毕设基本摘要
摘要
本设计为华君建设集团办公楼设计,主要进行了建筑设计和结构设计。建筑设计主要进行了平面、立面、剖面图的设计;结构设计中主要是横向框架的抗震设计。进行了水平风荷载和水平地震作用下的内力计算及侧移刚度计算,竖向荷载作用下的内力计算,并进行了内力组合,选取最不利组合进行配筋计算并绘图。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。通过设计,达到了抗震设防的目的,符合毕业设计的要求。
关键词 框架 建筑设计 结构设计 抗震设计
Abstract
This design is for a building office of HuaJun Construction Groupe,it is main about the architectual and structual .The architectual design is main for the floor plan、elevation、profiles.The purpose of the structual design is to do the anti-seismic design in the longitudinal frames of, then I caculated the internal force under the wind load and the seismic load,of course the lateral stiffness also be calculated.Then the internal force (bending moment, shearing force and axial 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 disadvantaged 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 in the end.Through the design,achieved the objective of the seismic forification,meet the project of the graduation design.
Keywords frames architectual design structural design anti-seismic design
建筑面积:6200m2
建筑层数:7层
建筑高度:29.1m
结构类型:框架结构
文件内容:计算书+图纸
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