毕设基本摘要
建筑面积:4402m2
建筑层数:5层
建筑高度:23.7m
结构类型:框架结构
文件内容:计算书+图纸
摘要
本毕业设计题目为公司办公楼设计,建筑面积 ,结构总层数为五层,首层层高4.2m,标准层层高3.9m,建筑总高度为23.7m,采用框架结构,基础为独立基础,抗震设防烈度为7度,设计使用年限50年。
建筑设计部分依据建筑功能,经济美观,总体规划的原则,参照国家相应标准规范要求,完成了建筑平面设计,并在此基础上进行了立面、剖面、建筑详图的设计。结构设计部分进行了截面尺寸估算,荷载计算,内力计算,内力组合,梁柱截面设计,以及板、楼梯、基础构件设计。其中荷载计算包括恒荷载、活荷载、风荷载和水平地震作用计算。内力计算部分采用结构力学求解器计算。
关键词:框架结构;混凝土;内力组合;结构设计
ABSTRACT
The graduation design topic for office building design, construction area, structure layer to five layers, the first floor storey 4.2m, the standard layers, 3.9m, building a total height of 23.7m, adopts the frame structure, foundation is an independent foundation, seismic fortification intensity is 7 degrees, the design using age 50 years.
Architectural design according to the architectural functional, aesthetic, economic, the principle of overall planning, according to the requirement of national standard specification, completed the construction plan design, and on this basis were elevation, section, architectural detail design. The structure design section has the section size estimation, the load calculation, the internal force calculation, the internal force combination, the beam column section design, and the plate, the stairs, the foundation member design. The load calculation includes the calculation of constant load, live load, constant load and horizontal earthquake.. Calculation of internal force calculation using structural mechanics solver.
Keywords: Frame Structure; Concrete; internal force make up; Structure Design
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