文档介绍：摘要
本毕业设计题目是南昌市锦江中学教学楼建筑结构设计,该教学的总建筑面积约4293平方米,共五层,。本工程采用钢筋混凝土全现浇框架结构体系,基础采用地下独立基础。
本设计内容包括手算和电算两部分。其中手算部分计算书的主要内容为构件尺寸的初步确定、框架的计算简图、荷载横向侧移计算、框架在水平及竖向荷载作用的内力分析和计算、内力组合、截面设计及基础设计。其中计算水平地震力作用时采用底部剪力法,计算竖向荷载作用时采用弯矩二次分配法,截面设计采用第一极限状态设计方法。图纸共十七张,建筑七张,结构八张,施工两张。结构部分图有:结构总说明,桩基础布置图,板配筋图,梁配筋图,柱配筋图,楼梯配筋图,某榀典型中框架主体配筋图。
电算时,先用PKPM软件进行结构平面布置,检查平面数据,输入荷载数据,形成PK文件,画结构平面图;然后使用PK进行框架计算,输出框架、柱配筋图及内力计算结果。
在设计过程中采用了手算和电算两种方式,对计算结果就可以进行校核,及时发现设计中的错误以及与电算不同的部分,找出原因。
ABSTRACT
The theme of this graduation is structure design of an shool office building. The total building area is about 4293m2 and the total height . It consists of 4 stories .the building is a frame building made by reinforced concrete. Foundation use concrete column footing and the hole by machine.
The content of this design include two parts of handwork counting and automated counting pute. The handworker counting consists of several aspects, included preliminary selection of member size, counting model of frame, loads counting, lateral displacement counting of transverse frame, internal force analysis of horizontal loads and vertical loads, internal binations, design of section, check design of the foundation. Horizontal earthquake counting use the underlying shears way. Counting of vertical loads bending moment use double divided bending way. Design of section use ultimate condition way. Because this frame belongs to third class frame, I have not count intersection of point and have not obeyed the order of “Strong column and weak beam”. Drawings consist of 6 parts, layout map of standard layer foundations. There are three steps in the course of automated. First, make a model of the building by PMCAD; Second count the typical by PK; Last, count the whole space frame and put out the drawing that you wanted by TAT-8.
I use two of ways included handworker and automated counting in the course of counting. So I can check the result data and find the mistake or difference between handworker data and