保利心语一期B栋建筑结构设计毕业论文
2021-03-29 22:12:44
摘 要
关键字:内力统计,内力组合与计算,结构设计,配筋与验算
Abstract
The building is divided into seven layers. The design content includes: constant load calculation, internal force combination calculation of wind load calculation and seismic load and three load; the design and distribution of beam and column section reinforcement; the internal force calculation and design of stairs; internal force calculation and design standard of cast-in-place floor; design and calculation of foundation form selection, drawing of each component internal force; construction drawings
Key Words: Internal force statistics;internal force combination and calculation;structural design;reinforcement and checking
目录
- 绪论.......................................................................................................................1
- 设计资料与结构选型...........................................................................................2
2.1 设计资料..................................................................................................................2
2.2 结构选型与梁柱截面尺寸估算..............................................................................2
2.2.1 结构选型...........................................................................................................2
2.2.2 梁柱截面尺寸估算...........................................................................................3
2.3 计算简图..................................................................................................................3
- 荷载统计...............................................................................................................5
3.1 竖向荷载作用下的荷载统计..................................................................................5
3.1.1 恒载标准值.......................................................................................................5
3.1.2可变荷载标准值................................................................................................6
3.1.3竖向荷载计算....................................................................................................6
3.2 风荷载计算..............................................................................................................8
3.2.1 柱抗侧移刚度D的计算..................................................................................9
3.2.2 受风荷载影响产生的位移验算.....................................................................10
3.3 地震作用验算........................................................................................................10
- 内力计算及组合.................................................................................................13
4.1恒载标准值作用下的框架内力计算.....................................................................13
4.2 可变荷载标准值作用下的框架内力计算............................................................17
4.3 风荷载作用下的框架内力计算............................................................................20
4.4 地震作用下的框架内力计算................................................................................24
4.5 内力组合................................................................................................................27
4.5.1计算控制截面处的内力值..............................................................................27
4.5.2内力组合..........................................................................................................27
- 结构设计与配筋.................................................................................................31
5.1 框架梁柱截面设计................................................................................................31
5.1.1 框架柱截面尺寸.............................................................................................31
5.1.1.1 框架柱轴压比............................................................................................31
5.1.1.2 符合截面尺寸............................................................................................31
5.1.1.3 框架柱正截面受弯承载力计算................................................................31
5.1.1.4 与弯矩作用相垂直平面的受压承载力计算............................................34
5.1.1.5 验算斜截面受剪承载力............................................................................34
5.1.2 框架梁截面设计.............................................................................................34
5.1.2.1 正截面受弯承载力....................................................................................34
5.1.2.2 斜截面受剪承载力....................................................................................36
5.2 楼面板设计..........................................................................................................36
5.2.1 荷载计算.......................................................................................................36
5.2.2 配筋计算.......................................................................................................36
5.2.2.1 弯矩计算....................................................................................................36
5.2.2.2 配筋计算....................................................................................................37
5.3 楼梯设计...............................................................................................................37
5.3.1 踏步板计算......................................................................................................38