唐山市某区国税局5层办公楼建筑结构设计（计算书+图纸）[面积5176]

毕设基本摘要

唐山市汉沽区国税局办公楼建筑结构设计
摘要
本设计主要分两部分,一是建筑的设计:根据任务书及规范要求制定建筑方案,在满足安全及使用功能的情况下,尽量做到舒适、美观、经济。二是结构的设计计算,主要进行一榀框架的设计计算。
结构设计中，在确定框架布局之后，先进行了层间荷载代表值的计算,接着利用经验公式法求出自振周期，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： 现浇框架，结构设计，抗震设计, 柱下独立基础

The Structral Design and Architectural Design of The Taxman Office Building in Hangu of Tangshan
ABSTRACT
This design has two parts,architectural design and structural design.In the architectural design part,the architectural plan is decided according to the task document and national standards.firstly,this plan should be safe and functional,then being comfortable and beautiful is required. In the structural design part,the major work is design and calculation of one piece of frame.
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 :  monothilic frames，structural design，anti-seismic design, independent foundation under column

建筑面积：5176m²
建筑层数：5层
建筑高度：15m
结构类型：框架结构
文件内容：计算书+图纸

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2015-11-30 11:56 上传

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