xx市新城住宅楼毕业设计.doc
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xx市新城住宅楼毕业设计,摘要本毕业设计工程为xx市新城住宅楼，建筑面积为5203.1﹐，地上为10层，均为住宅使用。主体结构高度为29.00m，层高均为2.9m。抗震设防烈度按6度进行设计，场地类别为Ⅱ类，抗震设计分组为第一组。建筑设计主要对本住宅楼进行了平面、立面和剖面设计，根据建筑设计和相关规范条款给出合理的剪力墙布置图。结构设计主要在综...
内容介绍
此文档由会员 白痴学东西 发布
摘 要
本毕业设计工程为xx市新城住宅楼，建筑面积为5203.1㎡，地上为10层，均为住宅使用。主体结构高度为29.00m，层高均为2.9m。抗震设防烈度按6度进行设计，场地类别为Ⅱ类，抗震设计分组为第一组。建筑设计主要对本住宅楼进行了平面、立面和剖面设计，根据建筑设计和相关规范条款给出合理的剪力墙布置图。结构设计主要在综合考虑了结构在各种恒载、活载、风荷载以及地震荷载作用下的情形后，详细的分析了结构在风荷载和地震荷载作用下横向的各种性能，通过内力计算进行剪力墙结构内力组合，并进行最后的截面设计及构造要求。
关键词：剪力墙结构；住宅；抗震设计
Abstract
The graduation project for the Mishan City Metro Residential Building, construction area of 5203.1 ㎡, on the ground for ten-storey are for residential use. The height of the main structure is 29.00m, the average height of the floors are 2.9m. Seismic fortification intensity is designed according to 6 degrees , the site classification is Class Ⅱ, and the first group of aseismatic design . The architectural design of this house is mainly focus on the plane, facade and profile, the layout of the shear wall was made according to the architectural design and the relevant clause. The structural design of major structures have considered a variety of dead load, live load, wind load and seismic load cases, and analyzed the structure in the wind and seismic loads under a variety of cross-cutting performance in details. Through the calculation of the internal force to undertake the shear wall structure of the internal force and make the final section design and detailing requirements.
Key words: wall structure; housing; seismic design
目录
摘 要 I
ABSTRACT II
第1章 绪论 1
1.1设计依据及背景 1
1.2设计内容及方法 1
1.2.1 建筑设计和结构设计 1
1.2.2 设计方法分手算和电算 2
1.3工程特点 3
第2章 建筑设计 4
2.1概述 4
2.2工程简介 4
2.3建筑总平面设计 4
2.4建筑平面设计 5
2.4.1户型设计 5
2.4.2垂直交通设计 6
2.5水平交通设计 6
2.6建筑立面设计 7
2.6.1建筑体型的组合 7
2.6.2门的大小及位置的确定 7
2.6.3窗的大小及位置的确定 7
2.7建筑剖面设计 7
2.8主要建筑用料 8
2.9电梯配置情况 8
第3章 结构设计 9
3.1剪力墙结构设计 9
3.1.1 工程概况 9
3.1.2 设计资料 9
3.1.3 材料的选用及剪力墙截面尺寸的确定 9
3.1.4 剪力墙截面的类型判别及刚度计算 10
3.1.5 荷载计算与水平侧移验算 15
3.1.6 刚重比和剪重比验算 26
3.1.7 水平地震作用下结构内力计算 27
3.1.8 风荷载作用下结构内力计算 43
3.1.9 竖向荷载下结构内力的计算 51
3.1.10内力组合 59
3.1.11剪力墙的截面设计 63
3.2板内力和配筋计算 74
3.2.1 设计资料 74
3.2.2 双向板设计 74
3.3楼梯内力和配筋计算 79
3.3.1 计算简图及截面尺寸 79
3.3.2 设计资料 79
3.3.3 踏步板的设计 79
3.3.4 平台板的设计 81
3.3.5 平台梁的设计 82
结论 85
致谢 86
参考文献 87
DIRECTORY
ABSTRACT I
CHAPTER 1 INTRODUCTION 1
1.1 Design basis and background 1
1.2 Design contents and methods 1
1.2.1 Architectural design and structural design 1
1.2.2 Design and Computer Operator split 2
1.3 Engineering characteristics 3
CHAPTER 2 ARCHITECTURAL DESIGN 4
2.1 Overview 4
2.2 Project Profile 4
2.3 Architectural design of general 4
2.4 Architectural graphic design 5
2.4.1 Type design 5
2.4.2 Vertical transportation design 6
2.5 The level of traffic design 6
2.6 Facade design 7
2.6.1 Combination of building size 7
2.6.2 Doors to determine the size and location of 7
2.6.3 Window size and position determination 7
2.7 Architectural design profile 7
2.8 Main construction materials 8
2.9 Elevator configuration 8
CHAPTER 3 DESIGN 9
3.1The design of shear wall structure 9
3.1.1 Project overview 9
3.1.2 Design information 9
3.1.3 Material selection and the determination of shear wall section size 9
3.1.4 Type of discrimination and the shear stiffness of cross section calculations 10
3.1.5 Checking with the horizontal displacement of the load calculation 15
3.1.6 Just weight ratio and shear weight ratio check 26
3.1.7 Internal force under horizontal earthquake calculated 27
3.1.8 Wind load calculation of internal force 43
3.1.9 Internal forces under vertical load calculation 51
3.1.10 Combination of internal forces 59
3.1.11 Shear wall section design 63
3.2 Calculation of internal forces and reinforcement plate 74
3.2.1 Design information 74
3.2.2 Two-way plate design 74
3.3 Calculation of internal forces and reinforcement of the stairs 79
3.3.1 Sketch and section size calculated 79
3.3.2 Design information 79
3.3.3 Stepping board design 79
3.3.4 Board design platform 81
3.3.5 Design beam platform 82
CONCLUSION 85
THANKS 86
REFERENCES 87
本毕业设计工程为xx市新城住宅楼，建筑面积为5203.1㎡，地上为10层，均为住宅使用。主体结构高度为29.00m，层高均为2.9m。抗震设防烈度按6度进行设计，场地类别为Ⅱ类，抗震设计分组为第一组。建筑设计主要对本住宅楼进行了平面、立面和剖面设计，根据建筑设计和相关规范条款给出合理的剪力墙布置图。结构设计主要在综合考虑了结构在各种恒载、活载、风荷载以及地震荷载作用下的情形后，详细的分析了结构在风荷载和地震荷载作用下横向的各种性能，通过内力计算进行剪力墙结构内力组合，并进行最后的截面设计及构造要求。
关键词：剪力墙结构；住宅；抗震设计
Abstract
The graduation project for the Mishan City Metro Residential Building, construction area of 5203.1 ㎡, on the ground for ten-storey are for residential use. The height of the main structure is 29.00m, the average height of the floors are 2.9m. Seismic fortification intensity is designed according to 6 degrees , the site classification is Class Ⅱ, and the first group of aseismatic design . The architectural design of this house is mainly focus on the plane, facade and profile, the layout of the shear wall was made according to the architectural design and the relevant clause. The structural design of major structures have considered a variety of dead load, live load, wind load and seismic load cases, and analyzed the structure in the wind and seismic loads under a variety of cross-cutting performance in details. Through the calculation of the internal force to undertake the shear wall structure of the internal force and make the final section design and detailing requirements.
Key words: wall structure; housing; seismic design
目录
摘 要 I
ABSTRACT II
第1章 绪论 1
1.1设计依据及背景 1
1.2设计内容及方法 1
1.2.1 建筑设计和结构设计 1
1.2.2 设计方法分手算和电算 2
1.3工程特点 3
第2章 建筑设计 4
2.1概述 4
2.2工程简介 4
2.3建筑总平面设计 4
2.4建筑平面设计 5
2.4.1户型设计 5
2.4.2垂直交通设计 6
2.5水平交通设计 6
2.6建筑立面设计 7
2.6.1建筑体型的组合 7
2.6.2门的大小及位置的确定 7
2.6.3窗的大小及位置的确定 7
2.7建筑剖面设计 7
2.8主要建筑用料 8
2.9电梯配置情况 8
第3章 结构设计 9
3.1剪力墙结构设计 9
3.1.1 工程概况 9
3.1.2 设计资料 9
3.1.3 材料的选用及剪力墙截面尺寸的确定 9
3.1.4 剪力墙截面的类型判别及刚度计算 10
3.1.5 荷载计算与水平侧移验算 15
3.1.6 刚重比和剪重比验算 26
3.1.7 水平地震作用下结构内力计算 27
3.1.8 风荷载作用下结构内力计算 43
3.1.9 竖向荷载下结构内力的计算 51
3.1.10内力组合 59
3.1.11剪力墙的截面设计 63
3.2板内力和配筋计算 74
3.2.1 设计资料 74
3.2.2 双向板设计 74
3.3楼梯内力和配筋计算 79
3.3.1 计算简图及截面尺寸 79
3.3.2 设计资料 79
3.3.3 踏步板的设计 79
3.3.4 平台板的设计 81
3.3.5 平台梁的设计 82
结论 85
致谢 86
参考文献 87
DIRECTORY
ABSTRACT I
CHAPTER 1 INTRODUCTION 1
1.1 Design basis and background 1
1.2 Design contents and methods 1
1.2.1 Architectural design and structural design 1
1.2.2 Design and Computer Operator split 2
1.3 Engineering characteristics 3
CHAPTER 2 ARCHITECTURAL DESIGN 4
2.1 Overview 4
2.2 Project Profile 4
2.3 Architectural design of general 4
2.4 Architectural graphic design 5
2.4.1 Type design 5
2.4.2 Vertical transportation design 6
2.5 The level of traffic design 6
2.6 Facade design 7
2.6.1 Combination of building size 7
2.6.2 Doors to determine the size and location of 7
2.6.3 Window size and position determination 7
2.7 Architectural design profile 7
2.8 Main construction materials 8
2.9 Elevator configuration 8
CHAPTER 3 DESIGN 9
3.1The design of shear wall structure 9
3.1.1 Project overview 9
3.1.2 Design information 9
3.1.3 Material selection and the determination of shear wall section size 9
3.1.4 Type of discrimination and the shear stiffness of cross section calculations 10
3.1.5 Checking with the horizontal displacement of the load calculation 15
3.1.6 Just weight ratio and shear weight ratio check 26
3.1.7 Internal force under horizontal earthquake calculated 27
3.1.8 Wind load calculation of internal force 43
3.1.9 Internal forces under vertical load calculation 51
3.1.10 Combination of internal forces 59
3.1.11 Shear wall section design 63
3.2 Calculation of internal forces and reinforcement plate 74
3.2.1 Design information 74
3.2.2 Two-way plate design 74
3.3 Calculation of internal forces and reinforcement of the stairs 79
3.3.1 Sketch and section size calculated 79
3.3.2 Design information 79
3.3.3 Stepping board design 79
3.3.4 Board design platform 81
3.3.5 Design beam platform 82
CONCLUSION 85
THANKS 86
REFERENCES 87
