大学学士学位论文
目 录
1 设计资料
·················································································································· (2)
2 楼板设计
2.1 楼面结构平面布置 ········································································· (3) 2.2 荷载计算 ························································································· (3) 2.3 弯矩计算 ························································································· (XX) 2.4 截面设计 ························································································· (XX) 2.5 板的配筋计算 ················································································· (XX)
3 框架设计
3.1 计算简图及梁柱线刚度 ································································· (XX) 3.2 荷载计算 ························································································· (XX) 3.3 风荷载作用下的位移计算 ····························································· (XX) 3.4 内力计算 ························································································· (XX) 3.5 内力组合 ························································································· (XX) 3.6 截面设计和配筋计算 ····································································· (XX)
4 楼梯设计
4.1 设计资料 ························································································· (XX) 4.2 梯段板设计 ····················································································· (XX) 4.3 平台板设计 ····················································································· (XX) 4.4 平台梁设计 ····················································································· (XX)
5 基础设计
5.1 设计资料 ························································································· (XX) 5.2 中柱下基础设计 ············································································· (XX) 5.3 边柱下基础设计 ············································································· (XX)
参考文献 ·································································································· ······················································································································ (XX) 致 谢 ·································································································· (XX) 附录 A ······································································································ (XX)
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大学学士学位论文
设计
1 设计资料
工程概况：厂区位于…………………….，其中，……………………………… 设计说明：本建筑抗震设防类别为丙类，建筑结构安全等级为二级，结构抗震设 防烈度为6度，设计基本地震加速度为0.05g，设计地震分组为第一 组，结构设计使用年限50年。地基基础设计等级为丙级，基础拟采用
浅基础。
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大学学士学位论文
2 楼板设计
2.1 楼面结构平面布置
取第一层楼面上的①~⑥轴的楼面进行计算，标高3.3m处，楼面的结构布置如图所示。按双向板弹性理论计算。
①~⑥轴的结构平面布置图
2.2 荷载计算 2.2.1楼面面层做法
办公楼、展厅、会议室、阅览室、走道参《楼地面建筑构造》（01J304）42页
25号，具体做法见表，取装修荷载1.5 kN/m2
卫生间，上人屋面参《楼地面建筑构造》（01J304）43页28号，具体做法见表，取装修荷载2.2 kN/m2
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大学学士学位论文
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2.2.2 楼面面荷载
2.2.2.1．B1板荷载计算
恒荷载标准值：
装修层 1.5kN/m2 结构层（110mm厚钢筋混凝土楼板） 0.11×25=2.8kN/m2 小计 4.3kN/m2 活荷载标准值：
展厅： 3.5kN/m2 恒荷载设计值： g=1.2×4.3=5.2kN/m2 活荷载设计值： q=1.4×3.5=4.9kN/m2 合计： p=g+q=10.1kN/m2 按弹性理论计算： g’=g+q/2=7.7kN/m2，
q’= q/2=2.5 kN/m2，
2.2.2.2．B2板荷载计算
恒荷载标准值：
装修层 1.5kN/m2 结构层（90mm厚钢筋混凝土楼板） 0.9×25=2.3kN/m2 小计 3.8kN/m2 活荷载标准值：
走廊： 2.5kN/m2 恒荷载设计值： g=1.2×3.8=4.6kN/m2 活荷载设计值： q=1.4×2.5=3.5kN/m2
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大学学士学位论文
合计： p=g+q=8.1kN/m2 按弹性理论计算： g’=g+q/2=6.4kN/m2
q’= q/2=1.8 kN/m2，
2.2.2.3．B3板荷载计算
恒荷载标准值：
装修层 1.5kN/m2 结构层（110mm厚钢筋混凝土楼板） 0.11×25=2.8kN/m2 小计 4.3kN/m2 活荷载标准值：
展厅： 3.5kN/m2 恒荷载设计值： g=1.2×4.3=5.2kN/m2 活荷载设计值： q=1.4×3.5=4.9kN/m2 合计： p=g+q=10.1kN/m2 按弹性理论计算： g’=g+q/2=7.7kN/m2，
q’= q/2=2.5 kN/m2，
2.2.2.4．B4板荷载计算
恒荷载标准值：
装修层 1.5kN/m2 结构层（90mm厚钢筋混凝土楼板） 0.9×25=2.3kN/m2 小计 3.8kN/m2 活荷载标准值：
展厅： 3.5kN/m2 恒荷载设计值： g=1.2×3.8=4.6kN/m2 活荷载设计值： q=1.4×3.5=4.9kN/m2 合计： p=g+q=9.5kN/m2 按弹性理论计算： g’=g+q/2=7.1kN/m2
q’= q/2=2.5 kN/m2，
2.2.2.5．B5板荷载计算
恒荷载标准值：
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