《六层框架结构公寓住宅楼工程设计(含建筑图,结构图).doc》由会员分享，可在线阅读，更多相关《六层框架结构公寓住宅楼工程设计(含建筑图,结构图).doc（26页珍藏版）》请在三一办公上搜索。
1、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 .六层住宅楼设计(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
2、.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
3、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。 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 &nb
4、sp; AbstractThis thesis tell the design processes of The design of No.9 residential building of
5、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 bu
6、ilding, 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: The first part is the architectural design。The architectural design is on the premise of master
7、 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. Whethe
8、r 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 de
9、sign 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 agains
10、t 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,
11、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
12、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3.0m1.3.2 室内外高差室内外高差0.45m1.3.3 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
13、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。 内容简介 本设计是设计设有双层重级工作制吊车的单跨厂房。其内容包括刚结排架、柱、屋架、托架、吊车梁、制动桁架、辅助桁架、抗风柱、抗风桁架、柱间支撑以及节点连接等计算。并附有柱、吊车梁及屋盖平面布置图以及柱子安装节点图、吊车梁施工图和屋架图。厂房的设计参数如下：厂房跨度 37m柱子间距 排架柱的间距为12m（每6m设有墙架柱），山墙抗风柱间距为6m 屋架间距 6m（设有跨度为12m的托架） 屋面结构 采用1.5m6m的预应力钢筋混凝土大型屋面板（无檩体系） 上层吊车 设有两台Q200t/30t重
14、级工作制吊车 上层吊车轨高 27.54m 下层吊车 设有两台50t/20t轻级工作制吊车 下层吊车轨高 18.54m 基本风压 30kg/ 基本雪压 50kg/ 使用钢材 除吊车梁采用Q345钢(16Mn)外,其它构件均为Q235 墙面材料 采用1.2m6m0.16m厚的钢筋混凝土空心墙板 文件组成及目录 正文（共88页）、CAD图纸（共14张A3图纸） 目录及介绍 1刚结排架计算 2钢柱计算 3下层吊车梁系统计算 4与柱钢接的36m屋架计算 5.12m托架计算 6墙架结构计算 7柱间支撑计算 8基础计算 根据上述对柱子的强度和稳定性的计算结果 附表 11 附表 12 杆件截面选择
15、表 CAD图纸（共14张A3） 安装施工说明书 剖面 吊车梁 基础布置图 基础详图 屋架dd 平面图 柱子二 柱子安装四五 柱子安装节点图（一） 柱平面布置图 立面 节点图三 摘要本毕业设计遵循先、后结构、再基础的设计过程，根据任务书和指导书的要求，完成桂林晨华综合办公楼（钢筋混凝土框架—剪力墙结构）的、结构设计。建筑图包括总平面图及说明，首层、标准层和屋顶平面图，正立面和背立面图，楼梯和电梯井的剖面图，以及若干详图。各图均按规范要求设计。本工程结构设计时密切结合建筑设计，力求经济合理，在框架结构体系中适当布置钢筋混凝土剪力墙，作为抗侧力构件与框架协调工作，使结构具有
16、良好的抗震性能。结构分析的重点在于框架和剪力墙的协同工作分析。考虑毕业设计的特殊要求，以手算为主、电算为辅。结构设计包括以下七个部分：结构刚度计算；水平地震作用效应分析；竖向荷载作用下框架和剪力墙内力计算；荷载效应组合；截面设计与配筋计算；楼梯设计；梁板设计。计算书的主要内容有：完成现浇楼板局部单元板的设计（包括手工进行荷载计算、内力分析及配筋计算，电脑绘出施工图）；根据建筑要求完成其它楼层结构布置，应用SATWE程序进行电算，并在结构布置施工图中，应用平法表示标出梁、板、柱和框架的编号、板厚及配筋；人工计算完成框架—剪力墙结构协同工作分析、结构侧移计算、剪力墙受力分析与截面设计、
17、框架受力分析与截面设计（包括内力分析、水平荷载与竖向荷载的计算和组合、截面配筋并绘制施工图）；应用设计软件完成分析、设计，对比分析电算和手算的主要成果。 毕业设计的成果符合现行规范的要求，因而是合理可行的。关键词： 高层建筑；钢筋混凝土结构；框架—剪力墙结构；综合办公楼；建筑与结构设计Abstract: This graduation project follows and builds, and then structure, more basic design process first, according to the request of task book and gu
18、ide book, finish the building design and structural design of reinforced concrete frame - shearwall structure’s Guilin chenghua comprehensive building.The construction drawing of the building including general layout and proving, first storey, standard storey and roof plane figure, straight el
19、evation and reciting elevation, the section systems of the stair and lift well, and several detail drawings. Every drawing is designed according to the requirement of standardizing and approved by teacher.Combine the architectural design closely at the time of the structural design in this project,
20、strive to make economy and rational, assign the reinforced concrete shearwall in the structural system of the frame appropriatly, as resist side force component work together with frame coordinate, and make the structure have good antidetonation performance. Focal point that structure analyze lie in
21、 frame and shearwall work to analyze in coordination. Consider special requirement of graduation project, rely mainly on the fact that hands can be regarded as, electricity charge for complementing. The structural design is composed of seven parts: Structural rigidity is calculated; Function effect
22、analysis of the horizontal earthquake; The verticality loads function and makes the frame and cuts the wall internal force of strength calculated; Load the effect association; The section is design and worthy of the muscle to calculate; The stair is designed; The roof beam board is designed .The mai
23、n content of calculating book is as follows, finish one cast-in-place floor some unit design of board (include handwork to carry out load calculation, force analysis and match tendon to calculate, computer paints construction picture); Require to finish the layout of the structure of other floors according to building, employ SATWE procedure to calculate the elec
