某市6层框架宾馆毕业设计(计算书+图纸)[面积5000]

本帖最后由 JD天王星 于 2015-11-6 10:33 编辑

毕设基本摘要

摘   要
本工程为常德市君逸宾馆,采用框架结构,主体为六层,本地区抗震设防烈度为7度,近震,场地类别为II类场地。主导风向冬季西北风,夏季东南风,基本风压0.35KN/M,基本雪压0.5KN/M。楼﹑屋盖均采用现浇钢筋混凝土结构。
本设计贯彻“实用、安全、经济、美观”的设计原则。按照建筑设计规范,认真考虑影响设计的各项因素。根据结构与建筑的总体与细部的关系。
本设计在确定框架布局之后,先进行了层间荷载代表值的计算,接着利用顶点位移法求出自震周期,进而按底部剪力法计算水平地震荷载作用下大小,进而求出在水平荷载作用下的结构内力(弯矩、剪力、轴力)。接着计算竖向荷载(恒载及活荷载)作用下的结构内力。是找出最不利的一组或几组内力组合。 选取最安全的结果计算配筋并绘图。此外还进行了结构方案中的室内楼梯的设计。完成了平台板,梯段板,平台梁等构件的内力和配筋计算及施工图绘制。对楼板进行了配筋计算,本设计采用边柱独立基础及中柱联合基础,对基础进行受力和配筋计算。
施工组织设计就是针对施工安装过程的复杂性,用系统的思想并遵循技术经济规律,对拟建工程的各阶段、各环节以及所需的各种资源进行统筹安排的计划管理行为,本设计的施工组织设计重点在进度控制、质量控制和安全控制。
关键词: 框架结构,抗震设计,荷载计算,内力计算,计算配筋,施工组织

ABSTRACT
This works for the city of Changsha City Feida materials company office building, a framework structure for a five-storey main, in the region earthquake intensity of 7 degrees near Lan site classification as Class II venues. Led to the southwest direction, the basic Pressure 0.35 KN / M, basic snow pressure 0.5KN/M. Floor roof were using cast-in-place reinforced concrete structure.
The design and implement "practical, security, economic, aesthetic," the design principles. With the architectural design, design seriously consider the influence of the various factors. According to the structural and architectural detail and the overall relationship.
The design of the main structure of the program in determining the distribution framework, the first layer of representative value of the load, Then use vertex from the displacement method for earthquake cycle, and then at the bottom of shear horizontal seismic load calculation under size, then calculated the level of load under the Internal Forces (bending moment, shear and axial force). Then calculate vertical load (constant load and live load) under the Internal Forces. Identify the most disadvantaged group or an internal force several combinations. Select the best safety results of the reinforcement and Mapping. In addition, the structure of the program indoor staircase design. Completion of the platform boards, boards of the ladder, platform beam component and the reinforcement of internal forces calculation and construction mapping. On the floor reinforcement calculation, the use of Independent foundation and unit foundation design, foundation caps for the force and reinforcement calculation.
The construction organization design is the complexity that aims at the construction gearing process, using the thought of the system and follow economic regulation of technique, carry on the plan management behavior that orchestrates an arrangement to each stage,each link that draws up to set up engineering and various resources need, the construction organization design point of[with] this design controls in the progress,the quality control and safe control.
KEY WORDS:Frame Structure,Seismic Design ,Load Calculation,  Internal force calculation, Calculation reinforcement,start construction to organize

建筑面积:5000m2
建筑层数:6层
建筑高度:23.7m
结构类型:框架结构
文件内容:计算书+图纸

计算书部分内容展示
建筑结构毕业设计-某市6层框架宾馆毕业设计(计算书+图纸)[面积5000](1) 计算书.pdf (1.55 MB, 下载次数: 8)

部分图纸截图
建筑结构毕业设计-某市6层框架宾馆毕业设计(计算书+图纸)[面积5000](2) 建筑结构毕业设计-某市6层框架宾馆毕业设计(计算书+图纸)[面积5000](3)

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建筑结构毕业设计-某市6层框架宾馆毕业设计(计算书+图纸)[面积5000](4)

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