土木工程育才中学教学楼设计大学论文.doc

毕 业 设 计 [论 文] 题 目： 育才中学教学楼设计 学 院： 土木与材料工程 专 业： 土木工程 姓 名： 学 号： 指导老师： 完成时间： 2017年03月28日 摘要 本设计完成了一座中学教学楼的建筑设计和部分结构设计。它的结构是异形柱-短肢剪力墙结构。建筑面积约为4500m2，建筑高度为17.10m，基本风压0.40kN/m，基本雪压0.55kN/m。本工程地震设计烈度为7度，抗震等级为二级。建筑防火等级为二级，建筑耐久年限为50年。在进行结构设计之前建筑设计已完成并由指导老师认可。 教学楼属于公共建筑，既要求满足建筑布局，也要有抗震、采风通光等各方面的要求。当我在做结构设计的时候，我需要确定梁的截面尺寸，柱的截面尺寸，短肢剪力墙的截面尺寸。结构设计部分主要由PKPM计算。 关键字： 异形柱；短肢剪力墙；结构设计 Abstract This design has completed a middle school teaching building’s architectural design and part of its structural design。’s structure is special-shaped columns and short-shear walls structure. The floor area approximately is 4500m2, building height is 17.10m, the basic wind pressure is 0.40kN / m, the basic snow pressure is 0.55KN/m。This project’s seismic fortification intensity is 7 degree,seismic fortification grade is grade two. The fire prevention grade of this building is grade two, the design working life of this building is 50 years. The architectural design have been completed and admitted by the academic teachers before the structural design. The teaching building belongs to the public building, not only be requested to satisfy the architectural composition, but also various of requests,for example: resisting to earthquakes, collect wind and passes the light and so on.When I am doing the structural design,I need calculate the size of the cross section which include the bridges,the columns,the short-shear walls. 。Structural design section is mainly calculated by PKPM. Keywords: special-shaped columns；short-shear walls；structural design 目 录 1 工程概况 4 2 构件尺寸确定 4 2.1梁截面尺寸初选 4 2.2异形柱和剪力墙截面初选 4 2.3板厚初选 5 3 基础选型与埋置深度 5 4 荷载计算 6 4.1计算高度的确定 6 4.2重力荷载计算 6 4.2.1屋面和楼面的永久荷载标准值计算 6 4.2.2屋面和楼面的可变荷载标准值计算 7 4.2.3梁，柱，墙，门，窗等重力荷载计算 7 4.3重力荷载代表值计算 9 4.3.1底层重力荷载代表值G1 9 4.3.2二三四层重力荷载代表值G1，G2，G3 10 4.3.3五层重力荷载代表值G5 11 5 结构模型信息概况 13 5