沈阳某6层宾馆毕业设计（计算书+图纸）[面积4600]

毕设基本摘要

摘  要
本工程为沈阳顺昌宾馆，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0.40KN/M，基本雪压0.50KN/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。
关键词： 框架结构，抗震设计，荷载计算，内力计算，计算配筋

ABSTRACT
The project is for the hotel of Shenyang Shunchang.. a framework structure for a seven-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 0.40 KN / M, basic snow pressure 0.50KN/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.

建筑面积：4600m²
建筑层数：6层
建筑高度：20.7m
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
沈阳顺昌宾馆设计.pdf (1.26 MB, 下载次数: 5)

2015-11-2 14:20 上传

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