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    某市5层商务楼毕业设计(计算书+图纸+施组)[面积3884]

    资料分类:大阳城设计资料 - 建筑结构毕业设计范文参考资料 | 发布形式:资料共享 | 更新时间:2015-11-24 显示全部楼层

    毕设基本摘要

    摘   要
      本设计主要进行了建筑、结构、施工三方面的设计。建筑设计包括建筑方案和建筑施工图的绘制,本建筑设计一层为综合楼层,二层为餐厅,三到五层为客房,结构设计为本设计最主要的部分。结构部分取9号轴线所在的横向框架进行抗震和构件设计。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,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。施工部分进行了地基及主体的工程量计算,绘置了施工进度横道图和施工平面布置图。
    关键词:框架;结构设计;抗震设计;内力计算;构件配筋

    Abstract
    The main task of this thesis is to design a building in three aspects: construction,structure and the execution of construction. Architectural design and construction programme of construction plans drawn, structural design-based design of the most important part. In respect of construction,in accordance with the requirements of the construction schedule and the function of a hotel, the building will be divided into three parts. One is the first floor is the a multi-function hall.The secnd floor is  a public restaurant.The other part is from third to five floor,which will be designed into guest houses.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 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, then to compose the results obtained by manual computation into groups, find out the worst group or groups of internal force, and choose the safest result to calculate steel reinforcement and make drawings.,which will be the basis of protracting the reinforcing drawings of the components.In respect of execution of construction,to calculate the ground base and the quantities of straddle mounting construction,and make the transverse graph of project progress and draw the plane layout diagram.
    Keywords:frames;structural design;aseismic design;internal forces calculation;component reinforcement

    建筑面积:3884m2
    建筑层数:5层
    建筑高度:22.2m
    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

    计算书部分内容展示
    建筑结构毕业设计-某市5层商务楼毕业设计(计算书+图纸+施组)[面积3884](1) 计算书全.pdf (2.77 MB, 下载次数: 0, 售价: 1 积分)

    部分图纸截图
    建筑结构毕业设计-某市5层商务楼毕业设计(计算书+图纸+施组)[面积3884](2) 建筑结构毕业设计-某市5层商务楼毕业设计(计算书+图纸+施组)[面积3884](3) 建筑结构毕业设计-某市5层商务楼毕业设计(计算书+图纸+施组)[面积3884](4) 建筑结构毕业设计-某市5层商务楼毕业设计(计算书+图纸+施组)[面积3884](5) 建筑结构毕业设计-某市5层商务楼毕业设计(计算书+图纸+施组)[面积3884](6) 建筑结构毕业设计-某市5层商务楼毕业设计(计算书+图纸+施组)[面积3884](7)

    文件列表截图
    建筑结构毕业设计-某市5层商务楼毕业设计(计算书+图纸+施组)[面积3884](8) 建筑结构毕业设计-某市5层商务楼毕业设计(计算书+图纸+施组)[面积3884](9)
    建筑结构毕业设计-某市5层商务楼毕业设计(计算书+图纸+施组)[面积3884](10)
    建筑结构毕业设计-某市5层商务楼毕业设计(计算书+图纸+施组)[面积3884](11)


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