某学生宿舍楼建筑结构设计毕业论文+任务书+开题+文综+翻译及原文+cad图纸

The structure design of a student’s dormitory building

Abstract: The project is of frame structure. The main body is six layers. The seismic fortification intensity in the area is 6 degrees and the second group，the site category is Class III. The main wind direction is southwest，the basic wind pressure is 0.45kN/ m，and the basic snow pressure is 0.3 kN/ m2. A cast-in-place reinforced concrete structure is adopted for the floor of the building. This design implements the design principle of the “Practical，safe，economic，and beautiful”. In accordance with the design specifications，carefully consider the factors that affect the design. According to the relationship between the structure and the overall and the details of the building. This design mainly carries out the anti-seismic design of the 8-axis of the transverse frame in the structural scheme. After the frame layout is determined，proceed In this paper，the representative value of the interstory load is calculated，then the period of the self-shock is calculated by the method of displacement of the top point，and then the magnitude of the horizontal seismic load is calculated according to the bottom shear method，and the internal force (moment，shear force) of the structure under the action of the horizontal load is obtained. Axial force) Then the internal force of the structure under vertical load (dead load and live load) is calculated. Is to identify the most unfavorable group or groups of internal forces combination. Select the safest result to calculate reinforcement and draw. In addition，the design of indoor stairs in the structural scheme is also carried out. The internal force and reinforcement calculation and construction drawing of platform plate，ladder plate，platform beam and so on are completed. The reinforcement calculation of the floor has been carried out. The pile foundation is used to calculate the stress and reinforcement of the foundation bearing platform. The design results include both the calculation book and the construction drawing.

Keywords: frame structure；seismic design；load calculation；internal force calculation； calculation of reinforcement

目  录

第1章 设计资料 1

1.1 工程概况 1

1.2 建筑设计说明书 2

1.2.1 设计依据 2

1.2.2 方案说明 2

1.2.3 等级说明 3

1.2.4 建筑设计说明及构造做法 3

1.3 结构说明书 6

1.3.1 设计楼面活荷载 6

1.3.2 楼板 6

1.3.3 梁、柱 6

1.3.4 墙体 6

1.3.5 构造柱 6

1.3.6 其他 7

第2章 结构的选型和布置 8

2.1 结构选型 8

2.2 结构布置 8

2.3 初估梁柱截面尺寸 9

2.3.1 按大跨度进行计算 9

2.3.2 柱的截面尺寸 9

第3章 框架计算简图及梁柱线刚度 11

3.1 确定框架计算简图 11

3.2 框架梁柱的线刚度计算 11

第4章 荷载计算 13

4.1 恒载标准值的计算 13

4.1.1 屋面 13

4.1.2 各层楼面 13

4.1.3 梁自重 13

4.1.4 柱自重 14

4.1.5 外纵墙自重 14

4.1.6 内纵墙自重 15

4.1.7 内隔墙自重 15

4.1.8 女儿墙自重 16

4.1.9 山墙自重 16

4.2 活荷载标准值计算 16

4.2.1 屋面和楼面荷载标准值 16

4.2.2 雪荷载 17

4.3 竖向荷载下框架受荷总图 17

4.3.1 在A-B 及C-D轴内 17

4.3.2 在A-B 轴间框架梁 17

4.3.3 在B- C轴间框架梁 19

4.3.4 C-D轴间框架梁同A-B 轴间框架梁 19

4.3.5 A轴柱纵向集中荷载的计算 19

4.3.6 B轴柱纵向集中荷载的计算 20

4.4 风荷载计算 21

4.5 水平地震作用 22

4.5.1 重力荷载代表值的计算 22

4.5.1.2其余各层楼面处重力荷载标准值计算 23

4.5.1.3 底层楼面处重力荷载标准值计算 23

4.5.1.4 屋面雪荷载标准值计算 24

4.5.1.5 楼面活荷载标准值计算 24

4.5.1.6 总重力荷载代表值的计算 24

4.5.2 框架柱抗侧移刚度和结构基本自震周期计算 24

第5章 内力计算 28

5.1 恒载作用下框架的内力 28

5.1.1 恒载作用下框架的弯矩计算 28

5.1.2 恒载作用下框架的梁端剪力和轴力计算 33

5.2 活载作用下框架的内力 35

5.3 水平地震作用下框架内力计算 42

第6章 内力组合 48

6.1 梁端截面组合的剪力设计值调整 50

6.2 框架结构柱的内力组合 51

第7章 构件配筋计算 61

7.1 框架梁截面设计 61

7.2 框架柱截面设计 64

7.2.1 柱端弯矩设计值调整 64

7.2.2 柱端剪力设计值调整 64

7.2.3 柱配筋计算 65

7.3 板的截面设计 69

7.4 楼梯设计 72

7.5 基础配筋计算 76

7.5.1 设计资料 76

7.5.2 确定桩的规格数量及初定承台的尺寸 77

7.5.3 边柱承台的设计 78

结   论 82

参考文献 84

致谢 85