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宏扬控股集团有限公司车间结构摘要本工程为浙江省杭州市萧山区的宏扬控股集团有限公司车间，建筑面积9185m2，框架结构5层，高度25m，使用年限为50年，建筑类型为乙类，抗震设防烈度为7度，设计基本地震加速度值为0.10g。结构体系采用框架结构，结构计算以PKPM软件电算为主，手算为辅。电算的流程为PMCAD建模、设置参数，TAT计算，最终获得基础、柱、梁和板施工图。手算从PKPM软件计算获得的恒荷载、活荷载、风荷载以及地震荷载分别作用下的弯矩图、剪力图和轴力图为基础，进行内力组合获得最不利组合，再进行梁、柱截面配筋计算。另外，手算还进行楼梯以及基础设计。关键词结构设计；PKPM电算；手算IISTRUCTURALSTRUCTURALSTRUCTURALSTRUCTURALDESIGNDESIGNDESIGNDESIGNOFOFOFOFHHHHONGYANGONGYANGONGYANGONGYANGHOLDINGHOLDINGHOLDINGHOLDINGGROUPGROUPGROUPGROUPCO,TDLCO,TDLCO,TDLCO,TDLWORKSHOPWORKSHOPWORKSHOPWORKSHOPABSTRACTABSTRACTABSTRACTABSTRACTThisengineeringiszhejianghangzhouxiaoshanareaHongyangholdinggroupCo.,LTDworkshop.Totalbuilding’sareais9185m2.Accordingtotheuse,theconstructionisdevidedinto5layers.Mainbuilding’selevationis25m.TheUsefullifeof50years.Theseismicintensityis7degreesandthebasicdesignearthquakeaccelerationis0.05g。Theprojectstructureisframe.ThestructureiscalculatedbyPKPMsoftware,andwithhandcount.afterPMCADmodelingandparametersetting,inendofthecalculationwecangainthestructuralworkingdrawingoffoundation,columns,beamsandboardsbySATWEcalculationinPKPMsoftware.Calculationbyhandisbasedonthemomentgraph,shearingforcegraphandaxialforcegraphofgravityload,liveload,windloadandseismicload,whichisproviedbyPKPMsoftware.Themostdagerousinternalforcesarefoundthroughanalysis.Thenthereinforcedbarsisdeterminedaccordingtothemostdangerousforces.Inaddition,thestairsandfoundationdesignedbyhandcalculation.KEYWORDSKEYWORDSKEYWORDSKEYWORDSstructuraldesign;PKPMcalculation;handcalculationIII目录目录目录目录中文摘要...........................................................................................................................II英文摘要.........................................................................................................................III前言...............................................................................................................................11．建筑设计说明..............................................................................................................21.1工程概况...........................................................................................................21.2设计资料...........................................................................................................21.3建筑做法...........................................................................................................22．结构布置和选型..........................................................................................................22.1结构选型...........................................................................................................32.2结构布置...........................................................................................................32.3初估截面尺寸...................................................................................................42.3.1梁截面尺寸：.........................................................................................43．计算简图的确定..........................................................................................................53.1计算简图说明...................................................................................................53.2框架梁柱截面特征...........................................................................................53.3框架梁柱的线刚度计算..................................................................................54．荷载计算.......................................................................................................................64.1恒载标准值计算...............................................................................................74.1.1不上人屋面恒载......................................................................................74.1.2楼面恒载...................................................................................................74.1.3框架梁自重...............................................................................................74.2活载标准值计算...............................................................................................84.2.1屋面及楼面活载......................................................................................84.2.3屋面雪荷载标准值..................................................................................84.2.4作用于框架梁的恒载计算.....................................................................84.3作用于框架梁的活载计算............................................................................104.4恒载作用下的内力计算................................................................................124.5活荷载作用下的内力计算............................................................................164.6风荷载作用下内力计....................................................................................184.7地震作用下结果内力计算..............................................................................204.8地震荷载计算....................................................................................................21IV4.8.2自振周期.................................................................................................214.8.4变形验算.....................................