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黑龙江东方学院本科毕业设计I哈尔滨音乐学院教学楼设计摘要本工程是教学楼,共五层，底层4.2m，其他层高均为3.6m，建筑面积为5177.12m2,建筑总体布置为一字形，结构为现浇钢筋混凝土框架结构，抗震设防烈度为6度，抗震等级为三级。结构设计时取一榀具有代表性的框架进行设计，活荷载计算采用三种不利组合，水平地震作用采用底部剪力法计算。内力计算中恒荷载作用采用迭代法进行计算，活荷载采用分层法进行计算，水平荷载作用采用D值法进行计算，内力组合考虑非抗震组合和抗震组合。截面设计时考虑“强柱弱梁、强剪弱弯”的原则进行内力调整，最后进行了楼梯设计。在确定框架布局之后，先进行了层间荷载代表值的计算,接着利用顶点位移法求出自震周期，进而按底部剪力法计算水平地震荷载作用下大小，进而求出在水平荷载作用下的结构内力（弯矩、剪力、轴力）。接着计算竖向荷载（恒载及活荷载）作用下的结构内力。找出最不利的一组或几组内力组合，选取最安全的结果计算配筋并绘图。此外还进行了结构方案中的室内楼梯的设计，完成了平台板，梯段板，平台梁等构件的内力和配筋计算及施工图绘制。关键词：框架；结构设计；抗震设计黑龙江东方学院本科毕业设计IIAbstractThisisateachingbuildingofauniversity.Ithasfivestories,andtheheightoftheeverystoreyis3.9meters.Thebuildingareaofthisengineeringis5177.12squaremeter,heightis19.8meter.BuildingtheintakeworkintegerarrangesforLform,thestructureisnowtosprinklethesteelconcreteframingstructure,anti-theearthquakeestablishestodefendstrongkilowatthouras7kilowatthour,anti-earthquakeorderisx-rated.Structuraldesignthehourtakeahastherepresentativeframingproceedsthedesign.Inthecalculationofinternalforces,permanentloadfunctionusesiterativemethodocarryonthecomputation,whilevariableloadusesthedelaminationtocarryonthecomputation，levelquakefunctionadoptionthebottomshearingforcelogarithmoftimwfittingmethodlogtcomputes,innerforcecomputationinsideperpendicularladingfunctionadoptionthelayeringlogarithmoftimwfittingmethodlogtproceedsthecomputation,thelevelladingfunctionadoptstheworthlogarithmoftimwfittingmethodlogtinDproceedsthecomputation,innerforcearticulationconsidernotanti-earthquakecombinetoshakethearticulationwithanti-.Cuttingthehourofdesignconsiderstheweakbeam,strongshearinstrongstanchionisweakcurvedofprincipleproceedinginnerforcereadjustment.FinallytothestairwaydesignWhenthedirectionsoftheframesisdetermined,firstlytheweightofeachflooriscalculated.Theseismicforcecanbeassignedaccordingtotheshearingstiffnessoftheframesofthedifferentaxis.Thentheinternalforce(bendingmoment,shearingforceandaxialforce)inthestructureunderthehorizontalloadscanbeeasilycalculated.Afterthedeterminationoftheinternalforceunderthedeadandliveloads,thecombinationofinternalforcecanbemadebyusingtheExcelsoftware,whosepurposeistofindoneorseveralsetsofthemostadverseinternalforceofthewalllimbsandthecoterminousgirders,whichwillbethebasisofprotractingthereinforcingdrawingsofthecomponents.Thedesignofthestairsisalsobeapproachedbycalculatingtheinternalforceandreinforcingsuchcomponentsaslandingslab,stepboardandlandinggirderwhoseshopdrawingsarecompletedintheend.Keywords:frames,structuraldesign,anti-seismicdesign黑龙江东方学院本科毕业设计III目录摘要........................................................................................................................................IAbstract...................................................................................................................................II第1章建筑设计说明书.......................................................................................................11.1场地图..........................................................................................................................11.2工程概况......................................................................................................................11.2.1工程名称哈尔滨音乐学院教学楼....................................................................11.2.2工程类型多层教学建筑......................................................................................11.2.3工程规模..............................................................................................................11.2.4自然条件................................................................................................................11.3设计意图.......................................................................................................................21.4建筑设计说明..............................................................................................................21.4.1平面设计................................................................................................................21.4.2立面设计.................................................................................................................21.4.3剖面设计.................................................................................................................21.4.4屋面设计.................................................................................................................21.4.5门窗设计.................................................................................................................31.4.6墙体.........................................................................................................................31.4.7建筑做法.................................................................................................................3第2章教学楼结构设计说明书...........................................................................................72.1工程概况......................................................................................................................72.1.1本工程是一五层教学楼综合建筑..............................................................