2013框办公楼毕业设计样题.doc

某办公楼的设计 毕业设计[论文]任务书 一、课题名称 某办公楼 二、课题内容 建筑面积：6000平方米（可±5%） 建筑层数：7层 建筑高度：29.4米 结构形式：钢筋混凝土框架结构 抗震设防烈度：7度设防 耐火等级：二级 三、课题任务要求 1 建筑设计部分 掌握一般多、高层房屋建筑设计的基本原理、方法及步骤； 根据设计任务和使用要求确定设计方案； 完成建筑物的平面、立面和剖面的设计。 2 结构设计部分 掌握多、高层框架结构的布置方法； 掌握结构的荷载计算、内力计算、内力组合和配筋计算的方法和步骤；掌握结构构造的处理方法； 完成结构主要构件的配筋计算。 四、主要的参考文献 ㈠ 建筑设计方面 ⒈ 房屋建筑学（高等学校统编教材） ⒉ 建筑制图标准 ⒊ 房屋建筑制图统一标准 ⒋ 建筑设计参考资料集（建工部北京工业设计院） 　　㈡ 结构设计方面 ⒈ 钢筋混凝土结构设计原理 ⒉ 多层及高层建筑结构设计 ⒊ 结构力学 ⒋ 建筑结构构造资料集 ⒌ 钢筋混凝土结构计算手册 ⒍ 地基及基础 ⒎ 建筑结构荷载规范 ⒏ 建筑抗震设计规范 ⒐ 建筑地基基础设计规范 指导老师签字： 教研室主任签字： 　　　　　　　　　　　　　　　　　　　　　　　年　　月　　日 目　录 摘 要································································ 1 ABSTRACT···························································· 2 第1章　工程概况和建筑设计············································ 　1.1工程概况························································· 1.2建筑设计························································· 第2章 结构布置与计算简图············································· 2.1结构布置·························································· 2.2计算简图·························································· 第3章　重力荷载及重力荷载代表值的计算 ································ 3.1重力荷载的计算···················································· 3.2重力荷载代表值的计算·············································· 第4章　横向框架侧移刚度的计算········································· 4.1 框架柱的侧移刚度·················································· 第5章　横向水平荷载作用下框架内力和侧移的计算························· 5.1　地震荷载作用下框架的内力和侧移计算································ 5.2　风荷载作用下框架的内力和侧移计算·································· 第6章　竖向荷载作用下框架结构内力的计算······························· 第7章　恒、活载的内力计算·············································· 　7.1　恒荷载作用下结构的内力计算········································ 　7.2　活荷载作用下结构的内力计算········································ 第8章　内力组合······················································· 　8.1 结构抗震等级确定··············································· 　8.2　框架梁内力组合················································· 　8.3　框架柱内力组合········································