4层框架结构办公楼,土木工程建筑结构毕业设计,长49.8米,宽19.5米,面积4529平方米

土木工程建筑设计说明书

建筑长49.8m,宽19.5m.一榀框架层高4.5m,柱距7.2m,3跨,跨度6m,7.2m,6m;
一层:楼梯间3m*5.4m*1间,客梯2.4m*2.4m*1间,无障碍电梯2.4m*2.4m*1间,S 2.4m*1.2m*1间,D 2.4m*1.2m*1间,楼梯间3.6m*6.5m*1间,水果区3.7m*7.5m*1间,果蔬区3.7m*7.5m*2间,肉类区3.7m*7.5m*2间,楼梯间5.2m*5.15m*1间,货梯2.6m*2.5m*1间,楼梯间3.18m*5.4m*1间,无障碍卫生间3.18m*1.8m*1间,男卫3.4m*4.1m*1间,女卫3.4m*2.75m*1间,家禽区3m*3.5m*2间,水产区3.7m*2.3m*2间,肉类区3.7m*6.6m*2间,果蔬区3.7m*6.6m*2间,水果区3.7m*6.6m*1间,熟食间4.4m*3.3m*1间,熟食间4.4m*3.5m*1间,熟食间4.3m*3.3m*1间,熟食间4.3m*3.5m*1间;
二层:楼梯间3m*7.2m*1间,管理办公室8.4m*6m*1间,客梯2.4m*2.4m*1间,无障碍电梯2.4m*2.4m*1间,S 2.4m*1.2m*1间,D 2.4m*1.2m*1间,楼梯间3.6m*6.5m*1间,铺面6.05m*2.6m*1间,铺面4.1m*2.6m*5间,楼梯间7.1m*3.95m*1间,货梯2.6m*2.5m*1间,楼梯间3.2m*7.2m*1间,铺面3.2m*4.8m*1间,铺面4.2m*5.8m*1间,铺面4.2m*2.6m*3间,铺面4.1m*2.6m*8间,干杂活货区46.3m*14m*1间;
三层:楼梯间3m*7.2m*1间,杂物间3m*1.2m*1间,休息室2.4m*1.2m*1间,客梯2.4m*2.4m*1间,无障碍电梯2.4m*2.4m*1间,S 2.4m*1.2m*1间,D 2.4m*1.2m*1间,办公室4.1m*8.4m*16间,办公室5.2m*8.4m*1间,休息室3.2m*1.2m*1间,楼梯间3.2m*7.2m*1间,办公室4.2m*8.4m*4间;
四层:楼梯间3m*7.2m*1间,杂物间3m*1.2m*1间,休息室2.4m*1.2m*1间,客梯2.4m*2.4m*1间,无障碍电梯2.4m*2.4m*1间,S 2.4m*1.2m*1间,D 2.4m*1.2m*1间,办公室4.1m*8.4m*16间,办公室5.2m*8.4m*1间,休息室3.2m*1.2m*1间,楼梯间3.2m*7.2m*1间,办公室4.2m*8.4m*4间.

土木工程结构设计计算书

25039结构设计计算书-目录
摘要 I
Abstract II
1.设计资料 1
1.1工程概况 1
1.2设计条件 1
1.3材料选用 1
2.结构设计 1
2.1 结构方案的选择及结构布置 1
2.2 一榀框架计算 3
3. 内力计算 11
3.1 风荷载 11
3.2 框架在竖向荷载作用下的内力分析 19
4.框架结构内力组合与调幅 30
4.1竖向荷载弯矩调整 30
4.2框架梁内力组合 32
4.3框架柱内力组合 37
5.框架结构截面设计与配筋的计算 41
5.1框架梁的截面设计 41
5.2框架柱配筋计算 43
6.楼板设计 47
6.1设计资料 47
6.2荷载计算 48
7.楼梯计算 60
7.1设计资料 60
7.2梯段板设计 61
7.3平台板 61
7.4平台梁设计 62
8.基础计算 63
8.1设计资料 63
8.2荷载计算 63
8.3确定基础底面面积 63
8.4验算荷载偏心距e 64
8.5验算基底最大压力 pk ,max 64
8.5高度验算 65
8.6基础底面配筋计算 65
附录 69
致谢 70
附图 71

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