宿舍楼建筑结构设计摘要在实际工程中,钢筋混凝土框架结构是一种较为普遍结构形式,广泛应用于住宅、办公、学校等公共建筑。本设计主要对多层框架教学楼的横向框架进行了设计。在进行设计时首先查《荷载规范》对结构的恒载、活载、风荷载以及地震荷载进行计算。竖向荷载利用分层法、水平荷载利用D值法进而得到各种作用下结构各杆件的内力标准值。然后按照最不利组合方式,对各种作用下的内力进行组合。最后在组合中找出各杆件最不利的一组或几组对构件进行截面设计,选取最安全的结果进行配筋并绘出施工图。本设计还对基础、楼板、楼梯等进行了设计,并绘出了结构施工图。除对本框架进行手算外,还利用了PKPM对本结构进行了电算。通过本次毕业设计并充分结合我四年来学到的基本知识使我了解了框架结构设计的全过程,达到了从理论到实践的飞跃。同时通过设计中使用的建筑方面的规范和软件,使我更加熟悉了规范和软件的使用操作,为我以后工作打下了良好的基础。关键词:结构设计;荷载计算;配筋计算TheDesignof147DormitoryBuildingStructureABSTRACTInpracticalengineering,thereinforcedconcreteframestructurehasbeenacommonstructuralformowingtoitssuccessfulapplicationsinmanyareassuchasresidences,officers,schoolsandotherpublicbuildings.Thisthesisisaimedatthedesignfortransverseframeofteachingbuildingswithmultistoryframe.Firstly,deadloads,liveloads,windloadandseismicloadofthestructurearecalculatedreferringto“LoadStandards”.Thenthestandardvaluesofeachmembersofstructureunderhorizontalloadandverticalloadcanbeobtainedbyusingstratificationmethodand“D”methodrespectively.Besides,theinternalforcesundervariousloadarecombinedaccordingtothemostunfavorablecombinationmode.Finally,themostunfavorableoneorseveralonesamongcombinationsareselectedforthedesignofsection.Inthisway,thesafestresultsreinforcementischosenandproductiondrawingisdesigned.Thebasement,thefloorandthestairsarealsodesignedandstructuralproductiondrawingaredesignedinthisthesis.Moreover,thestructurecomputerizationisshownbyusingPKPM.Thankstothisgraduationdesign,IputalltheknowledgeIlearnedinthepastfouryearsintouse.Imastertheentireprocessofthedesignofframestructureandknowhowtoapplythetheorytopractice.Meanwhile,Ibecomemorefamiliarwiththestandardsandoperationsofrelativesoftwaresthanbefore.Allihavedonelayagoodfoundationformyfuturework.Keywords:StructureDesign;LoadCalculation;ReinforcementCompute目录1相关原始资料的阐述.............................................................................................................11.1工程名称..........................................................................................................................11.2建筑地点..........................................................................................................................11.3用地概况..........................................................................................................................11.4建筑物特点......................................................................................................................11.5基本风压值......................................................................................................................11.6抗震设防..........................................................................................................................11.7地基与基础......................................................................................................................11.8墙身做法..........................................................................................................................21.9楼面做法..........................................................................................................................21.10屋面做法........................................................................................................................21.11门窗做法.........................................................................................................................22结构平面布置.........................................................................................................................32.1结构方案的选择及结构布置..........................................................................................32.1.1结构方案的确定.......................................................................................................32.1.2基础类型的确定.......................................................................................................32.1.3结构构件截面尺寸和材料的选择...........................................................................33框架荷载计算.........................................................................................................................53.1框架计算简图及梁柱线刚度..........................................................................................53.2恒载标准值计算..............................................................................................................63.3活荷载标准值计算屋面和楼屋面活荷载标准值..........................................................73.4竖向框架下荷载受荷计算..............................................................................................73.4.1恒载计算...................................................................................................................83.4.2活载计算.................................................................................................................133.5风荷载内力计算............................................................................................................153.5.1风荷载下标准值计算.............................................................................................153.5.2风荷载作用下的位移验算。................................................................................