土木工程毕业设计（论文）-西安市六层办公楼设计.doc

PAGE I 摘 要 本文研究的内容是西安XX研究院办公楼设计。通过建筑设计和结构设计，验证工程的可行性及满足各项功能的使用要求，是反映工程可行性以及技术经济指标的综合性资料。 本工程设计结合地方地质及水文气候条件，依据各设计规范，使设计结果既符合设计标准，又满足使用要求，经济合理性。 本工程为拟建多层办公楼，主楼标高22.65 m总建筑面积5344m2，本建筑防火等级二级，抗震设防烈度8度。工程结构设计采用框架结构，结构设计按纵横向框架承重分析。设计包括结构部分、楼梯、基础等。根据任务书定出各层平面图及平面布置，在进行构件截面估算和荷载计算后，选取一榀框架进行计算，计算内容包括框架梁柱截面尺寸的选取及线刚度的计算；地震作用下梁端柱端弯矩、剪力的计算；楼梯配筋计算。在手算后，还使用CAD、Word、Excel等工具进行电脑输入，并对手算的结构进行了分析和检查。 最后依据计算结果，结合相应的结构构造要求，绘制结构施工图和建筑施工图，写出相应的设计说明以及结构设计计算书 关键词：框架结构 抗震 结构设计 内力计算 全套图纸加扣 3346389411或3012250582 PAGE 72 Abstract The contents of this paper is the apartment of Xi an XX research institute. Through the architectural design and structure design, verify that the engineering feasibility and meet various requirements, functionality is a reflection of the engineering feasibility and technical and economic indicators of comprehensive data. This engineering design combined with local geological and climatic conditions, water asked by various design specification, make design results met design standards, and use, economic rationality. According to the sue function, the construct contents apartment and entertainment building .The height is 22.65m of main floor. Total building area is 5344m2.This building resistant fires is second class, and the seismic fortification intensityis seven degree. This engineering construction design adoption the frame construction. Being calculating the structure, the lateral structure be lacked as frame system and be analysis. The design included the construction of the structure of the stairs and so on. According to the mandate set of floor plans and layout of each floor. The program for the main structure of two-way load-bearing framework, such as cross-lateral framework load component in the calculation and estimates section, selecting a ping framework, including the framework of calculating earhquake Beam, column-moment, framework reinforced beams calculated and the basis for calculating the stairs reinforced reinforcement calculation. Finally ,bu