结构计算模板

攀枝花学院本科毕业设计（论文）攀枝花市四十二中小新建工程-3号学生宿舍综合楼学生姓名：郭鹏章学生学号：201011102019院（系）：土木工程学院年级专业：10级房屋建筑指导教师：刘东波助理指导教师：二〇一四年五月攀枝花学院本科毕业设计摘要I摘要本设计为政府办公楼。占地面积552.92m2，建筑面积2822.5m2。主要进行建筑方案设计、结构设计及施工组织设计。采用框架结构，主体为五层，上人屋面顶棚一层。本地区抗震设防烈度为7度，场地类别为II类场地，基本风压0.40KN/M。楼﹑屋盖均采用现浇钢筋混凝土结构。建筑方案设计主要根据任务书要求，结合建筑物使用功能，防火疏散要求及建筑人性化进行建筑方案设计。一、进行功能分区；二、进行空间组合；三、绘制建筑施工图。结构设计简而言之就是用结构语言来表达所要表达的东西。结构语言就是从建筑及其它专业图纸中所提炼简化出来的结构元素，包括基础、墙、柱、梁、板、楼梯、大样细部图等等。然后用这些结构元素来构成建筑物或构筑物的结构体系，包括竖向和水平的承重及抗力体系，再把各种情况产生的荷载以最简洁的方式传递至基础。在结构设计中，作者根据经验公式先进行梁、板、柱的截面尺寸估算，再查相关规范确定恒荷载、活荷载、风荷载、地震作用。通过二次弯矩分配法、D值法、底部剪力法进行相关荷载的计算，确定最不利组合，确定现浇板、框架梁、柱可能出现的最大内力，从而进行截面验算和配筋计算。施工组织设计就是根据项目建设的特点，结合具体的自然环境条件、技术经济条件和现场施工条件，研究施工项目的组织方式、施工方案、进度计划、资源配置、施工平面设计等施工规划设计方案，从而能高效低耗地完成建设项目的施工任务，以保证施工项目的质量、工期、造价目标的实现。关键词建筑方案设计，结构设计，施工组织设计攀枝花学院本科毕业设计ABSTRACTIIABSTRACTThedesignoftheintegratedisframeworkofthefive-storeybuilding,whoselowertwofloorsareshoppingcenterandupperthreefloorsareofficespace.Thesizeis264m2.Thefloorareais1364.18m2.Thedesigncontainsmainlytheconstructionprogramdesign,structuraldesignandconstructiondesign.Architecturaldesignprogrambasedmainlyontasks,combiningtheuseoffunctionalbuildings,fireevacuationrequirementsandbuildingconstructionforhumanityprogramdesign.1,thefunctionalarea;2,thespaceportfolio;3,drawingconstructionplans.Inshort,structuraldesignusesstructuralanguagetoexpressthings.Structureoflanguageisfromconstructionandotherprofessionaldrawingsandarerefinedtosimplifythestructureofelements,includingthefoundation,wallsandcolumns,beam,slab,thestaircase,themap-likedetailandsoon.Thenthesestructuralelementsareusedtoformthestructuralsystemofabuildingorstructure,includingload-bearingsystemofverticalandlevelofresistance,thenalloftheloadinthemostconcisewaytransfertobasis.Instructuraldesign,theauthorsfirstformulaforbeam,slab,column,thesectionsizeestimatesbyexperience,furtherinvesttodeterminerelevantnormswhichconstantloads,liveloads,windloads,earthquake.Bythesecondmomentdistributionmethod,D-valuemethodandthebaseshear,thedesgincalculatedtheassociatedload,anddeterminedthemostdisadvantaged,andthelargestinternalforcesoftheframebeamsandcolumns,thencheckedandcrossedsectionsforreinforcementcalculation.Onthebasisofthefeaturesofbuildingdesgin,combiningthespecificconditionsofthenaturalenvironment.technicalandeconomicconditionsoftheconstructionsite,constructiondesignresearchedprogramsconstructionplanninganddesignorganization,whichcontianprogram,program,theallocationofresources,constructiongraphicdesign,inordertocompleteconstructionofaconstructionprojecttasksinthewayofhighefficientandlowconsumptionandensurethequality,time,costobjectivesoftheproject.KeywordsArchitecturalDesign，StructuralDesign，ConstructionOrganizationDesign攀枝花学院本科毕业设计目录目录摘要.............................................................................................................................................IABSTRACT...................................................................................................................................................II1工程概况................................................................................................................................................11.1设计概况.........................................................................................................................................11.1.3设计资料...............................................................................................................................11.2结构承重方案选择.........................................................................................................................21.3主要构件选型及尺寸初步估算.....................................................................................................21.3.1主要构件选型.......................................................................................................................21.3.2.梁﹑板、柱截面尺寸估算..................................................................................................22板的计算................................................................................................................................................52.1板的截面有效高度.........................................................................................................................52.2板荷载的确定.................................................................................................................................52.3板的内力计算.................................................................................................................................62.3.1楼面板的计算........................................................................................................................62.3.2楼板配筋计算......................................................................................................................113次梁的计算.........................................................................................................................................143.1正截面计算.......................................................................................................