalityandtheconnectionoftheforms,whichwillbeputintouseafterpermissionfromconsultantengineer.

b.Debuggingtheequipmentonsitetomakesureeverykindofequipmenttogowell.

c.Materialmustcomeintositeaheadaccordingtothedesign,materialtestmustbefinishedandconstructionworkshallobeytheMixingDesigncarefully.

d.SafetyandHealthTrainingforthelaborsworkingonsite.

(2).PipeCulvertPre-producing

a.Usetheformoilbetweentheinnerformandouterform,theninstalltheInnerFormVibratingMachineandadjustInnerFormVibratingMachinetomakesurethatthethicknessofthewalliswell-distributed;Laysomesandatthebottomoftheform.

b.MakeaSpacer(t=3CM)byconcretemortar,thenplacethefixedre-barframeintotheform,pourtheconcreteintoitandvibratetheformtolettheconcretesealedup.

c.StarttheInnerFormwithlabor-powerlift.

d.Whenthestrengthofthepipeculvertreaches2.5Mpa,takeouttheinnerformslowlybycranetotheappointedpositionandputtheinnerformandouterformtogetherinthesameplace.

e.Usethecolorfulcanvastocoverthepipeculvert,andthecanvascannotbediscovereduntilthestrengthoftheconcretereachesthe30%ofthedesign,thenspraywatertoprotectthem.

f.Whenthestrengthofthepipeculvertreaches30%ofthedesignedstrength,movethepipeculverttotheappointedlocationandcureitbysprayingwater.Thepipeculvertcanbeputintouseafter28daysforcuring.

(3).TheTransportationandInstallationofPipeCulvert

Usetheflatbed-trailertotransportandthecranetrucktoinstallthepipeculvertwiththerubbercushionforprotection.Theinstallationsequenceshouldbefromoutlettoinletandusethecombinationofbitumenandflaxclothtoconnecttwopipesincaseofthewaterleaking.Useconcretetocoveruptheupperpartofthepipeafterinstallation.

(4).FoundationExcavation

UsetheSurveyInstrumentstoconfirmthepipeculvertinstallationlocationandexcavatebyexcavators.Thetwosidesofthepipeculvertsshouldbelengthenedby50CMasdemandedindesignandexcavatethesideslopattherateof1:

1;Thefoundationneedtobeleveledafterexcavation.Thelabwilltestthecapacityofthefoundationandthenextconstructionworkwillproceedafterapprovedbyconsultantengineer.

(5).FoundationPouring

Ifexcavateddeeperthandesign,laythecushionlayermadebygravel,andinstalltheformafterlevelingthefoundation.Duringtheprocessofinstallation,makesurethejointissealedupandthesupportsystemisstable;Pouringandvibrationofconcreteshouldbedividedbydifferentlayers.Whentheconcretepouringiscomplete,insertthere-bartoconnectconcretepouringforthe2ndtime.Thefoundationmadebyconcretemustbepouredfirst,theninstalltheconcreteatthetwosidesofthepipeduringtheprocessofpipeculvertinstallation.Whenthestrengthofthefoundationreaches2.5Mpa,removetheformbycranetruckandlaborsandmakesurenodamageduringtheprocessoftheformremoval.

(6).PipeCulvertFoundationProtection

Protectionshouldbeimmediateaftertheremovaloftheform.Usethecanvastoprotecttheinnerandtheplasticcanvastoprotecttheouterconcretesurface.Arrangespecialworkertotakecareofthepipeculverttokeeptheconcretesurfacewet.

(7).TheConstructionWorkofFrontWallandWingWall

Lettheequipmentandlaborstocooperatetoexcavateandlevel.Installthere-barandformaccordingtothedesignandmakesurethejointoftheformssealedup.Theprocessofconcretepouringmustbecontinuously.

(8).BackFilling

Usethegravel(diameter≤10CM)withthewaterseepagefunctiontobackfillaccordingtodifferentlayers.Protecttheconcreteduringtheprocessofbackfilling.Thelimitforthewidthofthebackfillingis2M+1.5hM.Thethicknessofeachlayeris20CMandusetherollerswithsmallsizetocompact.Backfillingforthenextlayerwillproceedafterapprovedbyconsultantengineer.

(*2M+1.5Hmmeansthatthe“2M”=theminimumwidthoftheminirollerandthe“h”=theheightofbackfilling.)

 

ChapterⅣSafetyEnsuringandEnvironmentProtection

1.SafetyEnsuringMeasures

(1).OrganizetheSafetyTeam

SetupasafetyteamwiththeProjectManagerastheteamleader,theforemenastheteammembersandaSafetyInspectortohandlethesafetymatters.

(2).SetUptheSafetyEnsuringPolicy

(a).Setthegoalofsafety:

insiston“Safetycomesfirst,focusonpreventions,inculcatingandpolicy”toeradicategreataccidentscompletely.

(b).SetupthePrincipleof“EverydayandEveryMonth

Inspection”.

(c).EveryworkteammustconsummatetheSafetyPolicyaccordingtothespecificconstructionworkfeatureandcarryoutthepolicyafterapprovedbyProjectManager.

(d).Everyequipmentmustbeoperatedbythewell-trainedandspecial-trainedoperators.

(3).FocusontheSafetyInculcating

(a).Everyoperatormusttaketraininglessonsandpasstherelativeexambeforeworking.

(b).Inculcatethesafetymattersandimprovetheworkersability

todealwiththedangeroussituations.

(c).Everyonecomingtositemustwearhelmet.

(d).Makeoutstandingroadmarksonthewayoftransportation.

(4).SafetyPropertiesSupply

(a).Thelaborsworkinginspecialconditionsshouldhaveprotectionproperties,likehelmet,safetybelt,slipping-proofshoesetc.

(b).Fir-extinguisherforwarehousesandpetrolstorage.

2.EnvironmentProtectionMeasures

(1).EnvironmentProtectionPolicy

Makegreenconstructionworkandcreateenergy-savingenterprise.

(2).EnvironmentProtectionGoal

(a).EverywastepouringmustmeetthedemandoftheMongolian

EnvironmentStandard.

(b).Classifythewastetomakethew

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