全盛集团多层框架结构办公楼设计摘要：本工程为全盛集团多层框架结构办公楼设计，采用钢筋混凝土框架结构。设计内容包括建筑设计和结构设计两大部分。建筑设计，要求合理地设计房间布局以及建筑的整体布局，在合规范要求同时要做到舒适、方便、人性化、美观等。另外为例完成建筑设计。结构设计要求完成一榀框架的手算和整体结构的PKPM电算。一榀框架计算主要是对设计的建筑进行荷载计算，内力分析与组合，其中包括风荷载作用计算，以及地震作用的影响，并验算结构的位移和变形满足要求，对框架梁、柱、基础、楼梯、楼板进行配筋计算。使用PKPM软件进行电算，并与手算结果进行对比分析。最后结合手算稿和电算稿的内容，进而完成结构施工图，其中包括梁、柱、基础、楼梯、楼板的配筋图。关键词：框架结构；建筑设计；结构设计；内力分析；配筋计算ThedesignofMulti-storeyframestructureofficebuildingofQuanshengGroupAbstract:ThisprojectisadesignoffivestoryOfficebuildingofQuanshengGroup,andadoptsreinforcedconcreteframestructure.Thedesignincludestwoparts:architecturaldesignandstructuraldesign.Thearchitecturaldesignrequiresustodesignconvenient,user-friendlyandbeautifulatthesametime.Anotherexampleisthecompletionofarchitecturaldesign.StructuraldesignrequiresthecompletionofaframeworkofthemanualandtheoverallstructureofthePKPMcomputer.Thecalculationoftheframeismainlybasedontheloadcalculation,theinternalforceanalysisandthecombination,includingthecalculationofthewindloadandtheinfluenceoftheearthquakeaction,andthedisplacementanddeformationofthestructurearesatisfied.Theframebeam,column,Stairs,floorreinforcementcalculation.UsePKPMsoftwareforcomputer,andwiththeresultsofmanualcomparisonanalysis.Finally,combinedwiththecontentsofmanualanddrafts,andthencompletethestructuralconstructionplans,includingbeams,columns,foundation,stairs,floorreinforcementmap.Keywords:framestructure;architecturaldesign;structuraldesign;internalforceanalysis;reinforcementcalculation目录第一章设计资料及基本要求........................................11.1工程概况..............................................................1第二章结构布置及构件尺寸........................................22.1结构布置方案..........................................................22.2计算简图..............................................................22.3梁、板、柱截面尺寸....................................................3第三章重力与水平荷载计算........................................53.1恒荷载标准值计算......................................................53.2竖向恒荷载作用下框架受荷图............................................73.3竖向活载作用下框架受荷图..............................................93.4风载计算.............................................................103.5水平地震作用计算.....................................................12第四章竖向荷载作用下框架结构内力分析...........................194.1竖向恒载作用下内力计算...............................................194.2活载作用下内力计算...................................................27第五章水平荷载作用下框架结构分析...............................335.1水平地震作用内力计算.................................................335.2风载作用下内力计算...................................................39第六章内力组合.................................................446.1无地震作用效应组合...................................................446.2有震作用效应组合.....................................................49第七章梁柱截面设计........
