4层框架结构教学楼,土木工程建筑结构毕业设计,长57.6米,宽17.4米,面积4009平方米
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建筑长57.6m宽17.4m.一榀框架层高3.6m,柱距7.2m,3跨,跨度7.2m,3m,7.2m;
一层:教室7.2m*7.2m*4间,多媒体教室7.2m*7.2m*3间,门厅10.8m*7.2m*1间,门卫室3.6m*7.2m*1间,消防控制室7.2m*7.2m*1间,男卫生间3.6m*4.9m*1间,女卫生间3.6m*4.9m*1间,洗手台7.2m*2.3m*1间,休闲室3.6m*7.2m*1间,开水间3.6m*7.2m*1间,电梯间3.4m*3.3m*2间,楼梯间3.8m*7.2m*2间,大教室14.4m*7.2m*1间;
二层:教室7.2m*7.2m*4间,机房7.2m*7.2m*2间,大教室14.4m*7.2m*2间,多媒体教室7.2m*7.2m*2间,男卫生间3.6m*4.9m*1间,女卫生间3.6m*4.9m*1间,洗手台7.2m*2.3m*1间,休闲室3.6m*7.2m*1间,开水间3.6m*7.2m*1间,电梯间3.4m*3.3m*2间,楼梯间3.8m*7.2m*2间;
三层:教室7.2m*7.2m*4间,机房7.2m*7.2m*2间,大教室14.4m*7.2m*2间,多媒体教室7.2m*7.2m*2间,男卫生间3.6m*4.9m*1间,女卫生间3.6m*4.9m*1间,洗手台7.2m*2.3m*1间,休闲室3.6m*7.2m*1间,开水间3.6m*7.2m*1间,电梯间3.4m*3.3m*2间,楼梯间3.8m*7.2m*2间;
四层:教室7.2m*7.2m*4间,机房7.2m*7.2m*2间,大教室14.4m*7.2m*2间,多媒体教室7.2m*7.2m*2间,男卫生间3.6m*4.9m*1间,女卫生间3.6m*4.9m*1间,洗手台7.2m*2.3m*1间,休闲室3.6m*7.2m*1间,开水间3.6m*7.2m*1间,电梯间3.4m*3.3m*2间,楼梯间3.8m*7.2m*2间.
25038结构设计计算书-目录
第一章 设计任务书 ..................................................1
第二章 结构布置与构件选型..........................................2
2.1 建筑设计资料..................................................2
第三章 荷载计算...............................................4
3.1 恒活荷载........................................................4
3.2 双向板内力及配筋...............................................4
3.3 单向板内力及配筋...............................................7
3.4 梁柱墙门窗自重.................................................8
第四章 横向框架计算................................................11
4.1 恒载计算.......................................................11
4.2 活载计算.......................................................15
4.3 风载计算.......................................................18
第五章 横向水平地震作用计算.......................................19
5.1 重力荷载代表值.................................................19
5.2 梁柱线刚度计算.................................................21
5.3 水平地震作用计算...............................................23
第六章 竖向荷载作用下内力分析.....................................26
6.1恒载内力分析...................................................26
6.2活荷载内力分析................................................35
6.3 水平地震作用下框架内力计算(D值法)...........................43
第七章 框架内力组合...............................................63
7.1框架梁柱内力调整...............................................63
7.2框架梁柱内力组合..............................................81
第八章 框架梁柱的配筋..........................................86
8.1 框架梁的配筋计算............................................86
8.2框架柱的配筋计算............................................105
8.3 节点设计...................................................113
第九章 基础设计................................................116
9.1 D柱独立基础................................................116
第十章 楼梯设计...............................................121
10.1 楼梯梯段板的计算..........................................121
10.2 斜梁设计..................................................122
10.3 平台板设计.................................................123
10.4 平台梁设计..................................................124
参考文献..........................................................126
致谢..............................................................127