1、 毕业设计材料 专业班级专业班级 结构工程 094 班 姓姓 名名 指导教师指导教师 所在学院所在学院 城建学院 2013 年 5 月 宁波市某中学宁波市某中学 6#6#学生宿舍框架结构设计学生宿舍框架结构设计 摘摘 要：要：本工程采用框架结构，主体为五层，本地区抗震设防烈度为 6 度，场地类别为 II 类 场地。基本风压 0.5kN/m2。楼屋盖均采用现浇钢筋混凝土结构。本设计贯彻“实用、安全、经 济、美观”的设计原则。设计过程中，基于相应设计规范分析了影响设计的各项因素。 本设计主要就结构方案中横向框架第 5 轴进行了设计。在确定框架布局之后，先进行了层间 荷载代表值的计算，接着求出在水平
2、荷载作用下的结构内力（弯矩、剪力、轴力） 。然后计算竖 向荷载（恒载及活荷载）作用下的结构内力。接着找出最不利的一组或几组内力组合，选取最安 全的结果计算配筋。然后，根据上部结构传递的荷载，进行了浅基础的设计与计算。最后，利用 PKPM 和 AUTO-CAD 软件进行了结构施工图的绘制。 关键词：关键词： 框架结构；钢筋混凝土；荷载计算；内力计算；结构设计 Frame Structure Design of Student Dormitory Building 6 of a Middle School in Ningbo Abstract: This project adopts frame
3、structure format with a five-storey main body. The earthquake intensity of the site is 6 degrees, the type of the site is class II and the basic wind pressure 0.5kN/m2. The cast-in-place reinforced concrete structure is used in the floor and roof. The design implements “utility, security, economy, b
4、eauty,“ the design principles. In the design process, the various factors are analyzed based on corresponding code. The 5-axis of the horizontal framework is designed. After determining the distribution framework, the representative value of the load acting on the structure is calculated firstly. Th
5、en, the internal forces of the structure (bending moment, shear and axial force) under the action of horizontal loading are derived. Then the internal force subjected to the vertical load (constant load and live load) are calculated. The worst combination of the internal forces is found and the most
6、 safety results are used to the reinforcement. Then, based on the load transformed from the upper structure, the shallow foundation is designed and calculated. Finally, the PKPM and AUTO-CAD soft are used to draw the structural working drawing. Key words: Frame Structure；Concrete structure；Load Calculation；Internal force calculation； Structural design 目 录 1设计资料 1 11 初步设计资料 1 12 结构选型 . 1 2截面尺寸选择及计算简图 2 21 梁截面尺寸估算. 2 22 板截面尺寸估算. 2 23 柱截面尺寸估算. 2
