三层5100平米钢框架结构休闲娱乐中心设计

三层5100平米钢框架结构休闲娱乐中心设计(计算书18000字,CAD建筑图4张,结构图8张)
摘 要
本建筑为拟建于大庆市开发区的夏宫休闲娱乐休闲中心，总建筑面积为5184m2。主体高度12.6m，由游泳池及洗浴办公区构成。场地类型为Ⅱ类场地，地震分组为第二组，抗震烈度为7度。
设计内容主要包括：建筑设计和结构设计。
建筑设计部分包括总体布局、平面与竖向交通、建筑朝向与选型以及防火和疏散要求。主要进行了建筑设计构思，平面布局、立面设计、剖面设计以及防火和疏散设计。平面布局合理、立面简洁大方，满足功能要求。
结构设计部分包括：结构布置、荷载计算、内力组合、钢框架设计、网架设计以及基础设计。
完成了该建筑的结构设计说明书及部分施工图。本建筑上部结构采用钢结构体系，下部采用独立基础。

关键词：钢结构；建筑设计；内力组合；钢框架；独立基础

Abstract
This building is a tier steel frame structural recreation ground, which is to be built in the Summer palace of Daqing City. Its total area is 5184 square meters. Its overall height is 12.4 meters and constructed with the swimming pool and office area. The area is the second type area, and the second group in earthquake resistance intensity.
This article includes two parts that are architecture design and structural design.
Architecture design includes the total layout, plane and the perpendicular transportation, the orientation of the building and chooses the size, and the design of fireproof and dispersion. the plane’s arrangement is reasonable,and its semblance is succinct and generous，which satisfies the function’s requirement.
The structure design includes what is following as the structure arrangement, the calculation of loads, the combination of the internal forces, the calculation of the frame; the calculation of the crane’s beam and the calculation of column and foundation. The method of bottom shearing force is used to calculate the lateral seismic action. In according to the geologic condition, spread foundation is adopted.
Through the calculating and designing, the instruction of structure design of the building and some construction plans are finished. The structure system of all steel frames is adopted in the building’s top structure and the spread foundation is adopts in its foundation structure.

 Key words: Steel structures; architecture design; the combination of the internal forces; structure steel frame; spread foundation

设计资料
大庆市开发区夏宫休闲娱乐中心，该厂房建筑物为局部三层，三层部分采用钢框架结构，单层部分采用大空间网架结构；长60m，宽度48m；共有4榀钢框架，柱距6.0m,屋面彩板坡度2%，网架部分屋面坡度为2%；地震设防烈度为7级，设计地震分组为第二组，设计地震基本加速度值0.05g。另附平面布置图，见图2-1；框架形式及框架尺寸见图2-2。钢框架屋顶为彩色钢板夹聚苯乙烯保温板，空间网架上空为有机玻璃。
 

目 录
第1章 建筑设计    1
1.1 夏宫休闲娱乐中心组成    1
1.2平面设计    1
1.3 剖面设计    2
1.4立面设计及内部空间处理    3
第2章 结构设计    4
2.1 荷载计算    4
2.2 钢框架设计    7
2.3 组合楼板设计    51
2.4 网架设计    55
2.5 檩条设计    63
2.6 基础设计    65
结 论    69
参考文献    70
致 谢    71