某工厂综合楼结构设计

范文编号:TM074   范文字数:16317,页数:106  附开题报告，文献综述，外文翻译，CAD图

 摘 要
 
 本次文档设计为某工厂综合楼结构设计，根据建筑设计、工艺使用、抗震要求、施工技术、场地条件等确定合理的结构方案和结构布置方案，确定主梁、次梁、楼面、屋面、楼梯及其他承重构件和非承重构件形式。
 结构设计大体分为三个阶段：
 结构方案阶段：根据建筑物的重要性，抗震设防烈度，建筑场地类别，建筑层数和高度等确定建筑结构形式。本工程可采用框架结构。
 结构计算阶段：包括荷载计算，内力计算和构件计算。
 施工图设计阶段：根据上述计算结果确定构件布置和构件配筋以及根据规范要求来确定结构构件的构造措施。

关键词：框架；结构设计；荷载计算；构件配筋

The structural design of a factory’s comprehensive building

Abstract

 This graduation designed a factory comprehensive building structure design, The structural design according to the requirements of the design of the building, technics use, anti-vibration, the supply of the spotting material, the ability of construction, the conditions of the spotting land quality and so on, we can ascertain the reasonable plan of the structure and the structure collocation. Meanwhile, we can make sure the forms of the bearing components and non-bearing components, such as main beam, piece beam, floor, house, stairs, and so on.
 The stage of the structural design can be divided into three stages on the whole:
 1. Structural scheme stage: According to the importance of the building, providing fortification against earthquakes in the earthquake intensity, the geologic prospect report of the project of the building site, classification and height and storey of the building of the building field are counted to confirm the structural form of architecture, what this project is adopted is frame structure.
 2. Calculate stage in structure: Including loading and calculating, the internal force is calculated and calculated with the component.
 3. Construction drawings design phase: According to described above result of calculation, come, confirm component assign with component mixing muscling and coming, confirming structural structure measuring of component according to the request of norm finally.
Keywords：Frames; Structural design; Load and calculate;
  Component reinforcement
目录
中文摘要 ⅰ
英文摘要 ⅱ
1 绪论 1
1.1　工程概况 1
1.2　屋面做法 1
1.3　楼面做法 1
1.4　地面做法 2
1.5 墙面做法 2
1.6　设计资料 3
2 框架结构设计及布置简图 4
2.1 结构承重方案的选择 4
2.2 主要构件选型及尺寸初步估算 4
2.3 结构计算简图 7
3 楼盖设计 10
3.1 设计资料（以第二层楼盖为例） 10
3.2 楼盖结构平面布置图（以第二层楼盖为例） 10
3.3 板的设计 11
4 屋盖设计 17
4.1 设计资料 17
4.2 楼盖结构平面布置图 17
4.3 屋面板的设计 18
5 恒荷载内力计算 24
5.1 恒荷载计算 24
5.2 恒荷载下固端弯矩计算 32
5.3 框架恒载下的弯矩计算 35

5.4 框架恒载下剪力轴力计算 47
6 活荷载内力计算 51
6.1 活荷载计算 51
6.2 活荷载下固端弯矩计算 54
6.3 活荷载下弯矩计算 56
6.4 活荷载下剪力轴力计算 61
7 风荷载内力计算 65
7.1 风荷载计算 65
7.2 风荷载内力计算 67
7.3 各柱反弯点高度计算 72
7.4 右风荷载作用下内力计算 73
8 内力组合 66
9 截面设计 78
9.1 梁截面设计 78
9.2 柱截面设计 80
10 基础设计 85
10.1 荷载计算 85
10.2 单桩竖向承载力特征值及桩长计算 86
10.3 单桩受力验算 87
10.4  承台计算 88
11 楼梯设计 89
11.1 基本资料 89
11.2 梯段板设计 89
11.3 平台板设计 91
11.4 平台梁设计 92
结束语 98
致 谢 99
参考文献 100

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