一个非常好的施工组织设计方案

alongtheridgelineontheplane,andnearlyverticalslopecontourlines,GuanPochangeswiththeoriginalgroundline,withshallowbackfill-pipe,single-pipewatersupply,thecompetent1.4m,long1063.506m,twoasymmetricypipe,diameter0.8M,single10m.Competenttoestablish12townPier,8expansionjoint.Townpierfortheclosed-endstructureofgravity,placedonsoftrockbasesurface,pipeconcreteC20onapedestal.Pipetrenchexcavationslope1:0.75,aftertheinstallationofsteeltube,compactedgravelbackfillmaterialtothesurface,and1:100slopedrainagetogutters.Gutterwidth0.5Mdepth0.5m,M5groutedrubblemasonry.9.2mainengineeringcontentthisstandardpressurepipeandthemetalstructureinstallationpartmainincludingYunnanprovincetengchongCountyyongxingRiverprimaryandsecondaryhydropowerstationintheofpressurepipeandthepowerstationmetalstructure,whichlevelpowerstationpressurepipetotalabout562t(containingannex);IIlevelpowerstationpressurepipeabout733t(containingannex);levelpowerstationmetalstructureabout52.5t,containingdischargeGate2hole,rushedsandGate1hole,watermouthworkdoorandthestoppeddirtgatethe1hole,Qianpoolworkdoorandthestoppeddirtgatethe1hole;Secondarypowerstationmetaljunctionatabout19.5t,containingsandGate1hole,waterinletwatergateandtrashthe1hole;theirauxiliaryhoistequipmentandelectricalequipment.Concretepressurepipe,gate,trashandhoistingdeviceprojectpropertylist1-1~1-3.Table1-1themaincharacteristicsofthepenstocknumberitemparametertypecontrollersizeheadalongpipediameterpipelength11hydropowerstationpenstockopen-airexposedpipe,singlepipejointwatersupply1.3M931m0.8M8.3*2m22hydropowerstationpenstockopen-airexposedpipe,singlepipejointwatersupply1.4m1063.506m0.8M10*2mtable1-2hydropowerstationHydraulicmetalstructuremaincharacteristicstablenumberprojectnamegate,andstoppeddirtgate,anddoor(Gate)slotopeningandclosingmachinetracknotesholemouthsize(widexhigh)(MXM)number(sets)designhead(m)supportstypetypesingleheavy(t)totalheavy(t)typetypeopeningandclosingcapacity(KN)head(trip)(m)number(sets)singleheavy一个非常好的施工组织设计方案目录第一部分综合说明................................................4第一章编制依据.................................................4第二章工程概况.................................................6第三章项目管理的主要目标.......................................9第二部分施工部署...............................................10第一章项目管理机构............................................10第二章施工总体部署............................................13第三章施工组织部署............................................18第四章施工机械、劳动力投入计划................................20第五章工程施工总进度控制计划..................................21一、工程阶段目标控制计划......................................21二、主要工期保证管理要点......................................21三、做好水电调试工作..........................................21四、收手尾工程和交验期间协调和管理............................21五、工期保证的具体措施........................................21(一)组织机构的落实...........................................21(二)选择性能优良和充足数量的施工机具.........................22(三)做好材料管理工作.........................................22(四)施工程序的合理确定.......................................22(五)强化施工组织管理.........................................22(六)科学合理管理工程施工进度.................................22(七)落实质量管理.............................................22(八)加强资金的运作...........................................23(九)实行奖罚措施.............................................23六、施工进度总控计划..........................................23第六章工程技术资料管理........................................23第七章交叉施工原则及措施......................................23第八章计算机管理在工程中的应用................................25第三部分施工现场平面布置........................................26第一章施工总平面布置原则......................................26第二章施工总平面图的内容......................................26第四部分土建工程主要施工方法....................................29第一章工程测量................................................29第二章土方工程................................................33第一节承台、地梁..............................................36第二章模板工程................................................40第三章钢筋工程................................................43第四章混凝土工程..............................................48第五章脚手架工程..............................................56众阳.华城施工组织设计--alongtheridgelineontheplane,andnearlyverticalslopecontourlines,GuanPochangeswiththeoriginalgroundline,withshallowbackfill-pipe,single-pipewatersupply,thecompetent1.4m,long1063.506m,twoasymmetricypipe,diameter0.8M,single10m.Competenttoestablish12townPier,8expansionjoint.Townpierfortheclosed-endstructureofgravity,placedonsoftrockbasesurface,pipeconcreteC20onapedestal.Pipetrenchexcavationslope1:0.75,aftertheinstallationofsteeltube,compactedgravelbackfillmaterialtothesurface,and1:100slopedrainagetogutters.Gutterwidth0.5Mdepth0.5m,M5groutedrubblemasonry.9.2mainengineeringcontentthisstandardpressurepipeandthemetalstructureinstallationpartmainincludingYunnanprovincetengchongCountyyongxingRiverprimaryandsecondaryhydropowerstationintheofpressurepipeandthepowerstationmetalstructure,whichlevelpowerstationpressurepipetotalabout562t(containingannex);IIlevelpowerstationpressurepipeabout733t(containingannex);levelpowersta