毕设基本摘要
【内容摘要】:本设计主要进行了结构方案中横向框架⑦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、活荷载以及雪荷载)作用下的结构内力,。 是找出最不利 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)、楼 盖的设计(完成了板的配筋和次梁的配筋)、基础的设计(完成了独立基础和联合基础的配筋 及手画基础图)以及井字楼盖的设计。
【关键词】: 框架结构 结构设计 抗震设计
【Abstract】:The purpose of the design is to do the anti-seismic design in the longitudinal frames of axis⑦. When the directions of the frames is determined, firstly the weight of each floor is
calculated .Then the vibrate cycle is calculated by utilizing the peak-displacement method, then making the amount of the horizontal seismic force can be got by way of the bottom-shear force method. The seismic force can be assigned according to the shearing stiffness of the frames of the
different axis. Then the internal force (bending moment, shearing force,axial force &snow force)
in the structure under the horizontal loads can be easily calculated. After the determination of the internal force under the dead and live loads, the combination of internal force can be made by using the Excel software, whose purpose is to find one or several sets of the most adverse internal force of the wall limbs and the coterminous girders, which will be the basis of protracting the reinforcing drawings of the components. The design of the stairs is also be approached by calculating the internal force and reinforcing such components as landing slab, step board and landing girder whose
shop drawings are completed.The design of floorslab,foudation and “#”-floorslab is also be
completed in the end.
【Keywords】:frames structure, structural design, anti-seismic design
工程概况
工程地点在昆区阿尔丁大街七号街坊,建筑面积 5230 平方米。拟建建筑物层数为五层, 框架结构,型式应与原有办公楼协调统一。外装修采用外墙涂料及石材,窗户采用平开铝合 金窗,门采用实木门。建筑物应设计为智能化、节能化建筑。
建筑面积:5230m2
建筑层数:5层
建筑高度:16.5m
结构类型:框架结构
文件内容:计算书+图纸+施工组织设计+进度图+布置图
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文件名:内蒙古某大学5层教学楼毕业设计(计算书 图纸)[面积5230].rar
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