T梁预制场临建方案英文版.docx
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T梁预制场临建方案英文版
1.0SCOPEOFWORK
1.1GeneralDescription
T-beamprecastyardofECRL-7usedfortheproductionof1804pcs(Includesnon-continuousbeambridgesofsection7andtwobridgeswithsection6)beams.andtheT-beamprecastyardlocatedontheleftofDK462+600.
Fig1.1-1LayoutofT-beamprecastyard
Theprecastyardincludesofficeandlivingareaofmanager,alaborlivingarea,steelprocessingareaforsubstructure,abatchingarea,andtwoproductionlinesofT-beam.
Table1.1-1MainindexoftheT-beamprecastyard
NO.
Description
Quantity(㎡)
1
Productionarea
15000
2
Storagearea
36000
3
Batchingplant
15000
4
Steelprocessingareaforsubstructure
2900
5
Officeandlivingarea
16100
Total
85000
1.2Reference
No
Description
DocumentRef.No.
1
ProjectQualityPlan
ECRL-CCCC-QA-PQP-0001
2
MaterialSubmissionApproval,Testing,HandlingandStorage
ECRL-CCCC-QA-PRO-0001
3
RequestForInspection
ECRL-CCCC-QA-PRO-0003
1.3Materials
No
Material
Type
Qty.
Unit
MaterialSubmissionApproval(MSA)RefNo.
1.
Concrete
C20
4841.88
m³
2
Concrete
C30
17183.34
m³
3
Reinforcement
T16
180
t
4
Reinforcement
T12
29
t
5
BRC.
A7
21916.3
㎡
6
Steelplate
t=16mm
30
t
7
Mould
t=20mm
2768.9
㎡
8
Brick
-
560
m³
9
PVCpipe
φ=220mm
429.8
m
10
PVCpipe
φ=100mm
2018.3
m
11
BlockStone
3*5
20846.96
t
1.4PlantandEquipment
No
PlantandMachinery
Qty.
Purpose
1
Excavator
4set
Earthworkconstruction
2
Roller
1set
Siteleveling
3
Bulldozer
1set
Siteleveling
4
Welder
1set
Constructionforbatchingplant
5
Truck
8set
Earthmoving
6
Vibrator
6set
Constructionforconcrete
7
Truckmixer
3set
Concretesupplying
8
Generator
1set
Powersupplying
1.5Manpower
No.
Description
No.ofperson
BriefRolesandResponsibilities
1.
Siteengineer
3
Beresponsibleforalltheworkduringboredpiletestconstructionincludingpreparationwork,drillingwork,steelwork,concretework.
2.
Technician
1
Preparecertainconstructionmethodologyasrequired.Beresponsibleforthetechnicalinstructiononsite.
3.
Qualityengineer
1
Qualityassuranceandqualitycontrolinconstruction.
4.
Safetyofficer
1
Responsibleforthesafetyandsecurityofthepersonnelandproperties
Responsibleforhealth,safetyandenvironmentalmanagement,andtoinsureconstructionstandardstomeetrequirements.
5
Suveryer
1
Responsibleforthesurveyworkforconstructionandmobilization.
6
Former
1
On-siteconstructionarrangements
7
Workerforprefabricatedhouse
15
Installationofprefabricatedhouse
8
Worerforconcrete
15
Pouringconcrete
9
Workerformould
10
Constructionofmould
10
Plasterer
20
Constructionofditchandmasonry
11
Unskilledlabour
5
Assistinallpreparationworkandconstructionwork.
1.6Constructioncontents
●Constructionofdrainage
Intheprecastyardhavethreedrainageditcheswithatransverseslopeof0.25%weresetasthemaindrainageditch.Thenetwidthofthemaindrainageditchwas0.75m,thetotallengthwasabout1,200meters.
Fig1.6-1Constructionprogramofdrainageconstruction
●Constructionofsewage
Dependingontheplanoftheprefabricatedfield,aseptictankisestablishedintheprefabricatedofficeworkingareaandthelaborlivingarea.Theprefabricatedofficeworkingareaisconsideredby100people,andthelaborlifeareaisthoughtby300people.Individualtoiletsofthetoiletsarefittedwithindependentpipelinestobringintheinspectionwells.Theliquiddischargepointssuchasurinepockets,washbasinsandfloordrainsareallcollectedintoamainpipeline,dischargedtotheinspectionwell,andfinallydischargedtotheseptictankthroughthemainpipeline.
Fig1.6-2Constructionprogramofsewage
●Constructionofbasecamp
Theprefabricatedhallmanagementstaffofficeandlivingareawereestablishedaccordingto100people,andsix(54)double-roomdormitoriesweresetup.Thereweretwocafeterias,achinesefeteria,andacanteenofalocalizedemployee.Thelaborlifezoneisdividedinto2separateparts,oneChineselaborlifezoneandoneforeignlaborlifezone,with150personseach,considering300people.
Fig1.6-3Constructionprogramofbasecamp
●Steelrebarprocessingforsubstructure
Thesteelrebarprocessingplantisutilizedtothereinforcementofsubstructuressuchaspilefoundations,foundationplatforms,andpierstructuresundertherailwaybridgeline.Therebarprocessingplantis26meterswideand80meterslong.Thesteelbarprocessingfieldunderthelineisthefocuswithcolorsteelsheds,andthefunctionalareasarearrangedaccordingtothestandardizationofconstruction.TheplanlayoutofthesteelbarprocessingfieldunderthelineisshowninFigure1.6-4.A1