办公楼框架结构设计.doc

毕业设计(论文) 公司办公楼摘要本课题为东营市华凌科技办公楼的设计, 4层,建筑面积约 3000m 2,长 42m ,宽 ,高 。采用钢筋混凝土框架结构。首先,根据设计出的建筑方案及所选用的建筑材料及做法,确定结构计算简图,进行荷载和内力计算,绘制了相应的内力图;其次,进行结构内力组合,确定结构控制截面的弯矩、剪力和轴力设计值。最后,根据已经计算出的结构控制截面的内力值,对梁、板、柱、基础等进行配筋计算,并绘制了相应的结构施工图。同时,本文采用 PKPM 软件进行电算,以保证计算结果的可靠性,并达到同手算结果对比、分析的目的。关键词: 框架结构;内力;配筋;控制截面 ABSTRACT The topic is the design of Hua Ling technology office building in DongYing city, four layers, the area of construction is about 3000 m 2, the length of the building is4 2m, the width m and the height is . This building is reinforced concrete frame structure. First of all, according to architectural drawing of design , building material and method ,d etermine schematic calculation ,pleting the load and internal forces calculation ,d rawing a map corresponding to the internal forces ;S econdly , proceed the structure internal bination , determine the structure contro l sectional bending moment, shearing force and ax force design value. Finally , according to already calculate structure control sectional internal force value, the beam, slab and columns, the foundation being reinforced, and the mapping of the corresponding structure construction plan. At the same time, we used the software PKPM to ensure the reliability of results, and achieve the purpose of analysis , contrast the result which was calculated by hand. Keywords : frame construction ; internal force ; reinforcement ;c ontrol section 目录前言························································································ 1 第 1章设计资料·········································································· 2 工程概况············································································· 2 设计标高············································································· 2 气象资料············································································· 2 工程地质资料······································································· 2 抗震烈度·······························