8层框架结构不限,土木工程建筑结构毕业设计,长52.2米,宽18.6米,面积7954平方米

土木工程建筑设计说明书

建筑长52.2m宽18.6m.一榀框架层高3.6m,柱距7.2m,3跨,跨度8.1m,2.4m,8.1m;
一层:核磁共振室5.1m*4m*1间,CT室5.1m*4.1m*1间,大输液库房8.1m*8.1m*1间,生活用品超市3.6m*8.1m*1间,核磁、CT、彩超检查预约中心3.6m*8.1m*1间,办公室4.5m*8.1m*1间,办公室3.6m*8.1m*1间,男厕所3.6m*5m*1间,女厕所3.6m*5m*1间,洗手台3.6m*3.1m*2间,污洗间3.6m*2.7m*1间,杂物间3.6m*2.7m*1间,污物梯3.6m*2.7m*1间,楼梯间3.6m*8.1m*2间,医梯2.7m*2.4m*3间,配电室1.5m*2.1m*1间,中央空调控制室2.1m*2.1m*1间,人工挂号及住院结算中心10.8m*8.1m*1间,药房7.2m*8.1m*1间,客梯2.7m*2.4m*3间,彩超室2.7m*4.1m*2间,彩超室2.7m*4m*2间;
二层:病房3.6m*8.1m*13间,病房4.5m*8.1m*1间,换药室3m*2.1m*1间,女厕所2m*3m*1间,男厕所2m*3m*1间,ICU重症病房3.6m*8.1m*1间,污洗间3.6m*2.7m*1间,杂物间3.6m*2.7m*1间,污物梯3.6m*2.7m*1间,,楼梯间3.6m*8.1m*2间,医梯2.7m*2.4m*3间,医生办公室7.2m*8.1m*1间,护士站7.2m*8.1m*1间,护士休息室3.6m*4.2m*1间,配药室3.6m*3.9m*1间，配餐间2.1m*4.2m*1间,洗衣房及衣物晾晒处3.6m*8.1m*1间,客梯2.7m*2.4m*3间;
三层:病房3.6m*8.1m*13间,病房4.5m*8.1m*1间,换药室3m*2.1m*1间,女厕所2m*3m*1间,男厕所2m*3m*1间,ICU重症病房3.6m*8.1m*1间,污洗间3.6m*2.7m*1间,杂物间3.6m*2.7m*1间,污物梯3.6m*2.7m*1间,,楼梯间3.6m*8.1m*2间,医梯2.7m*2.4m*3间,医生办公室7.2m*8.1m*1间,护士站7.2m*8.1m*1间,护士休息室3.6m*4.2m*1间,配药室3.6m*3.9m*1间，配餐间2.1m*4.2m*1间,洗衣房及衣物晾晒处3.6m*8.1m*1间,客梯2.7m*2.4m*3间;
四层:病房3.6m*8.1m*13间,病房4.5m*8.1m*1间,换药室3m*2.1m*1间,女厕所2m*3m*1间,男厕所2m*3m*1间,ICU重症病房3.6m*8.1m*1间,污洗间3.6m*2.7m*1间,杂物间3.6m*2.7m*1间,污物梯3.6m*2.7m*1间,,楼梯间3.6m*8.1m*2间,医梯2.7m*2.4m*3间,医生办公室7.2m*8.1m*1间,护士站7.2m*8.1m*1间,护士休息室3.6m*4.2m*1间,配药室3.6m*3.9m*1间，配餐间2.1m*4.2m*1间,洗衣房及衣物晾晒处3.6m*8.1m*1间,客梯2.7m*2.4m*3间;
五层:病房3.6m*8.1m*13间,病房4.5m*8.1m*1间,换药室3m*2.1m*1间,女厕所2m*3m*1间,男厕所2m*3m*1间,ICU重症病房3.6m*8.1m*1间,污洗间3.6m*2.7m*1间,杂物间3.6m*2.7m*1间,污物梯3.6m*2.7m*1间,,楼梯间3.6m*8.1m*2间,医梯2.7m*2.4m*3间,医生办公室7.2m*8.1m*1间,护士站7.2m*8.1m*1间,护士休息室3.6m*4.2m*1间,配药室3.6m*3.9m*1间，配餐间2.1m*4.2m*1间,洗衣房及衣物晾晒处3.6m*8.1m*1间,客梯2.7m*2.4m*3间;
六层:病房3.6m*8.1m*13间,病房4.5m*8.1m*1间,换药室3m*2.1m*1间,女厕所2m*3m*1间,男厕所2m*3m*1间,ICU重症病房3.6m*8.1m*1间,污洗间3.6m*2.7m*1间,杂物间3.6m*2.7m*1间,污物梯3.6m*2.7m*1间,,楼梯间3.6m*8.1m*2间,医梯2.7m*2.4m*3间,医生办公室7.2m*8.1m*1间,护士站7.2m*8.1m*1间,护士休息室3.6m*4.2m*1间,配药室3.6m*3.9m*1间，配餐间2.1m*4.2m*1间,洗衣房及衣物晾晒处3.6m*8.1m*1间,客梯2.7m*2.4m*3间;
七层:病房3.6m*8.1m*13间,病房4.5m*8.1m*1间,换药室3m*2.1m*1间,女厕所2m*3m*1间,男厕所2m*3m*1间,ICU重症病房3.6m*8.1m*1间,污洗间3.6m*2.7m*1间,杂物间3.6m*2.7m*1间,污物梯3.6m*2.7m*1间,,楼梯间3.6m*8.1m*2间,医梯2.7m*2.4m*3间,医生办公室7.2m*8.1m*1间,护士站7.2m*8.1m*1间,护士休息室3.6m*4.2m*1间,配药室3.6m*3.9m*1间，配餐间2.1m*4.2m*1间,洗衣房及衣物晾晒处3.6m*8.1m*1间,客梯2.7m*2.4m*3间;
八层:病房3.6m*8.1m*13间,病房4.5m*8.1m*1间,换药室3m*2.1m*1间,女厕所2m*3m*1间,男厕所2m*3m*1间,ICU重症病房3.6m*8.1m*1间,污洗间3.6m*2.7m*1间,杂物间3.6m*2.7m*1间,污物梯3.6m*2.7m*1间,,楼梯间3.6m*8.1m*2间,医梯2.7m*2.4m*3间,医生办公室7.2m*8.1m*1间,护士站7.2m*8.1m*1间,护士休息室3.6m*4.2m*1间,配药室3.6m*3.9m*1间，配餐间2.1m*4.2m*1间,洗衣房及衣物晾晒处3.6m*8.1m*1间,客梯2.7m*2.4m*3间.

土木工程结构设计计算书

25035结构设计计算书-目录
摘要 Ⅱ
Abstract Ⅲ
1 建筑平面设计 1
2 结构选型 7
2.1 材料选择 7
2.2 柱、梁、板截面尺寸估算 7
2.2.1 框架柱截面尺寸估算 7
2.2.2 框架梁截面尺寸估算 8
2.2.3 次梁截面估算 9
2.2.4 板厚度估算 9
2.3 框架计算简图 9
2.4 框架梁线刚度计算 10
2.5 框架柱线刚度计算 10
3 荷载统计计算 12
3.1 恒载标准值计算 12
3.2 框架梁和框架柱的自重 13
3.3 ⑦轴框架竖向恒载计算 15
3.3.1 恒载计算 15
3.3.1 活荷载统计 21
3.4 风荷载计算 21
3.4.1 基本资料 21
3.4.2 风压高变系数 22
3.4.3 风振系数 22
3.5 确定迎风面积 22
3.6 水平地震作用计算 23
3.6.1 重力荷载的代表值计算 23
3.6.2.计算梁柱的刚度 26
3.6.3 计算地震作用 27
4 ⑦轴框架内力计算 31
4.1 计算说明 31
4.2 恒荷载作用下结构内力计算 31
4.2.1 源程序 31
4.2.1 恒荷载作用下内力图 48
4.3 活荷载作用下结构内力计算 52
4.3.1 源程序 52
4.3.2 活荷载作用下内力图 67
4.4 风荷载作用下结构内力计算 71
4.4.1 柱端、梁端弯矩计算 71
4.4.2 柱端、梁端剪力计算 74
4.4.3 柱端、梁端轴力计算 76
4.5 水平地震荷载作用下结构内力计算 78
4.5.1 柱端、梁端弯矩计算 78
4.5.2 柱端、梁端剪力计算 81
4.5.3 柱端、梁端轴力计算 82
5 内力组合 88
5.1 弯矩调幅 88
5.2 梁端、柱端控制界面内力计算 89
5.2.1 竖向荷载内力计算 89
5.2.2 水平荷载内力计算 91
5.3 梁内力组合 92
5.3.1 各层梁内力汇总 93
5.3.2 梁内力汇总 94
5.4 柱内力组合 96
5.4.1 柱内力汇总 96
5.4.2 柱内力组合 98
5.5 地震作用效应调整 100
5.5.1 根据“强柱弱梁”原则的调整 100
5.5.2 根据“强剪弱弯”原则的调整 103
6 截面设计 108
6.1 框架梁截面设计 108
6.2 框架柱截面设计 114
6.2.1 框架柱正截面受弯承载力计算 120
6.2.2 框架柱斜截面受剪承载力计算 133
7 板配筋计算 135
7.1 板设计资料 135
7.2 一至八层楼板设计 135
7.2.1 B1 的设计 135
7.3 九层屋面板设计 141
8 楼梯设计 145
8.1 基本设计资料 145
8.2 梯段板设计 145
8.3 平台板设计 146
8.4 平台梁设计 148
8.5 雨棚设计 149
9 基础设计 154
9.1 地质水文资料 154
9.2 A、D 轴边柱柱下独立基础设计 154
9.3 B、C 轴中柱柱下联合基础设计 157
9.4 基础梁设计 159
10 PKPM 电算 161
致谢 173
参考文献 174

土木工程建筑设计施工图

土木工程结构设计施工图

土木工程施工组织设计图