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1、( 此文档为 word 格式，下载后您可任意编辑修改！)摘要本工程为西安某学院办公楼设计，该楼为六层，总高23.3 米，总建筑面积约为6287.76m2。本设计依据设计任务书，运用力学钢筋混凝土、结构力学基本原理及土力学和对材料性质的深刻了解，遵守设计规则，保证建筑结构合理，所有材料的质量和强度合格，工艺良好。本建筑设计分为：建筑设计、结构设计。建筑设计采取积极措施来增强建筑物的外表强度和坚固性，给人以心理上的安全感。另外，还要有艺术的美感，要有时代气息。结构体系是钢筋混凝土框架结构，结构设计是使结构物得到足够的强度、刚度和韧性的过程。结构体系选择后，进行荷载分析和强度分析，同时考虑与建筑经济
2、学的关系，把材料制做安装所需成本、所用时间，以及结构使用期间的维修联系起来。关键词：框架；结构设计；内力计算The Office of the Xi an XX collegeAbstractThis project is The Design of the Office of the Xian XX college, There are six storys in the building.The general is based on the design requirements, original information,application of mechanics RC, bas
3、ic principles of structural mechanic, soil mechanics and well knowing material quality, obeying rules of design, ensuring the structures of architecture reasonable, and the quality and intensity of all materials are qualified, and the techniques are the same.This architecture design is divided into
4、three parts: architecture design, structural design.Architecture design will adopt available measuresto increase constructions surfaceintensity and firmness. It will also give people safe felling on psychological. On the otheris a process of making construction structures get enough intensity, stiff
5、ness and toughness. After structural system is chosen, carrying out the analysis of load and intensity, at mean time taking into account the associatedrelation with building economics,combining the time and cost of materials fabricating and fixing, and the maintenance of structure during operation a
6、nd use period.Construction organization schedule: according to scientific subdivision works, continuous construction methods, reasonable arranging construction orders, paying attention to safe measures, and ensure to obtain economic benefit.Keywords :frames; structural design; intevnalforce calculat
7、ion目录1.1设计基本资料 .11.1.1工程概况 .11.1.2原始设计资料 .11.2建筑设计说明 .11.2.1建筑平面设计 .11.3.1屋面做法 .72.1设计资料 .102.1.1工程概况 .102.1.2气象资料 .102.2 结构布置计算 .102.3结构方案选取 .102.3.1竖向承重体系选取 .102.3.2水平方向承重体系选取 .112.3.3基础形式选取 .112.4框架梁柱尺寸确定 .112.4.1梁截面尺寸的确定 .11柱截面尺寸的确定12板厚的确定122.5 框架梁柱线刚度计算12横梁线刚度12柱的线刚度计算12横向框架柱侧移刚度D 值计算132.6 恒荷载计算13荷载传递的基本原理13荷载统计142.7.风荷载作用下框架结构内力计算和侧移计算16风荷载标准值16水平风荷载作用下的内力计算172.8 地震作用计算19重力荷载代表值19水平地震作用及楼层地震剪力计算21水平地震作用下的内力计算232.9 竖向荷载作用下框架结构的内力计算25荷载计算252.10 横向框架内力组合和调整36框架梁内力组合36承载力抗震调整系数36梁端剪力调整37梁跨间最大正弯矩组合的设计值37框架柱的内力组
