俺的最终设计.docVIP

青岛理工大学 毕 业 设 计（论 文） 题目： 学生姓名： 李莉 学生学号： 200781343 院系名称： 专业班级： 指导教师： 年 月 日  摘 要 本次毕业设计主要是完成青岛理工大学实验楼四号楼的结构设计验算任务。 本楼其结构形式为框架结构。其形式为现浇式，共五层，首层高5.1米，二层至五层高3.9m，总建筑面积8993m2。本建筑物防火等级二级，安全等级为二级，抗震设防烈度7度。 设计主要由结构设计验算。 结构设计验算部分包括：1、选取一榀框架。2、确定框架的计算简图。3、计算方法的确定。4、荷载统计和计算（包括风荷载、恒载、活载）5、框架内力计算。6、在水平地震作用和水平风载的作用下的侧移计算7、框架内力组合8、柱梁板的截面配筋计算9、基础设计10、楼梯设计。 绘制施工图部分主要内容有：利用PKPM软件绘制一榀框架梁柱配筋图和一层结构平面布置图各一张。 关键词：结构设计，框架结构，结构设计验算Abstract This graduated design is accomplishing the structural design checking computations of laboratory block B building in Qingdao university mainly. Its building configuration is frame structure. Its form has cast-in-place part for the combination body of cast-in-place type and assembly overall type and has prefabricated part. Is five levels of mostly ( high 3.9 m ) have a little part of that has - the place in which one floor ( high 3.9 m ) still have the both ends in thing have five floor ( high 3.2 m ) 8993 m2 of floor area. 2 building fireproof grade levels, anti-seismic set up defenses 7 intensity degrees. Design is major to design checking computation by structure The structural design part of checking computation includes: 1 select one Pin frame. 2 determine the calculation of frame sketch. 3 calculation method determine. 4 in load statistical and calculation (include wind load, permanent year and alive year) 5 and frame, force is calculated. 6 the side under the role of wind year move calculation 6 and frame force combination 7 and the section of column beam edition match tendon calculation. Draw construction picture partially major content favorable use PKPM software draw one Pin frame beam column match tendon picture and a level of structural plane arrange each one of picture. Keyword: Structure is designed frame，structure，structural design checking computation 目 录 摘 要 I Abstract II 前 言 1 第1章 建筑设计说明