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摘要本毕业设计题目地震分级中心建筑结构设计。工程位于某内陆城市中心区域，该建筑主体八层,一层层高为5.1m，二—八层层高为3.6m。总建筑面积为5000m2，建筑高度为28.80m，耐火等级为二级，地震设防烈度为7度，设计使用年限为50年。50046
在建筑设计方面，本设计从结构的抗震及防火要求等方面考虑，采用了最简单的一字形的建筑风格，主要通过立面设计来改变建筑造型，做到了既美观有安全的建筑设计。且各方面均满足办公楼建筑设计及功能要求。
在结构设计方面，PKPM结构计算软件为主，以手算为辅，进行了结构内力的有效计算本。设计主要根据设计建筑物场地类别和当地抗震设防烈度的要求，把结构体系布置的均匀、对称，完成建筑图后对建筑物结构进行了PKPM电算。
本工程为钢筋混凝土框架结构体系，基础采用了柱下独立基础，形式为现浇钢筋混凝土阶形基础。根据工程地质条件等综合考虑，基础埋深取为1.05m。本设计遵照国家现行建筑结构设计规范中的规定，参照标准图集，完成了如下建筑和结构图纸的绘制：建筑图纸包括了底层平面图、二层平面图、标准层平面图、建筑立面图及建筑剖面图。结构施工图纸包括了底层楼板结构配筋图、梁平面配筋图、柱平面配筋图、楼梯配筋图、基础结构平面布置及详图。
本设计满足了“适用、安全、经济、美观”的基本要求，平面布局合理、功能齐全、造型美观。
毕业论文关键词：建筑设计；结构设计；截面设计；基础设计；PKPM软件
Abstract
The graduation design topic earthquake classification center building structure design. Project is located in an inland city center area, the main building of the eight layer, a layer of high 5.1m, two - eight layers of high as 3.6m. The total construction area is 5000m2, the height of the building is 28.80m, the fire resistance level is two, the earthquake intensity is 7 degrees, the design service life is 50 years.
In architectural design, the design from the aspects of structure earthquake resistance and fire protection requirements consideration, a most simple one glyph architectural style, mainly through the vertical design to change architectural style, do the safety of architectural design is beautiful. And all aspects of building design and functional requirements to meet office buildings.
In the structure design, the PKPM structure calculation software is given priority to, with the hand as the auxiliary, carries on the structural internal force of the effective calculation of the. The design is mainly based on the design of the building site category and the requirements of the local seismic fortification intensity, the structure of the system layout of the uniform, symmetrical, complete the construction of the building structure after the PKPM calculation.
This project is a reinforced concrete frame structure, based on the foundation of an independent foundation under the column, the form of reinforced concrete foundation. According to the engineering geological conditions and other comprehensive consideration, the foundation buried depth is 1.05m. The design in accordance with the provisions in the current national code for design of building structure, referring to standard atlas, complete the following the architectural and structural drawings drawing: architectural drawings including the bottom plane figure, second floor plans, standard layer plane, elevation of building and building section. Bottom slab reinforcement plans, plane beam with bar charts, column of the plane
with bars, staircases reinforcement drawing, infrastructure layout and details are included in the construction drawings.
The design meets the requirements of the application, security, economy and aesthetics. The layout is reasonable, the function is complete, and the appearance is beautiful.