教师公寓建筑与结构设计+计算书+CAD图纸
关键词：剪力墙结构；高层建筑；公寓楼6856
Xijiang college the new campus teachers apartment building and structure design
Abstract
With the economic development and population increasing,construction land is increasingly getting tense, and tall building are getting higher and higher. To meet the requirements of conditions, such as seismic, structural from has also developed continuously, on a wide range of shear wall structure for high-rise buildings. To meet the requirements such as seismic conditions,the shear wall structure form on a wide range for high-rise building has developed continuously. Therefore,it is significance to study the theory and practices of the mechanical properties of the tall residential shear wall structures. The design for the new campus of Xijiang college teachers apartment building and structure design. Construction area of 6500 square meters, the underground floor, the ground layer 11, 3.15 meters high,and 35.8 meters high. The design after determinating shear-wall structure layout has carried on the first level the calculating the gravity load, calculating the wind load and calculating the function of level earthquake. According to calucating the structural endogenous force of the level earthquake,the wind load, the vertical load ,carried on the endogenic force combination,,then selected the safest result computation to match the muscle and to draw a chart. The entire structure in the design process, the strict deference related specialized standard request, the reference correlation data and the related newest national standards standard, carries on the synthesis comprehensive scientific nature consideration to design each link. In brief, is suitable, the security, the economy, easy to operate is this design principle.
Key word: Shear wall structure; tall building; apartment block
目录
摘要••3
Abstract•4
一、 绪论及工程概况•5
二、 建筑设计部分8
三、 设计依据及设计计算辅助软件14
四、 荷载统计15
五、 楼梯计算23
吹冰、 建筑结构总信息（Wmass）•28
七、 周期、地震力、振型（Wzq）••45
八、 结构位移文件（Wdisp）75
九、 基础设计95
十、 结论•99
十一、 致谢••100
十二、 参考文献•101
新校区教师公寓建筑与结构设计摘要
1绪论及工程概况
1.1高层剪力墙的特点
1.1.1剪力墙结构特点
剪力墙结构的建筑物是由一系列剪力墙纵横相交，既作为承重结构又作为分离和围护的结构类型，剪力墙建筑物一般采用钢筋混凝土作为材料，墙体的厚度减薄并且具有较大的平面刚度，同时由于剪力墙纵横交错起来，整体刚度比框架的大得多，这就为其抵抗高层建筑强劲的风荷载及地震力提供了得天独厚的条件。由于剪力墙布置规律必然形成大量小开间重复排列的格局，并且墙上开洞会受到一定的限制，所以这就要求建筑空间组合类型与之相吻合。