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目录
3
目 录
摘 要 ····························································1
第一部分 建筑设计说明············································3
1 建筑概况·····················································3
1.1 工程简介················································3
1.1.1 设计题目·········································3
1.1.2 设计依据·········································3
1.1.3 设计要求·········································3
1.1.4 建筑地点及地基平面图·····························3
1.1.5 结构形式·········································3
1.1.6 建筑规模·········································3
1.2 建筑技术条件资料········································3
1.2.1 气象条件·········································3
1.2.2 工程地质条件·····································3
1.3 建筑方案简要说明········································3
1.4 建筑物的优缺点··········································4
第二部分 结构设计说明············································4
1 结构方案确定说明·············································4
1.1 建设项目名称············································4
1.1.1 建筑介绍·········································4
1.1.2 优缺点···········································4
1.2 设计资料················································5
1.2.1 基本参数·········································5
1.2.2 楼地面做法·······································5
1.2.3 材料·············································5
1.3 设计内容················································5
第三部分 毕业设计任务书··········································6
第四部分 结构设计计算············································9
1 工程概况·····················································9
1.1 柱网与层高··············································9
1.2 框架结构承重方案的选择··································9
1.3 梁、柱截面尺寸的初步确定································10
1.3.1 梁截面高度·······································10
1.3.2 柱的截面尺寸·····································10
2 框架侧移刚度的计算···········································11
2.1 梁柱线刚度的计算········································11
2.1.1 横梁线刚度i b的计算·····························11
2.1.2 柱线刚度i c的计算·······························11
2.2 各层横向侧移刚度计算····································11
3 重力荷载代表值的计算·········································15
3.1 资料准备················································15
3.2 重力荷载代表值的计算····································16
3.2.1 第一层···········································16
3.2.2 第二层~第四层···································19
3.2.3 第五层···········································19
4 横向水平地震荷载作用下框架结构的内力和侧移计算···············20
4.1 横向自振周期的计算······································20
4.2 水平地震作用及楼层地震剪力的计算························21
4.3 多遇水平地震作用下的位移验算····························22
4.4 水平地震作用下框架内力计算······························23
4.4.1 框架柱端剪力及弯矩的计算·························23
4.4.2 梁端弯矩、剪力及柱轴力的计算·····················23
5 横向水平风荷载作用下框架结构的内力和侧移计算·················25
5.1 水平风荷载的计算········································25
5.2 风荷载作用下的水平位移验算······························26
5.3 风荷载作用下框架内力计算································26
6 竖向荷载作用下框架结构的内力计算·····························28
6.1 计算单元的选择确定······································28
6.2 荷载计算················································29
6.2.1 恒载作用下柱的内力计算···························29
6.2.2 活载作用下柱的内力计算···························30
6.2.3 恒荷载作用下梁的内力计算·························31
6.2.4 活荷载作用下梁的内力计算·························32
6.3 内力计算················································32
6.3.1 恒载作用下梁端剪力和柱轴力的计算·················35
6.3.2 载作用下梁端剪力和柱轴力的计算···················36
6.4 框架梁的内力组合········································36
6.4.1 跨间最大弯矩的计算·······························39
6.4.2 梁端剪力的调整···································40
6.5 框架柱的内力组合········································40
6.5.1 柱端弯矩设计值的调整·····························43
6.5.2 柱端剪力组合和设计值的调整·······················43
7 截面设计·····················································45
7.1 框架梁截面设计··········································45
7.1.1 梁正截面受弯承载力计算···························45
7.1.2 梁斜截面受剪承载力计算···························46
7.2 框架柱截面设计··········································48
7.2.1 柱截面尺寸验算···································48
7.2.2 柱正截面承载力计算·······························49
7.2.3 柱斜截面受剪承载力计算···························50
8 楼板设计·····················································52
8.1 楼板类型及设计方法的选择································52
8.2 设计参数················································52
8.2.1 双向板肋梁楼盖结构布置图和板带划分图·············52
8.2.2 设计荷载·········································53
8.2.3 计算跨度·········································53
8.2.4 基本参数·········································53
8.3 弯矩计算················································53
8.4 截面设计················································54
9 楼梯设计·····················································54
9.1 设计参数················································54
9.1.1 楼梯结构平面布置图·······························54
9.1.2 基本参数·········································55
9.2 踏步板设计··············································55
9.2.1 荷载计算·········································55
9.2.2 内力计算·········································56
9.2.3 截面设计·········································56
9.3 斜梁设计················································56
9.3.1 截面形状及尺寸···································56
9.3.2 荷载计算·········································56
9.3.3 内力计算·········································56
9.3.4 截面设计·········································57
9.4 平台板设计··············································57
9.4.1 平台板计算简图···································57
9.4.2 荷载计算·········································57
9.4.3 内力计算·········································57
9.4.4 配筋计算·········································57
9.5 平台梁设计··············································58
9.5.1 平台梁截面尺寸···································58
9.5.2 平台梁荷载计算···································58
9.5.3 平台梁内力计算···································58
9.5.4 截面设计·········································58
10 雨蓬设计····················································58
10.1 雨篷截面尺寸设计······································58
10.2 雨篷板和雨篷梁的承载力计算····························59
10.2.1 雨篷板的结构计算······························59
10.2.2 雨篷梁的结构计算······························59
10.3 抗倾覆验算············································61
11 基础设计····················································61
11.1 基本参数··············································61
11.2 荷载设计值············································61
11.3 初步确定基础尺寸······································61
11.4 计算底面地基承载力设计值······························61
11.5 确定基础宽度··········································62
11.6 内力分析··············································62
11.7 配筋计算··············································63
11.7.1 基础梁正截面配筋计算··························63
11.7.2 基础梁斜截面配筋计算··························63
11.7.3 翼板配筋计算··································64
第五部分 施工组织设计············································64
第六部分 外文资料及翻译··········································71
原文翻译··························································79
参考文献··························································82
致 谢···························································83