某小区一栋12层高配筋混凝土小砌块塔式住宅楼设计

^论文编号:TM007  ^论文字数:21869,页数:117

摘要
 社会的进步与发展以及城市化进程的加速而带来的城市用地日趋紧张，更由于商业竞争的激烈化，高层建筑的需求日趋增长。近年来，新的高层建筑的结构材料和结构体系的出现，也为高层住宅体供了新的平面布置形式，建筑结构的形式也日趋多样化。
 本设计为位于位于哈尔滨某住宅小区的一栋12层高的配筋混凝土小砌块塔式住宅楼，长25.8米，宽22.8米，高33.6米，每层有5户，
 结构选用配筋砌块剪力墙结构来承担竖向荷载的作用，以减少结构的变形和为了更加安全的承担荷载。所有的构件均为混凝土构件，构件中设有暗柱。基础采用箱形基础。

关键词　高层住宅；配筋混凝土砌块; 箱型基础
Abstract
 with the acceleration of progress along with the progress and developments and cities of the society,  the ground that the city is becoming gradually nervous, because of the intensification in business competition, the need of architectural key figures is increase gradually. In recent years, the emergence of the new structure of architectural key figures material and the structure systems, also provided for new flat surface to arrange for the high residence body form, building the form of the structure is also gradually becoming more diverse.
  This design is 12 story highs tower building which is constituted with  reinforced concrete masonry shear walls located in Harbin.。It is 25.8 meters  long, 22.8 meters wide, 33.6 meters high, and there are 5 families per unit floor area.
 In order to reduce the deformation of the shear-wall and undertake the height more safely, the structure chooses the reinforced concrete masonry shear walls to resist the gravity loading from the weight of the building and its contents. All parts of this building are made of concrete, and there are columns in the wall. Foundation is a box- fundation.

Keywords　 tall building  reinforced concrete masonry shear walls      box- fundation.
不要删除行尾的分节符，此行不会被打印
目录
摘要 I
Abstract II
第1章 绪论 1
1.1 课题背景 1
第2章 建筑设计及结构布置 2
2.1 设计项目名称及简介 2
2.2 设计任务 3
2.3 建筑设计 4
2.4 结构布置 6
第3章 结构计算 10
3.1 概述 10
3.2 墙体等效刚度计算 10
3.3 荷载汇集 30
3.4 各层重力荷载标准值汇总 36
3.5 水平地震作用计算 37
3.6 地震作用下结构水平位移 40
3.7 构件内力计算及组合（以Q10和Q1为例） 40
3.8 主要构件的设计计算 50
第4章 地基基础的设计与计算 70
4.1 概述 70
4.2 箱形基础尺寸及构造的确定 70
4.3 地基的强度及变形验算 72
4.4 箱形结构计算 75
结论 81
致谢 82
参考文献 83
附录1 工程地质资料（四） 84
附录2  PKPM电算结果 87 

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