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1、1毕 业 设 计（论 文）西安庆安公司办公楼设计系别 ：土木工程专业名称：建工0908学生姓名：彭鑫学号 ：0903011047指导教师姓名、职称：闫月梅、教授完成日期 2012 年 12月 20 日I西安庆安公司办公楼设计摘 要本工程为西安市庆安公司办公楼工程，采用框架结构，主体为六层，本地区抗震设防烈度为8度，近震，场地类别为II类场地。主导风向为西南，基本风压0.40KN/M，基本雪压0.25 KN/M。楼屋盖均采用现浇钢筋混凝土结构。本设计贯彻“实用、安全、经济、美观”的设计原则。按照建筑设计规范，认真考虑影响设计的各项因素。根据结构与建筑的总体与细部的关系。本设计主要进行了结构方案中
2、横向框架第12轴抗震设计。在确定框架布局之后，先进行了层间荷载代表值的计算,接着利用顶点位移法求出自震周期，进而按底部剪力法计算水平地震荷载作用下大小，进而求出在水平荷载作用下的结构内力（弯矩、剪力、轴力）。接着计算竖向荷载（恒载及活荷载）作用下的结构内力。是找出最不利的一组或几组内力组合。 选取最安全的结果计算配筋并绘图。此外还进行了结构方案中的室内楼梯的设计。完成了平台板，梯段板，平台梁等构件的内力和配筋计算及施工图绘制。对楼板进行了配筋计算，本设计采用桩基础，对基础承台和桩进行了受力和配筋计算。整个结构在设计过程中，严格遵循相关的专业规范的要求，参考相关资料和有关最新的国家标准规范，对设
3、计的各个环节进行综合全面的科学性考虑。总之，适用、安全、经济、使用方便是本设计的原则。设计合理可行的建筑结构方案是现场施工的重要依据。 关键词： 框架结构；抗震设计；荷载计算；内力计算；计算配筋论文类型：应用型 Xian Qingan Company BuildingABSTRACT Works for the city of Xian qingan company office building, a framework structure.This ucture for a six-storey main, in the region earthquake intensity of 8 d
4、egrees near Lan site classification as Class II venues. Led to the southwest direction, the basic Pressure 0.40 KN /M, basic snow pressure 0.25KN/M. Floor roof were using cast-in-place reinforced concrete structure.The design and implement practical, security, economic, aesthetic, the design princip
5、les. With the architectural design, design seriously consider the influence of the various factors. According to the structural and architectural detail and the overall relationship.The design of the main structure of the program horizontal framework 12-axis seismic design. In determining the distri
6、bution framework, the first layer of representative value of the load, Then use vertex from the displacement method for earthquake cycle, and then at the bottom of shear horizontal seismic load calculation under size, then calculated the level of load under the Internal Forces (bending moment, shear
7、 and axial force). Then calculate vertical load (constant load and live load) under the Internal Forces. Identify the most disadvantaged group or an internal force several combinations. Select the best safety results of the reinforcement and Mapping. In addition, the structure of the program indoor
8、staircase design. Completion of the platform boards, boards of the ladder, platform beam component and the reinforcement of internal forces calculation and construction mapping. On the floor reinforcement calculation, the use of pile foundation design, foundation and pile caps for the force and rein
9、forcement calculation. The whole structure of the design process, in strict compliance with the relevant professional standard, reference to relevant information and the latest national standards and specifications, and design of the various components of a comprehensive scientific considerations. I
10、n short, application, security, economic and user-friendly design is the principle. Design reasonable and workable structure of the program is the construction site of the important basis for the construction.Keywords:Frame Structure；Seismic Design；Load Calculation； Internal force calculation；Calcul
11、ation reinforcementPaper types: the application of research 2目录1 建筑设计说明1 1.1设计依据1 1.2建筑概括1 1.3建筑平面设计1 1.4建筑立面设计3 1.5工程做法32 结构设计说明7 2.1概述8 2.2墙体8 2.3材料9 2.4框架梁柱墙面屋面板及其他构造要求103 工程概括12 3.1初步设计资料12 3.2结构选型134 结构布置及计算简图15 4.1结构布置及梁柱15 4.1.1梁柱截面尺寸初选16 4.2结构布置16 4.3梁的计算跨度17 4.4框架结构计算简图175 重力荷载代表制计算19 5.1荷载计算196 框架侧移刚度计算27 6.1横向框架梁柱线刚度计算27 6.1.1框架梁柱线刚度计算27 6.1.2横向梁柱平均线刚度比287 横向水平作用下荷载内力和侧移计算31 7.1水平地震作用下结构各层的总重力荷载代表值计算31 7.1.1水平地震作用下框架侧移验算31 7.2水平地震作用下框架内力计算
