毕业论文-青岛市佳华宾馆施工组织设计.doc

青岛市佳华宾馆施工组织设计 摘 要 这个工程位于青岛市，是一个宾馆，建筑的面积大约是4216.8平方米，这个建筑总共有五层，总的高度是16.5m，结构形式采用框架结构，基础采用独立基础，年限期是50年，结构安全的级别是2级，耐火的安全等级是2级，抗震的设防烈度是6度，此次建筑设计经济要合理一些，功能要适用一些，造型要美观一些，环境要相宜一些，要根据规范、标准进行设计。在完成建筑平面图的基础上，还要完成立面图的、剖面图的、另外还有详图的设计。在计算的过程中还要计算梁的内力、柱的内力，还要统计他们的组合，还要验算梁柱的承载力。 关键词：宾馆，框架结构，独立基础 Abstract This project is located in the city, one hotel 4216.8construction area of about 2 m always 16.5m height, the basic structure is the basis of construction part. Over a period of 50 years, the safety level of security level 4 categories of seismic safety of level 2 level, degree of seismic fortification intensity of the security of the group, the acceleration of the economic structure, a reasonable design that according to the third group, for some a more attractive environment for some diseases, ?ndose standards and in accordance with the rules of section, the alpha level of 0.5 Sens column, in addition to the por embroidery, the base plate to the enhancement of this process lculo foundation beam plate column strengthening and reinforcement program of CSR and control in road capacity is calculated by the combination of en and the force field. Keyword:hotel ,frame structure, independent foundation 目 录 前言…………………………………………………………………………………………1 1 建筑设计………………………………………………………………………………3 1.1 课题背景……………………………………………………………………………3 1.2 建筑做法……………………………………………………………………………3 2 结构设计 ………………………………………………………………………………5 2.1 工程概况 ………………………………………………………………………… 5 2.2 设计资料 ………………………………………………………………………… 5 2.3 结构选型 ………………………………………………………………………… 5 2.4 框架计算简图及梁柱线刚度……………………………………………………… 5 2.5 竖向荷载计算 …………………………………………………………………… 7 2.6 水平风荷载计算 ………………………………………………………………… 25 2.7 抗震计算 ………………………………………………………………………… 29 2.8 内力组合 ………………………………………………………………………… 36 2.9 截面设计与配筋计算 …………………………………………………………… 42 2.10 基础设计 ……………………………………………………………………… 48 3 施工组织设计…………………………………………………………………………51 3.1 工程材料进场方案…………………………………………………………………51 3.2施工机械选择方案………………………………………………………………… 51 3.3主体工程施工方案………………………………………………………………… 51 3.4装饰工程施工方案…