六层框架结构公寓住宅楼工程设计(含建筑图,结构图)

六层框架结构公寓住宅楼工程设计(含建筑图,结构图)(选题审批表,任务书,开题报告,外文翻译,中期检查报告,计算书20000字,实习报告,17张图纸)
毕业设计说明书中文摘要
本设计主要讲述了淮安奥体国际星城8#住宅楼建筑结构设计的设计过程，它为钢筋混凝土框架结构。共六层，底层为车库，层高3米。建筑物总高度为20.7米。
本住宅楼属于建筑中的民用筑类，在设计计算中参考了较多的相关书目，并且严格按照建筑设计规范来完成建的。其主要分为两大部分：
第一部分为建筑设计。建筑设计是在总体规划的前提下，根据任务书的要求，综合考虑基地环境，使用功能，结构施工，材料设备，建筑设计及建筑艺术问题，解决建筑物的使用功能和空间的安排。依据建筑物的概念，建筑方针的原则，完成了住宅楼以下几方面的设计：建筑布局，基本单元设计，公共部分设计，空间组合设计，屋面设计，建筑立面设计及建筑防火设计等等。
第二部分为结构设计。结构设计由荷载计算，框架结构的受力分析，计算和设计，楼板设计，楼梯设计和基础设计等组成。该建筑的抗震设防烈度为7度，抗震等级为三级，考虑水平地震作用和风荷载对横向框架的影响，采用D值法计算内力。竖向荷载作用下，横向框架内力计算采用分层法计算，而内力组合比较了竖向荷载组合和竖向荷载与地震力组合时对框架梁，柱产生的不利影响，取两者中较大值对框架梁，柱进行截面设计。 [资料来源：www.doc163.com]

关键词 钢筋混凝土，框架，结构设计

毕业设计说明书外文摘要
Title The design of No.8 residential building of  the Ao Ti Guo Ji Xing Chen                                              
Abstract
This thesis tell the design processes of The design of No.9 residential building of the Ao Ti Guo Ji Xing Chen。It is six -layer reinforced concrete frame. It has six stories, the height of the first storey is 3 meters, and the height of other stories are all 3 meters. The height of the whole building is 20.7 meters.
  The teaching building belong to public buildings of civil building, in design of calculating consulting more relevant booKlists, and finished according to the design specification of the building strictly. This design is divided into two major parts mainly: [资料来源：http://Doc163.com]
  The first part is the architectural design。The architectural design is on the premise of master plan, according to the request of tasK booK, considering the base environment synthetically, the function of use, the structure constructs, material equipment, architectural design and artistic question of the building , solve the function of use of the building and arrangement in the space. Whether according to concept design of building, principle policy of building,the design should finish the following aspects. The overall arrangement of the building , the elementary cell is designed, the public part is designed, the space is made up and designed, the roofing is designed, the elevation design of the building and building fire prevention and design etc..
 The second part is structural design. Structural design is consisted by calculation of wind load ,design of frame, stair design, board design with the foundation designing etc. maKing up. Should build provide fortification against earthquaKes earthquaKe intensity 7 , antidetonation grade for being tertiary , consider horizontal earthquaKe function impact on horizontal frame and apply the method of for D calculate ,Vertical to load function, horizontal frame internal force calculate and adopt the method of to assign France, and internal force maKe up vertical to is it maKe up and not vertical to load with earthquaKe strength setting a  roof  beam  in  place  to  frame

Keywords:    reinforced concrete, frame, the design of the structure

工程概况
本结构为六层框架公寓，占地810m2，建筑面积4860m2。采用现浇钢筋混凝土结构，设计使用年限为50年。结构安全等级为二级。建筑抗震设防分类为丙类，抗震设计防烈度为7度，设计地震分组为第一组，框架的抗震等级为三级。室内设计标高为±0.00，室内外高差450mm。

平面设计
1.2.1建筑总平面布置
见图纸建筑设计总说明。
1.2.2 柱网布置
框架结构
1.3 剖面设计(见建筑施工图)
1.3.1 楼层层高
楼层层高3.0m
1.3.2 室内外高差
室内外高差0.45m
1.3.3 门、窗
均为铝合金门窗。
1.4 立面设计（见建筑施工图）
1.4.1 立面设计说明
1.4.2 外墙面做法

2 结构设计
2.1 结构方案的选择及结构布置
2.1.1 结构方案的确定
全现浇钢筋混凝土框架结构。
2.1.2 基础类型的确定
上部结构荷载不大，且地基比较均匀、地基承载力适中故可选独立基础设计。