陕西某地6层中学实验楼毕业设计（计算书+图纸）[面积6000]

毕设基本摘要

摘 要
本设计主要进行了结构方案中横向框架的抗震设计，确定了框架的布置简图以后，先进行重力荷载代表值计算，然后利用顶点位移法求出框架自震周期，从而运用底部剪力法算出水平地震荷载作用下的力的大小，进而求出在水平荷载作用下的结构内力：包括弯矩，剪力，轴力。然后计算竖向荷载(恒荷载及活荷载)作用下的结构内力，并进行内力组合，在其中找出最不利的一组内力进行进行分析之后即可选取最安全的结果进行配筋计算并绘制配筋图。除此之外，还进行了楼梯设计，楼板设计和基础设计，完成了构件内力计算和配筋图的绘制。
关键词：结构方案；框架；抗震设计。

Abstract
The purpose of the design is to do the anti-seismic design in the longitudinal frames. 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, 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 in the end.
Keywords: Structure scheme; Frame; Seismic dseign

建筑面积：6000m²
建筑层数：6层
建筑高度：23.4m
结构类型：框架结构
文件内容：计算书+图纸+开题报告

计算书部分内容展示
毕业设计.pdf (5.64 MB, 下载次数: 1, 售价: 1 积分)

2015-12-1 11:36 上传

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