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ID:49052912
大小:1.51 MB
页数:69页
时间:2020-02-27
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1、摘要本设计主要进行了结构方案中框架5轴框架的抗震设计。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振周期,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并完成了平台板,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ABSTRACTThepurposeofthedesignist
2、odotheanti-seismicdesigninthelongitudinalframesofaxis5.Whenthedirectionsoftheframesisdetermined,firstlytheweightofeachflooriscalculated.Thenthevibratecycleiscalculatedbyutilizingthepeak-displacementmethod,thenmakingtheamountofthehorizontalseismicforcecanbegotbywayofthebottom
3、-shearforcemethod.Theseismicforcecanbeassignedaccordingtotheshearingstiffnessoftheframesofthedifferentaxis.Thentheinternalforce(bendingmoment,shearingforceandaxialforce)inthestructureunderthehorizontalloadscanbeeasilycalculated.Afterthedeterminationoftheinternalforceunderthe
4、deadandliveloads,thecombinationofinternalforcecanbemadebyusingtheExcelsoftware,whosepurposeistofindoneorseveralsetsofthemostadverseinternalforceofthewalllimbsandthecoterminousgirders,whichwillbethebasisofprotractingthereinforcingdrawingsofthecomponents.Thedesignofthestairsis
5、alsobeapproachedbycalculatingtheinternalforceandreinforcingsuchcomponentsaslandingslab,stepboardandlandinggirderwhoseshopdrawingsarecompletedintheend.Keywords:frames,structuraldesign目录中文摘要…………………………………………………………………………………………Ⅰ英文摘要…………………………………………………………………………………………Ⅱ一、设计资料…………………
6、…………………………………………………………………1二、结构布置及结构计算简图的确定…………………………………………………1三、荷载计算……………………………………………………………………………………3四、内力计算…………………………………………………………………………….……10五、内力组合……………………………………………………………………………………56六、截面设计……………………………………………………………………………………56七、框架节点核心区抗震验算…………………………………………………………56八、基础设计……………………………
7、…….………………………………………………58九、板式楼梯设计…………………………………………………………………….……60参考文献…………………………..……………………………………………………….……63附录………………………………………………………………………………………………..附录一:内力组合表………………………………………………………………………...…附录二:梁配筋表…………………………………………………………………………...…附录三:柱配筋表…………………………………………………………………………...…附录四:KJ-3内力图
8、………………………………………………………………………..…附录五:各层配筋简图……………………………………………………………………...…一、设计资
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