4层办公楼框架结构毕业设计方案计算书

摘 要
本课题为东营市华凌科技办公楼的设计,4 层,建筑面积约 3000m 2 ,长42m,宽 16.8m,高 14.95m。采用钢筋混凝土框架结构。首先,根据设计出的建筑方案及所选用的建筑材料及做法,确定结构计算简图,进行荷载和内力计算,绘制了相应的内力图;其次,进行结构内力组合,确定结构控制截面的弯矩、剪力和轴力设计值。最后,根据已经计算出的结构控制截面的内力值,对梁、板、柱、基础等进行配筋计算,并绘制了相应的结构施工图 。同时,本文采用 PKPM 软件进行电算,以保证计算结果的可靠性,并达到同手算结果对比、分析的目的。
关键词: 框架结构;内力;配筋;控制截面

目 录
前 言 ····························································································· 1
第 1 章 设计资料 ·············································································· 2
第 2 章 结构布置和计算简图 ······························································ 3
第 3 章 荷载计算 ·············································································· 5
第 4 章 内力计算 ············································································· 16
第 5 章 内力组合 ············································································· 30
第 6 章 截面设计 ············································································· 31
第 7 章 楼板设计与计算 ··································································· 41
第 8 章 楼梯设计 ············································································· 45
第 9 章 基础设计 ············································································· 49
结 论 ··························································································· 57
致 谢 ··························································································· 58
参考文献 ························································································ 59
附 录 ··························································································· 60

结构

结构计算简图

恒载作用下的计算简图

活载计算下的计算简图

风荷载计算简图

风荷载作用下的结构计算简图

分层法分配系数及恒载作用下固端弯矩计算结果

弯矩分配法计算过程
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