新津县集团办公楼施工组织设计

西南科技大学毕业设计课程设计建筑经济与企业管理题目：新津县##集团施工组织设计姓名：李#学号：070112307***学校：西南科技大学专业班级：建筑经济与企业管理（秋）指导老师：#（老师）、#峰（老师）西南科技大学毕业设计新津县##集团办公楼施工组织设计摘要：该建筑建筑面积约为2200m2。根据建筑设计、抗震方面等的要求，确定合理的结构形式和结构布置方案，确定框架、基础的形式。根据要求采用了钢筋混凝土结构。本设计分别按以下的几步进行：第一部分：建筑结构设计：第一步，根据建筑图框架布局确定梁、柱、板各构件尺寸。第二步，根据各构件做法，算出所需要的恒荷载。第三步，查相应规范，确定所需活荷载。第四步，将所得构件尺寸，恒、活荷载值在PKPM中进行建模。第五步，用PKPM软件计算并得出各构件的结构施工图与平法施工图、基础平面简图与详图。第六步，编写毕业设计计算书。第二部分：施工组织设计第一步：对所选课题建筑，结构的土方、模板、混凝土、钢筋、砌体、防水进行总量的计算。第二部：将所得工程量进行汇总。第三部：汇总的工程量输入施工进度表。第四步：根据工程量绘制施工进度表。第五步：修改施工总平面图。第六步：编辑施工方案。关键词：框架结构；结构设计；施工进度表；施工方案西南科技大学毕业设计TheDesignofMianyangXingxingOfficeBuildingsAbstract:theconstructionareaofabout2200m2.Accordingtoarchitecturaldesign,anti-seismicetc,thedeterminationofreasonablestructureformandstructurelayout,determinethebasicframework,form.Accordingtotherequirementsbythereinforcedconcretestructure.Thisdesignaccordingtothefollowingsteps:Thefirstpart:thedesignofbuildingstructures:Thefirststep,accordingtotheconstructionofframestructuredefiningabeam,column,slabsizeofeachmember.Thesecondstep,accordingtoeachmemberpractices,calculatetherequiredconstantload.Thethirdstep,checkthecorrespondingstandard,determinetheliveload.Thefourthstep,thecomponentsize,constant,liveloadvalueinPKPMmodeling.Thefifthstep,usingPKPMsoftwaretocalculateanddrawthestructureconstructiondrawingsandconstructiondrawingsbasedmethod,plananddetails.Thesixthstep,towritegraduationdesigncalculations.Thesecondpart:theconstructionorganizationdesignThefirststep:fortheselectedsubjectconstruction,earthwork,template,concretestructure,steel,masonry,waterproofquantitycalculation.Second:theprojectsummary.Third:summaryofengineeringquantityinputconstructionschedule.Fourthstep:accordingtotheprojectconstructionschedule.Thefifthstep:tomodifytheconstructionplan.Stepsixth:editconstructionscheme.Keywords:Framestructure;structure;design;constructionschedule:constructionscheme西南科技大学毕业设计目录第一部分第1章绪论..........................................................1第2章工程概况........................................................22.1建筑型式、规模及平面布置.........................................22.2建筑及场地主要设计参数...........................................22.3工程地质及水文地质条件...........................................22.3.1地质勘查报告.................................................22.3.2地下水位，抗震条件...........................................32.4气象资料.........................................................3第3章结构设计........................................................43.1结构选型布置及计算简图材料信息...................................43.1.1结构选型.....................................................43.1.2柱网布置.....................................................43.1.3梁、柱的截面尺寸.............................................43.1.4校核框架柱截面尺寸是否满足构造要求：.........................63.1.5混凝土强度等级...............................................63.1.6钢筋级别.....................................................63.2楼板设计.........................................................63.2.1屋面荷载(上人屋面)...........................................63.2.2楼面荷载.....................................................73.2.3卫生间楼面荷载...............................................73.3墙体计算.........................................................8第4章PKPM电算部分...................................................104.1各标准层平面简图................................................104.2各标准层恒荷载平面图............................................134.3各标准层活荷载平面图............................................154.4各标准层现浇板厚度图............................................174.5各层梁间荷载平面图..............................................194.6底层柱墙最大内力组合图..........................................224.7楼层组装简图....................................................234.8总信息图........................................................234.9风荷载信息图....................................................24西南科技大学毕业设计4.10地震信息图.....................................................244.11活载信息图.....................................................254.12调整信息图.....................................................254.13设计信息图.....................................................264.14各层混凝土配筋构件配筋及钢构件应力比简图.......................264.15各标准层板裂缝图...............................................334.16各标准层梁裂缝图...............................................354.17基础基本参数...................................................394.18基础地梁和筏板参数.............................................404.19基础荷载输入...................................................414.20周期，地震力，振型输出.........................................41第二部分第1章编制依据和原则.................................................661.1编制依据........................................................661.2编制原则........................................................66第2章工程概况及施工特点分析.........................................672.1工程概况........................................................672.2工程结构及建筑装饰特点..........................................672.2.1、工程结构...................................................672.2.2、建筑装饰特点...............................................67第3章施工准备......................................................