Design of the student apartment of Shaanxi province Business College
Abstract
Through this design, can be applied for the basic theory and professional knowledge learned in four years, deepen the expertise to grasp and understand,and have an overall andcomprehensive understanding of the architectural design and structural design. Through access to a variety of materials and building codes,building design, the structure of this project selection, structure arrangement,structure calculation and construction drawing, structure construction drawing, and then consolidate the basic knowledge and practical ability of professionalknowledge and comprehensive application.
This article is the Design of the administrative student apartment of Shaanxi Business College, located in the southern of Xi'an,the total construction area is 4000m2, The proposed 5 layer, the main structure is reinforced concrete frame structure, the seismic requirements for 8 degree fortification.
The design includes architectural design and structural design,when structural design take the transverse frame of second axis to Calculate.
The main program,including the following parts: 1、Determination of the structure.
2、The calculation of Load,including dead load,live load and earthquake load.
3、Interior force calculation and consititute of the lateral frame and the cross sections design of the components.
4、The structural design of foundation ,stair and slabs.
Keywords： architectural design structural design reinforced concrete frame structure
load interior force cross sections’ design
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目录
前言 .....................................................................................................(I) 毕业设计（论文）任务书 ............................................................... (II) 摘要 .................................................................................................. (IV) Abstract ............................................................................................. (V) 主要符号表 ......................................................................................... (I) 1 工程概况及建筑设计 .................................................................. (1)
1.1工程概况 ................................................................................................. (1)
1.1.1气象条件 ....................................................................................... (1) 1.1.2抗震设防 .................................................................................................... (1) 1.1.3工程地质条件 ............................................................................... (1) 1.2建筑设计 ................................................................................................. (1)
1.2.1结构选型 ....................................................................................... (1) 1.2.2平面设计 ....................................................................................... (2) 1.2.3立面设计 ....................................................................................... (2) 1.2.4剖面设计 .................................................................................................... (2)
2 结构布置及计算简图 .................................................................. (3)
2.1柱网布置 ................................................................................................. (3) 2.2框架结构承重方案的选择 ..................................................................... (3) 2.3梁、柱截面尺寸的初步确定 ................................................................. (4)
2.3.1梁截面尺寸的初步估算 ............................................................. （4) 2.3.2框架柱的截面尺寸的初步估算 ................................................. （5)
3 重力荷载代表值计算 .................................................................. (6)
3.1恒荷载标准值计算 ............................................................................... （6) 3.2活荷载标准值计算 ............................................................................... （6) 3.3梁、柱、墙、门和窗重力荷载值计算 ............................................... （7)
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3.4各层重力荷载值计算 ........................................................................... （7) 3.5荷载分类 ............................................................................................... （9) 3.6重力荷载代表值 ................................................................................... （9)
4 框架侧移刚度计算 .................................................................... (11)
4.1横向框架侧移刚度计算 ..................................................................... （11)
4.1.1横梁线刚度ib的计算 ................................................................. (11) 4.1.2柱线刚度ic的计算 ..................................................................... (11) 4.1.3柱侧移刚度计算 ......................................................................... (11)
5 水平地震作用下框架结构内力和侧移计算 ........................... (14)
5.1横向水平地震作用下框架结构内力和侧移计算 ............................... (14)
5.1.1横向自振周期计算 ..................................................................... (14) 5.1.2水平地震作用及楼层地震剪力计算 ......................................... (14) 5.1.3水平地震作用下的位移验算 ..................................................... (16) 5.1.4横向水平地震作用下框架内力计算 ......................................... (16)
6 竖向荷载作用下框架结构的内力计算 ................................... (19)
6.1横向框架内力计算 ............................................................................... (19)
6.1.1计算单元选取 ............................................................................. (19) 6.1.2荷载计算 ..................................................................................... (20) 6.2内力计算 ............................................................................................... (23)
6.2.1横向框架弯矩计算 ..................................................................... (23) 6.2.2横向框架内力组合 ..................................................................... (28)
7 截面设计 .................................................................................... (38)
7.1框架梁 ................................................................................................... (38)
7.1.1梁的正截面受弯承载力计算 ..................................................... (38) 7.1.2梁的斜截面受剪承载力计算 ..................................................... (42) 7.2框架柱 ................................................................................................... (43)
7.2.1剪跨比和轴压比验算 ................................................................. (43) 7.2.2柱正截面承载力计算 ................................................................. (43)
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7.2.3柱斜截面受剪承载力计算 ......................................................... (48) 7.3框架梁柱节点核芯区截面抗震验算 ................................................... (51)
8 楼梯设计 .................................................................................... (52)
8.1设计参数 ............................................................................................... (52) 8.2楼梯板计算 ........................................................................................... (52) 8.3平台板计算 ........................................................................................... (53) 8.4平台梁计算 ........................................................................................... (54)
9 楼板设计 .................................................................................... (56)
9.1设计参数 ............................................................................................... (56)
9.1.1楼板平面布置图如下 ................................................................. (56) 9.1.2荷载统计与计算 ......................................................................... (56) 9.2按塑性绞线法理论计算 ....................................................................... (57)
9.2.1弯矩计算 ..................................................................................... (57) 9.2.2配筋计算 ..................................................................................... (59)
10 基础设计 .................................................................................. (61)
10.1设计资料 ............................................................................................. (61) 10.2基础截面确定 ..................................................................................... (61)
10.2.1基础梁高 ................................................................................... (61) 10.2.2翼板厚度 ................................................................................... (61) 10.2.3基础长度 ................................................................................... (61) 10.2.4基础的底面宽度 ....................................................................... (62) 10.3基础梁内力计算 ................................................................................. (62) 10.4 基础配筋计算 .................................................................................... (64)
11 设计心得 .................................................................................. (67) 致 谢 .............................................................................................. (68) 参考文献 .......................................................................................... (69) 毕业设计（论文）知识产权声明 ................................................. (69)
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附录 外文原文及翻译 .................................... (错误！未定义书签。)
外文原文 ............................................................ (错误！未定义书签。) 翻译 ................................................................... (错误！未定义书签。)
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