摘 要

本畢業(yè)設(shè)計工程為xx市新城住宅樓，建筑面積為5203.1㎡，地上為10層，均為住宅使用。主體結(jié)構(gòu)高度為29.00m，層高均為2.9m。抗震設(shè)防烈度按6度進行設(shè)計，場地類別為Ⅱ類，抗震設(shè)計分組為第一組。建筑設(shè)計主要對本住宅樓進行了平面、立面和剖面設(shè)計，根據(jù)建筑設(shè)計和相關(guān)規(guī)范條款給出合理的剪力墻布置圖。結(jié)構(gòu)設(shè)計主要在綜合考慮了結(jié)構(gòu)在各種恒載、活載、風荷載以及地震荷載作用下的情形后，詳細的分析了結(jié)構(gòu)在風荷載和地震荷載作用下橫向的各種性能，通過內(nèi)力計算進行剪力墻結(jié)構(gòu)內(nèi)力組合，并進行最后的截面設(shè)計及構(gòu)造要求。

關(guān)鍵詞：剪力墻結(jié)構(gòu)；住宅；抗震設(shè)計

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

目錄

摘 要 I
ABSTRACT II

第1章 緒論 1
1.1設(shè)計依據(jù)及背景 1
1.2設(shè)計內(nèi)容及方法 1
1.2.1 建筑設(shè)計和結(jié)構(gòu)設(shè)計 1
1.2.2 設(shè)計方法分手算和電算 2
1.3工程特點 3
第2章 建筑設(shè)計 4
2.1概述 4
2.2工程簡介 4
2.3建筑總平面設(shè)計 4
2.4建筑平面設(shè)計 5
2.4.1戶型設(shè)計 5
2.4.2垂直交通設(shè)計 6
2.5水平交通設(shè)計 6
2.6建筑立面設(shè)計 7
2.6.1建筑體型的組合 7
2.6.2門的大小及位置的確定 7
2.6.3窗的大小及位置的確定 7
2.7建筑剖面設(shè)計 7
2.8主要建筑用料 8
2.9電梯配置情況 8
第3章 結(jié)構(gòu)設(shè)計 9
3.1剪力墻結(jié)構(gòu)設(shè)計 9
3.1.1 工程概況 9
3.1.2 設(shè)計資料 9
3.1.3 材料的選用及剪力墻截面尺寸的確定 9
3.1.4 剪力墻截面的類型判別及剛度計算 10
3.1.5 荷載計算與水平側(cè)移驗算 15
3.1.6 剛重比和剪重比驗算 26
3.1.7 水平地震作用下結(jié)構(gòu)內(nèi)力計算 27
3.1.8 風荷載作用下結(jié)構(gòu)內(nèi)力計算 43
3.1.9 豎向荷載下結(jié)構(gòu)內(nèi)力的計算 51
3.1.10內(nèi)力組合 59
3.1.11剪力墻的截面設(shè)計 63
3.2板內(nèi)力和配筋計算 74
3.2.1 設(shè)計資料 74
3.2.2 雙向板設(shè)計 74
3.3樓梯內(nèi)力和配筋計算 79
3.3.1 計算簡圖及截面尺寸 79
3.3.2 設(shè)計資料 79
3.3.3 踏步板的設(shè)計 79
3.3.4 平臺板的設(shè)計 81
3.3.5 平臺梁的設(shè)計 82
結(jié)論 85
致謝 86
參考文獻 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