内蒙古额济纳旗办公楼结构设计和实现 土木工程专业VIP专享VIP免费

摘要本工程为内蒙古额济纳旗人民法院标准化审判办公综合楼。本工程为五层混凝土框架结构,建筑高度20.8米,总建筑面积3401.75平方米。本单体工程建设年限为50年，地上部分耐火等级为二级，屋面防水等级为二级，工程所在地抗震设防烈度为6度，设计基本地震加速度为0.05g，设计地震分组为第一组，场地类别为Ⅱ类,本单体工程除外立面及公共部位做装修外，其余部分均为毛坯（由用户自行装修），本说明相关内容供参考。本设计题大体包括四部分：一、确定工程的结构方案，进行结构平面图布置。二、取出一榀框架，运用结构力学、钢筋混凝土结构原理，基础工程等专业知识，进行结构内力计算与配筋设计。三、运用PKPM结构设计软件，对结构进行电算设计，导出结构计算简图配筋图等。四、运用天正8.0软件对导出的配筋图进行处理，得到最终结构施工图。通过设计本工程，使各专业知识得到了很好的融会贯通,进行了全面的总结。[关键字]结构设计；框架结构；PKPMABSTRACTThepeople'scourtforInnerMongoliaEJiNaQiengineeringbuildingstandardizationtrialoffice.Thisengineeringisfivelayerofconcreteframestructure,buildinghighly20.8meters,withatotalconstructionareaof3401.75squaremeters.Thismonomerprojectconstruction,50yearsofschoolingforaerialpartsforthesecond,fireproofgradeleveltoroofwaterproofsecondary,engineeringseatseismicfortificationintensityfor6degrees,designbasicearthquakeaccelerationis0.05g,designforthefirstgroup,seismicgroupingofcategoriesforfield,thismonomerprojectpublicareasdoexceptfacadeanddecorate,Ⅱtherestareoutsideforblank(bytheusertodecorate),thisexplainsrelatedcontentforreference.Thisdesigntopicgenerallyincludesfourparts:Firstly,engineeringstructure,structureplanlayout.Secondly,removeinvestigated.one,structuralmechanics,reinforcedconcretestructuralprinciple,basicengineeringknowledgestructureandinternalforcecalculationandreinforcementdesign.Thirdly,theuseofstructuraldesignsoftwareandPKPMstructuredesign,structurecalculationelectricaldiagramreinforcementfigure,etc.Fourthly,applyforTArchandeventuallygraphdrawingstructure.Throughthedesignofthisproject,makeeachprofessionalknowledgegainedgoodmastery,carriesonthecomprehensivesummary.[keywords]structuredesign；framestructure；PKPM目录1.工程概况.........................................................12.楼板设计.........................................................22.1设计资料.........................................................................................................................22.2楼盖的结构平面布置图.................................................................................................22.3板的设计以第三层楼板为例.........................................................................................22.4次梁的设计.....................................................................................................................53.框架结构布置及计算简图...........................................73.1梁柱尺寸.........................................................................................................................73.2计算简图.........................................................................................................................73.3梁柱线刚度计算.............................................................................................................84.恒活载内力计算..................................................104.1恒荷载计算...................................................................................................................104.2恒...