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    时间:2016-10-27来源:龙8国际_龙8娱乐_龙8国际娱乐平台 本文已影响
    相关热词搜索:毕业论文 结构设计 建筑工程 框架 毕业论文框架结构模版 毕业论文提纲 毕业论文五个框架 篇一:土木工程框架结构设计毕业论文 毕业设计(论文) 某公司办公楼 学生姓名: 学 号: 专业班级: 指导教师: 20 年 月日 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3000m2,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 1.1 工程概况 ······································································································ 2 1.2 设计标高 ······································································································ 2 1.3 气象资料 ······································································································ 2 1.4 工程地质资料 ······························································································ 2 1.5 抗震烈度 ······································································································ 2 1.6 墙身做法 ······································································································ 2 1.7 门窗做法 ······································································································ 2 1.8 所用材料 ······································································································ 2 第2章 结构布置和计算简图 ·············································································· 3 第3章 荷载计算 ·································································································· 5 3.1 恒载计算 ······································································································ 5 3.1.1 屋面框架梁线荷载标准值 ··································································· 5 3.1.2 楼面框架梁线荷载标准值 ··································································· 5 3.1.3 屋面框架节点集中荷载标准值 ··························································· 6 3.1.4 楼面框架节点集中荷载标准值 ··························································· 6 3.2 活荷载计算 ·································································································· 8 3.2.1 屋面活荷载 ··························································································· 8 3.2.2 楼面活荷载 ··························································································· 8 3.3 风荷载计算 ·································································································· 9 3.4 地震作用计算 ···························································································· 10 3.4.1 重力荷载代表值计算 ········································································· 10 3.4.2 框架刚度计算 ····················································································· 12 3.4.3 结构基本周期的计算 ········································································· 14 3.4.4 多遇水平地震作用标准值计算 ························································· 14 3.4.5 横向框架弹性变形验算 ····································································· 15 第4章 内力计算 ································································································ 16 4.1 恒荷载作用下的内力计算 ········································································ 16 4.2 活荷载作用下的内力计算 ········································································ 21 4.3 风荷载作用下的内力计算 ········································································ 24 4.4 水平地震作用下的内力分析 ···································································· 27 第5章 内力组合 ································································································ 30 第6章 截面设计 ································································································ 31 6.1 梁的配筋计算 ···························································································· 31 6.1.1 边跨梁配筋计算 ················································································· 31 6.1.2 中跨梁配筋计算 ················································································· 33 6.2 框架柱配筋计算 ························································································ 33 6.2.1 框架柱的纵向受力钢筋计算 ····························································· 33 6.2.2 斜截面受剪承载力计算 ····································································· 35 第7章 楼板设计与计算 ···················································································· 41 7.1 屋面板计算 ································································································ 41 7.1.1 荷载计算 ····························································································· 41 7.1.2 按弹性理论计算 ················································································· 41 7.2 楼面板计算 ································································································ 42 7.2.1 荷载计算 ····························································································· 42 7.2.2 按弹性理论计算 ················································································· 42 7.2.3 截面设计 ····························································································· 44 第8章 楼梯设计 ································································································ 45 8.1 梯段板计算 ································································································ 45 8.1.1 荷载计算 ····························································································· 45 8.1.2 截面设计 ····························································································· 45 8.2 平台板计算 ································································································ 46 8.2.1 荷载计算 ····························································································· 46 8.2.2 截面设计 ····························································································· 46 8.3 平台梁计算 ································································································ 47 8.3.1 荷载计算 ····························································································· 47 8.3.2 内力计算 ····························································································· 47 8.3.3 截面计算 ···························(转 载 于:wWW.xIElw.COM 龙8国际_龙8娱乐_龙8国际娱乐平台:龙8国际_龙8娱乐_龙8国际娱乐平台)·································································· 47 第9章 基础设计 ································································································ 49 9.1 设计资料 ···································································································· 49 9.2 基础梁配筋计算 ························································································ 49 9.3 翼板的承载力计算 ···················································································· 55 9.3.1 边基础翼板的承载力计算 ································································· 55 9.3.2 中基础翼板的承载力计算 ································································· 55 结 论 ·················································································································· 57 致 谢 ·················································································································· 58 参考文献 ·············································································································· 59 附 录 ·················································································································· 60篇二:土木工程框架结构毕业设计开题报告 毕业设计(论文)开题报告 学生姓名: 学 号: 所在学院: 土木学院 专 业: 土木工程 设计(论文)题目:常州市某培训中心实训大楼指导教师: 2013-1-11毕 业 设 计(论 文)开 题 报 告篇三:土木工程框架结构毕业设计开题报告本  篇:《龙8国际_龙8娱乐_龙8国际娱乐平台》来源于:龙8国际_龙8娱乐_龙8国际娱乐平台 优秀范文,论文网站
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