1、 毕 业 设 计毕 业 设 计 题题 目目 xx 分校管理学院教学楼设计 学学 院院 土木建筑学院 专专 业业 土木工程 班班 级级 土木 0701 班 学学 生生 学学 号号 指导教师指导教师 xx 二一一 年 五月 三十日 济南大学毕业设计 I 摘 要 本次设计是 xx 分校管理学院教学楼设计,教学楼共有六层，层高均为 3.9m，建筑总 面积为 8359.32m2, 建筑总高度为 24.3m。本建筑物设计为一字形，采用现浇钢筋混凝土 框架结构，按规定抗震等级为三级，抗震设防烈度为 7 度。结构设计时取一榀典型框架， 按荷载统计、内力计算和截面设计顺序进行设计，水平地震作用采用底部剪力法计算
2、荷 载值，活荷载按三种不利布置分别计算内力，风荷载和水平地震作用采用 D 值法进行内 力计算。内力组合考虑非抗震组合和抗震组合并按“强柱弱梁”、 “强剪弱弯”的抗震 原则进行内力调整，此外还进行了楼板和楼梯的设计以及一品框架的电算设计，最终完 成结构计算书一份、建筑施工图一份、结构施工图一份。 关键词关键词： 框架结构;结构设计;抗震设计;内力组合;截面设计 济南大学毕业设计 II ABSTRACT This design is a teaching building design for the school of Management of the branch campus of Wei
3、hai.The cstuction has six storeys with 3.9 meters a storey, the total construction area of 8359.32 m2 and a total height of 24.3 m and . This building design adopt cast-in-place reinforced concrete frame structure with the seismic grade of level 3 and the seismic fortification intensity of 7 degrees
4、. The design processed by taking a typical frame and carried on according to load typical statistical, internal force calculation and cross-section design order. Adoping the bottom shear method to calculate the load value of the horizontal earthquake effect. Calculation the internal forces according
5、 to three kinds of adverse live load respectively. Tnternal forces of the wind load and the horizontal seismic effect calculated adopting D value method. Carring on the internal force combination by considering the seismic combination and without considering the seismic combination and adjusting the
6、 internal force by the principles of “strong column and weak beam“and “strong shear capacity and weak bending capacity “. Furthermore, designing the floor and stair and computing the framework design. Finally complete structure calculations, building construction drawing, and structure construction drawing. Key words： frame construction； structural design； aseismatic design； internal force combination; section
