[北京]办公楼及钢结构厂房施工组织设计方案.docx

XXX3期扩疵工程EbneTaicangPeriod-IllExpansionProjectConstructionOrganizationDesignNanjingOverseasBuildingConstructionCorporationContents第一章.编制说明和编制依据11Chapter 1 eCompilationInstructionsandBases111.1 编制说明111.2 CompilationInstructions111.3 编制依据111.4 CompilationBases11第二章.工程概况12Chapter 2 oProjectOutline122.1 工程概况122.2 ProjectOutline122.3 现场状况162.4 On-the-siteCondition162.5 业主要求172.6 Owners,requirements17第三章.工程施工目标18Chapter 3 reeGoalofProjectConstruction183.1 工期目标183.2 TimeLimit183.3 质量目标183.4 Quality183.5 安全目标193.6 Safety193.7 文明施工目标193.8 CivilizedConstruction19第四章,施工规划20Chapter 4 urConstructionPlan204.1 机构与管理204.2 Organization&Management204.3 质量管理网络244.4 QualityControlNetwork244.5 安全管理网络264.6 SafetyControlNetwork264.7 文明施工组织网络274.8 CivilizedConstructionOrganizationNetwork27第五章,施工部署30Chapter 5 veConstructionPlanning305.1 总体安排305.2 OverallArrangement305.3 施工程序325.4 ConstructionProcedures325.5 加强现场协调工作355.6 Strengtheningofon-the-sitecoordination35第六章.施工准备35Chapter 6 xConstructionPreparation356.1 建立工程管理组织356.2 Establishprojectmanagementorganization356.3 施工技术准备356.4 Technicalpreparationforconstruction356.5 施工现场准备376.6 Preparationofconstructionsite376.7 劳动力组织386.8 1.aborforceorganization386.9 施工材料准备416.10 Preparationofconstructionmaterials416.11 施工用电计划426.12 Constructionelectricityuseplan426.13 施工用水计划456.14 Constructionwateruseplan456.15 工机具准备466.16 Preparationofconstructionapparatus46第七章,施工进度计划46Chapter 7 venConstructionProgressScheduling467.1 施工总进度计划横道图467.2 Generalconstructionprogressschedulebargraph467.3 保证进度措施477.4 Measurestoensureconstructionprogress:47第八章.现场平面布置48Chapter 8 ghtConstructionSiteLayoutArrangement488.1 平面布置原则488.2 1.ayoutarrangementprinciples488.3 现场平面布置图498.4 constructionsitelayoutdrawing49第九章.施工方法及技术措施49Chapter 9 neConstructionmethodandtechnicalmeasures499.1 、施工测量、定位放线499.2 Constructionsurveying,positioning49andsettingout9.3 基坑开挖559.4 Foundationpitexcavation559.5 垫层施工579.6 Cushionconstruction579.7 钢筋绑扎和安装579.8 Rebartyinganderection579.9 模板工程599.10 Form599.11 凝土工程729.12 Concretework729.13 体工程759.14 Masonrywork759.15 饰工程789.16 Ornamentwork789.17 面工程839.18 Roofing839.19 门窗工程839.20 Doorsandwindows839.21 脚手架工程849.22 Scaffolding849.23 给水排水、采暖、消防工程869.24 Watersupply&drainage,heatingandfirefighting869.25 电气工程1049.26 Electricwork104第十章.钢结构施工方案115Chapter 10 ConstructionPlanforSteelStructuralEngineering11510.1 工艺流程11610.2 Processflow11610.3 施工组织管理网络11810.4 Constructionorganizingandmanagementnetwork11810.5 施工总体步骤11810.6 Overallconstructionprocedures11810.7 钢结构施工方法11910.8 Constructionmethodofsteelstructure篥髓勾目BA,10.9 钢结构的安装EEfIillI,三Ei10.10 Erectionofsteelstructures13210.11 装质量保证措施14210.12 Assurancemeasuresforgooderection14210.13 质量检验标准14310.14 Qualityinspectionstandard14310.15 对本工程特点采用的特殊措施14410.16 Specificmeasuresforthisproject144第十一章.计划投入的主要施工机械设备表148Chapter 11 venListofPlannedMainConstructionEquipments148第十二章.季节施工154Chapter 12 lveSeasonalConstruction15412.1 冬季施工措施15412.1 Precautionsinwinter15412.2 雨季施工措施15512.3 Precautionsforrainyseasons15512.4 夏季施工措施15812.5 Precautionsinsummer158第十三章.施工配合组织160ChapterThirteenSupportingOrganization160第十四章.质量管理及质量保证措施163ChapterFourteenQualitySupervision163&QualityAssuranceMeasures工篥葩到目14.1质量目标14.1 Qualitygoal16314.2 保证体系16414.3 Assurancesystem16414.4 控制措施17014.5 Controlmeasures17014.6 钢结构制作质量保证措施17214.7 Qualityassurancemeasures172formakingsteelstructure14.8 钢结构安装质量保证措施17614.9 Qualityassurancemeasuresforinstallingsteelstructure17614.10 面、墙面、彩钢板施工质量保证措施17714.11 Constructionqualityassurancemeasures177forroofs,wallsandcoloredsteelplates第十五章.安全管理及防范措施179ChapterFifteenSafetyControl&Precautions17915.1 安全管理目标17915.2 SafetyControlObjective17915.3 保证体系17915.4 Assurancesystem17915.5 保证措施18215.6 Assurancemeasures18215.7 工艺对安全的保证,g勾目I*15.8 SafetyassuranceofprocessE.蛆蕾SLf次爵初15.9 用电管理18515.10 Powermanagement18515.11 防保卫管理18615.12 Fireprotectionsafeguardmanagement186第十六章.现场环境管理措施187ChapterSixteenOn-the-siteEnvironmental187ManagementMeasures16.1目标管理18716.1 Objectivemanagement18716.2 建立管理责任制18716.3 Establishmentofmanagement187responsibilitysystem16.4 现场标识管理18716.5 Managementofon-the-sitesigns18716.6 现场环境卫生管理18816.7 On-the-sitesanitationmanagement18816.8 文明施工18816.9 Civilizedconstruction18816.10 环境保护措施18916.11 Environmentalprotectionmeasures18916.12 防止噪音污染措施16.7 Measures for preventing noise pollution酸料i斑硅则第十七章.附图表191SectionSeventeenAttachedTables1911、现场平面布置图1911. On-the-siteplanlayout1912、施工总进度计划横道图1912. Generalconstructionprogressbarchart191El浦缱器区程蓬密整I第一章编制说明和编制依据ChapterOneCompilationInstructionsandBases1.1编制说明:1.1 CompilationInstructionsa、 XXX3期扩建工程施工组织设计系本工程的招标文件。a.TheconstructionorganizationdesignforTaicangCityEbneTaicangPeriod-IllExpansionProjectisthetender-invitingdocumentofthisproject.b、 本施工组织设计及施工方案依据，业主目前所提供的招标文件、设计图纸等进行编制。c、 Theconstructionorganizationdesignandconstructionplanarebasedonthetender-invitingdocumentanddesigndrawingprovidedbytheowneratthepresenttime.1.2 编制依据：1.3 Compilationbases:a、 招标说明书。a.Tender-invitinginstruction.b、 工程图纸。b.Constructiondrawing.c、 国家颁发的现行建筑安装工程法律、法规及省市地方文件。d、 Currentbuildinginstallationengineeringlawsandrulesissuedbythestate,andrelevantdocumentsissuedbytheprovincialandmunicipalauthorities.d、d. Current building and acceptance criterions, and quality inspecstandards of building installation construction issued by the state.由lI区公程澧雷I国家颁发的现行建筑安装工程施工规范，验收规范和质量检验评定标准。第二章工程概况ChapterTwoProjectOutline2.1工程概况：2.1 Projectoutline:工程名称：XXX3期扩建工程Projectname:TaicangCityEbneTaicangPeriod-IllExpansionProject建设单位：XXX工业炉(XX)有限公司Buildingunit:EbneIndustrialBoilers(Taicang)Co.,Ltd.设计单位：XXXX技术集团有限公司Designunit:ChinaConstructionTechnologyGroupCo.,Ltd.工程地点：XXXXXX路88号Constructionsite:No.88,ZhaoyangRoad,Taicang,Jiangsu建筑面积：厂房建筑面积为2294M2,占地面积为2294M2Buildingarea:workshopscoverthebuildingareaof2294M2,occupying2294M2办公楼建筑面积为1473M2,占地面积为491M?Officebuildingscoverthebuildingareaof1473M2,occupying49IM2结构类型：厂房为单层钢结构、办公楼为混凝土结构Structuretype:workshopsofone-floorsteelstructure;officebuildingsofconcretestructure工程性质：扩建厂房和办公楼Projectnature:expandingworkshopsandofficebuildings2.1.1 建筑概况：2.1.2 Buildingoutline:篥U勾目a、厂房:鹿微麹!瑟腿朝羽a. Workshop:厂房为单层结构，室内标高为土（三）OO相当绝对标高(黄海高程)3.550MoWorkshopsofone-floorStruturehavetheindoorelevationof÷0.000absoluteelevation(theYellowSeaAltitudeCoordinate)3.550M.墙体：厂房外墙体从标高土0.000到0.400为钢筋混凝土板，标高0.400以上为150厚ALC板。Wall:exteriorwallsofworkshopsareofreinforcedconcreteboardstructurebetween±0.000and0.400elevations,andof150-thicknessALCboardstructureatabove0.400elevation.建筑屋面：屋面板采用进口钢卷，上海钢之杰公司生产的暗扣式CC-750压型板。屋面板下铺16kgmm厚带铝箔的玻璃棉。位于玻璃棉下再铺设50MM厚HeraklithTektCIanE3110隔音板。屋面为有组织排水，屋面坡度为8.4%。Buildingroofing:roofingboardsadopthiddenCC-750pressboardsmanufacturedbyShanghaiGangzhijieInc.,andimportedsteelcoils,beinglaidwith16kgmmaluminiumfoilglasswoolbeneath,beneathwhichHeraklithTektclanE-31-10soundinsulationboardsof50MMthicknessislaid.Waterisregularlydrainedfromtheroofwiththeslopeof8.4%.地面:地面做法见819a-SJ01-140Floor:referringto819a-SJ01-14.b、办公楼：b. Officebuilding:办公楼为混凝土结构，室内标高为±0.000相当绝对标高(黄力篥葩到目，J室内外高差为500mmO建镭i三0EI函园Officebuildingofconcretestructurehastheindoorelevationof÷0.000absoluteelevation(theYellowSeaAltitude)3.550M.Thedifferencebetweenindoorandoutdooraltitudesis500mm.墙体：外墙体为(从里到外)20厚两层抹灰，240厚多孔砖，80厚STo外墙保温体系。墙体做法详见819a-SJ01-14a.Wall:exteriorwall(frominsidetooutside)isof20-thicknesstwo-layerplasteringand80-thicknessSTOheatpreservationsystem.Wallconstructionmethodscanbereferredto819a-SJ01-14a.屋面：从上至下。不上人屋面：SARNAFILS327-15/1.5厚，150厚XPS挤塑聚苯板。隔气层：80厚1：2水泥砂浆找平层(最薄处20厚)。钢筋混凝土现浇楼板。Roofing:frombottomtotop.Flexiblewaterproofroof:SARNAFILS327-15/1.5-thickness,150-thicknessXPSboards.Airinsulationlayer:80-thickess1:2cementandsandslurrylevelinglayer(20-thicknessonthethinnestpart).Floorsareofpoured-in-placereinforcedconcrete.地面:地面做法见819a-SJ01-140Floor:referringto819a-SJ01-14.c、吊顶：c. Ceiling:采用吸音矿棉板吊顶(铝合金板吊顶)、石膏板吊顶。Adoptssoundabsorbingrockwoolboards(aluminiumalloy)andgypsumboards,d、门窗类型：L资料下d. Typesofwindows&doors:双层中空玻璃窗、固定玻璃窗、百页窗。工厂制实木门、推拉门、铝门、钢板门、电动滑升门、甲级6Manufacturedwooddoors,pushdoors,aluminiumdoors,steelplatedoors,electricslidingdoors,Grade-Afireproofdoors,glassdoors,andtwo-layerhollowglasswindows,fixedglasswindowsandlouvers.2.1.3 结构概况：2.1.4 Structureoutline:a、建筑物设计标高为±0.000相当绝对标高(黄海高程)3.550Moa. Thedesignedelevationofbuildingsis÷0.000absoluteelevation(theYellowSeaAltitude)3.550Mb、主要荷载：b. Mainload:(1)、屋面雪荷载:0.30KNMo(1) Roofsnowload:0.30KNM0.(2)风荷载在IOM高处之基本风压为0.55KN/M。，地面粗糙度：B类。(2) Windloadisbasically0.55KN/M。atthealtitudeof10M;groundroughness:Grade-B.(3)、楼面活荷载：办公楼楼面：5KN/MCo(3) Activefloorload:officebuildingfloor:5KN/M0.(4)、屋面活荷载：办公楼屋面：0.5KN/M。(4) Activeroofload:office:officebuildingroof:0.5KN/M0.(5)、地坪活荷载：厂房：30KN/MCo(5) ActiveflooringIoadiworkshop:30KN/M0.c、建筑物安全等级：c. Safetygradeofbuildings:(1)建筑物使用年限：50年；结构安全等级：二级。(1)Servicelife:50years;structuresafetygrade:Grade-IIA(2)、抗震设防烈度：7度；建筑场地类别：V类。羟础硅施1(2) Shakeproofintensity:7-degree;typeofbuildingsite:V-type(3)、耐火等级：二级；屋面防水等级：三级。(3)Fireproofgrade:Grade-II;waterproofgradeofroof:Grade-Ill(4)、现浇钢筋混凝土结构的抗震等级分为三级抗震结构；建筑类别：丙类。(4) Shakeproofgradeofcast-in-placereinforcedconcretestructure:Grade-III;buildingtype:Type-C.d、材料：d. Materials:(1)、钢筋:HPB235；HRB33501 1)Reinforcedba亡HPB235；HRB335.(2)、混凝土强度等级及填充墙墙体材料2 2)Concretestrengthgradeandin-fillingwallmaterial垫层：C15；基础：C30；梁、板、柱及楼梯C35。Cushion:C15;foundation:C30;girder,floor,poleandstaircaseC35.填充墙墙体材料：20Omm厚MUlO混凝土空心砌块，M7.5水泥砂浆砌筑(±0.000以下填充墙墙体)，M7.5混合砂浆砌筑(土0.000以上填充墙墙体)。±0.000以下混凝土灌实。In-fillingwallmaterial:200mm-thicknessMUlOconcretehollowbricks,M7.5cementslurrystructure(in-fillingwallatbelow÷0.000),M7.5mixedsandslurrystructure(in-fillingwallatabove÷0.000).Atbelow÷0.000iscastedconcrete.(3)、混凝土抗渗等级：基坑S8级；基础底板S6级。3 3)Concreteimpermeabilitygrade:foundationpitS8-grade;foundationmotherboard:S6-grade.篥髓目目J4 .2现场状况：建镭SI重硅施15 .2On-the-sitecondition:a、本工程位于江苏省太仓市朝阳路88号，总建筑面积约为3767M2。a. ThisprojectislocatedinNo.88,ZhaoyangRoad9Taicang,Jiangsu,withthetotalbuildingareaof3767M2.b、施工场地已基本平整，施工用水、电已准备到位，其中施工用电为150KW,施工用水管径为3/4英寸。b. Theconstructionsiteisevenonthewhole,withcompletewaterandpowerinfrastructure.Neededpowercapacityis150KW;neededwaterpipelinediameteris3/4inches.6 .3业主要求：2.3Ower,srequirements:2.3.1 质量要求：2.3.2 Quality:工程质量标准：达到建设工程施工质量验收统一标准(GB50300-2001)的规定。Projectqualitystandard:meetingtheregulationsoftheUniformAcceptanceStandardsforConstructionQualityofConstructionProjects(GB50300-2001).2.3.2工期要求：2.3.2Timelimit:合同工期总日历天数为250天。Thetotalnumberofcalendardaysofthetimelimitforthisprojectis265days.2.3.3 混凝土施工：商品混凝土。2.3.4 Concreteconstruction:pre-castconcrete.阊、篥髓到目*一跳1蒲裁加i第三章工程施工目标ChapterThreeGoalofProjectConstruction3.1 工期目标：3.2 TimeLimita、结合本工程的特点，为了配合甲方早日投产我公司决定加强劳动力，使用完好机械，精心组织，精心施工，要求250天竣工交付使用。a. Incombinationwiththecharacteristicsofthisproject,ourcompanyhasdecidedtostrengthenourworkforcetopainstakinglyorganizeandcarefullymakeconstructionwithwell-equippedmachinery,strivingtocompletethisconstructionfordeliverywithin250days.b、安装及钢结构工程穿插在土建施工的过程中进行。b. Installationandsteelstructureconstructionistobemadeintheprocessofthecivilconstruction.c、我公司将充分考虑本工程雨季施工和农忙时劳动力紧张的特点，争取有效措施，承诺在250天的工期内按时完成各项施工任务。c. Takingfullconsiderationofashortageofworkforceforthisprojectinrainyandfarmingdays,ourcompanywillstrivetocompletevariousbuildingtaskswithinthetimelimitof256bytakingeffectivemeasuresaspromised.3.3 质量目标：3.4 Quality:a. 本工程施工单位确定的质量目标为达到建设工程施工6口篥髓到不，准(GB50300-2001)的规定，达到优良标准。EEEHISIE理镭11b. Thequalitygoalofthisprojectdrawnupbytheconstructionwillmeetthegood-qualitystandardinaccordancewiththeregulationsoftheUniformAcceptanceStandardsforConstructionQualityofConstructionProjects(GB50300-2001).b、对该工程的施工采取我公司多年来经过实践总结出来的切实可行的有效措施和对全过程到位管理的办法，杜绝卫生间、倒返水屋面、楼面、门窗等渗水和滴漏现象以及结构性裂缝等质量通病。c. We,lladoptpracticalandeffectivemeasuresandcompletemanagementofthewholeprocesssummarizedbyourcompanyforseveralyearstoconstructthisproject.Commonqualityproblemssuchasinfiltration,drippingorleakingofwaterclosets,roofs,floorsandwindows,andstructuralcracksshouldbestopped.c、本工程质量按我公司已获认证通过的IS09001的质量保证体系来实行工程质量管理。d. ThequalityofthisprojectistobecontrolledinaccordancewithourcertifiedIS09001QualityAssuranceSystem.3.5 安全目标：3.6 Safetygoal:严格加强安全管理，以严密细致的措施来确保本工程无重大伤亡事故，一般事故发生率控制在W1.5%。Vigorouseffortsshouldbemadetocontrolthesafetyofthisproject.Itshouldbemadesurethatnoseriousinjuriesordeathshappentothisconstruction;theoccurrencerateofcommonaccidentsshouldbecontrolledat1.5%o.3.7 文明施工目标：3.8 Civilizedconstruction:严格按建筑工地文明施工标准化现场的要求进行现场管理篥髓勾削A场管理建为文明现场。建镭H蹙硅施1Theconstructionsiteshouldbemanagedaccordingtotherelevantcivilizedconstructionandstandardizedsitesoastodeveloptheconstructionsiteintoacivilizedone.第四章施工规划ChapterFourConstructionPlan4.1 机构与管理：4.1 Organization&management:4.1.1 项目部组建：4.1.2 OrganizationofProjectDepartment组织经验丰富、管理水平协调能力强并施工过类似钢结构的管理人员组成项目部。Theprojectdepartmentwillbemadeupofwell-experiencedmanagementpersonnelwithstrongmanagementandcoordinationabilities,whohaveonceconstructedsteelstructures.4.1.3 项目部组织机构：4.1.4 OrganizationofProjectDepartment根据本工程的具体特点、重点抓“施工管理、质量管理、安全管理、确保工期”这四项工作来组织指导施工。Inlightofthespecificcharacteristicsofthisproject,theconstructionwillbeorganizedandsupervised,puttingstresson''constructionmanagement,qualitycontrol,safetycontrolandtimelimitassurance,具体落实和体现在：按照项目施工模式组织项目经理部，配备施工经验丰富的专业技术人员和职能人员，组建各职能部门，实行项目经理负责制的管理体制。以项目班子为核心，组建施工队伍，配备先进的机具、鸟第葩勾戈A段、先进的技术，优质高速地完成本工程。建镭13国理钢3Theprojectmanagementdepartmentwillbesetupaccordingtotheconstructionpattern;professionaltechniciansandfunctionalpersonnelwithrichconstructionexperienceswillformvariousfunctionaldepartments;themanagementsystemoftheprojectmanager,sresponsibilitysystemshouldbeimplemented.Withtheprojectteamasthecore,thebuildingunitwilJbeorganizedtocompletethisprojectwithadvancedequipmentsandtoolsbyvirtueofscientificmethodsandadvancedtechnologyatahighspeed.4.1.4.1 项目经理部的职能：4.1.2.1 FunctionofProjectManagementDepartment项目经理部在项目经理的领导下，作为本项目管理的组织机构，全面负责本项目从开工到竣工全过程的施工经营管理，生产指挥调度、技术质量、安全等。Astheorganizationresponsibleformanagementofthisproject,theprojectmanagementdepartmentwilltakefullrespon