南江枫林幼儿园结构设计摘要此次毕业设计主要是幼儿园的结构设计。采用混凝土框架结构，层数为3层，建筑总高度是14.3m，建筑面积3809m2。根据要求，抗震设防烈度为七度。本设计针对第8轴线框架进行了手算计算，考虑了恒荷载、活荷载、雪荷载、风荷载和地震荷载等作用。计算内容主要包括荷载分析和结构内力计算。手工计算完毕后，用结构分析软件PKPM进行了整体框架计算。关键词幼儿园；结构设计；框架结构；内力计算毕业设计（论文）THESTRUCTUREDESIGNOFNANJIANGFENGLINKINDERGARTENABSTRACTThegraduateddesignofthemainstructureofthekindergartendesign.Thedesignusesaframestructureandthenumberofconstructionofthemainlayersofis3.Thetotalbuildingheightis14.3m,buildingareaof3809m2.Uponrequest,theseismicintensityofsevendegrees.Frameworkofthedesignforthe8axishandcountcalculation,considerthedeadload,liveload,snowload,windloadandseismicloadingrole.Thecalculationincludingloadanalysisandstructuralinternalforcecalculation.Manualcalculationiscompleted,theoverallframeworkforcomputingstructuralanalysissoftwarePKPM.KEYWORDSkindergartenStructuraldesign;Framestructure;CalculationofInternalForces目录2毕业设计（论文）摘要........................................................................2ABSTRACT....................................................................3目录........................................................................41.结构设计任务..............................................................61.1研究内容.............................................................61.2任务与要求...........................................................61.2.1任务............................................................61.2.2要求............................................................62.结构平面布置及梁柱截面尺寸................................................82.1结构平面布置.........................................................82.2框架梁截面尺寸.......................................................82.3框架柱截面尺寸.......................................................92.4屋面板、楼板厚度....................................................103.荷载计算.................................................................113.1恒荷载标准值计算....................................................113.1.1屋面...........................................................113.1.2各层楼面.......................................................113.1.3梁自重.........................................................113.1.4柱自重.........................................................123.1.5外纵墙自重.....................................................123.1.6内纵墙自重.....................................................133.1.7外横墙自重.....................................................143.1.8内横墙自重.....................................................153.1.9女儿墙自重.....................................................153.2活荷载标准值计算....................................................153.2.1屋面和楼面活荷载标准值.........................................153.2.2雪荷载标准值...................................................163.2.3风荷载标准值计算...............................................163.2.4水平地震作用...................................................164.一榀框架内力计算.........................................................194.1框架选取............................................................194.2框架荷载...
