土木工程毕业设计某综合办公楼计算书建筑及结构部分精选.doc

土木工程毕业设计某综合办公楼计算书建筑及结构部分精选.doc

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土木工程毕业设计某综合办公楼计算书建筑及结构部分精选

土木工程毕业设计某综合办公楼计算书建筑及结构部分 目 录 摘 要 ······························································Ⅲ ABSTRACT····························································Ⅳ 前 言 第一章 建筑方案设计 ·················································2 1.1工程地质······························································2 1.2 主要建筑做法·························································3 1.3 建筑结构选型,平面布置及构件截面初估··································3 第二章 结构设计方案 2.1 确定计算简图及梁柱线刚度·············································6 2.2.荷载统计···························································· 9 2.3 风荷载作用下的侧移验算············································· 26 2.4 横向地震荷载作用下的侧移验算········································28 2.5 论······························································ 177 谢 辞································································178 参考文献······························································179 山东建筑大学毕业设计说明书 摘 要 本工程的任务是某公司综合办公楼的设计,其总建筑面积为6000㎡,共分为7层,底层层高3.9m,其它层3.6m。总建筑高度为25.5m。整体结构呈一字型,属于多层钢筋混凝土框架结构。 该工程的承重结构为框架梁和框架柱,墙体起分隔和保护的作用,内外墙厚均为200㎜。该工程的设计包括建筑设计和结构设计。在整个设计过程中,严格按照规范要求进行计算,运用的计算方法包括迭代法迭代法、D值法、底部剪力法等,并利用PKPM、AutoCAD等制图软件进行绘图,Word、Excel等办公软件进行辅助设计。 通过本次设计,要求基本掌握综合办公楼的功能要求和使用要求。并能依据设计任务书、技术条件等做出较为合理的设计方案及建筑施工图的绘制。 关键词:钢筋混凝土;框架结构;建筑设计;结构设计;迭代法;底层剪力分配法 - 63 - 山东建筑大学毕业设计说明书 Design of Comprehensive Office Building for One Company (Project Six) ABSTRACT The project for a company office building design, the design of seven layer, The first layer is 3.9m.and the other layers are3.6m。The total construction area is 6000 ㎡and the total height is 25.5m.General layout for the building shape, the structure of steel reinforced concrete frame structure. This design bearing structure for beam and column, wall body as the filling materials, internal and external wall are 200 mm. Structure design part mainly includes the internal force calculation and section design. Internal force calculation include basic material computation, horizontal seismic load, the wind

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