土木工程专业,无图纸,朝阳市文化大厦写字楼建筑结构设计.docx
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1、土木工程专业,无图纸,朝阳市文化大厦写字楼建筑结构设计目 录摘要 . I Abstract. II 引 言 . 1 1 建筑方面 . 3 1.1 建筑方案论述 . 3 1.2建筑设计说明 . 4 2 结构方面 . 6 2.1结构设计基本说明 . 6 2.2截面设计 . 8 2.3荷载汇合 . 9 2.4框架内力分析 . 9 2.5 板式楼梯计算 . 69 2.6基础的设计 . 73 结语 . 78 参考文献 . 80 附件 1朝阳市文化大厦写字楼建筑结构设计建筑图纸 . 82 附件 2朝阳市文化大厦写字楼建筑结构设计结构图纸 . 84 致谢 . 86摘要在这个经济飞速发展的时代,随着科技水平的
2、不断提高人们对写字楼以及其办公环境的要求也随之提高。对办公写字楼的地理位置和绿化环境也成为其中考量的标准,更对写字楼抗震、防火等级等平安方面提出更高要求,本次结构设计的目标以平安为主,对经济、舒适、人性化等方面进行改善,更加环保,绿色的办公环境更是新时代所要追求的。本次设计为朝阳市文化大厦写字楼建筑结构设计,主体为面积 6844.8m 2层高 5 层的框架结构。主要对结构刚度、梁板柱的截面尺寸、框架的内力、结构体系的布置还有楼板内的配筋及基础的计算、楼梯的计算等进行设计。还要结合绘图软件画出图纸,视察建筑设计的整体是否合理,是否平安。再依据盈建科软件来进行结构的截面设计与计算与手算部分比较来确
3、定详细信息。此外设计还应考虑结构的抗震设计,结合设计所处地区的抗震烈度设防等级来确定设计构件的材料与强度,以及应当实行的抗震措施。再依据结构的材料与强度去确定构件的截面尺寸及配筋方面的要求与计算,再结合书上以及规范上是规定来确定构件的箍筋加密区是否满意要求,进而完成构件的设计。依据房间的运用功能来规划房间的尺寸大小,位置。满意抗震防火要求,更加合理的支配内部结构设计。关键词:框架结构;建筑设计;结构设计;内力计算 Abstract In this era of rapid economic development, with the continuous improvement of the
4、level of science and technology, peoples requirements for office buildings and their office environment are also increasing. Location of office buildings and also become the considerations of the standard greening environment, more for office earthquake, fire rating and other security put forward hi
5、gher requirements, the goal of this design is given priority to with safety, to improve economic, comfortable, human nature, more environmentally friendly, green office environment but also to the pursuit of a new era. This design for the chaoyang city culture building office building structure desi
6、gn, the main area of 6488square meters 5-storey frame structure. It mainly designs the structural stiffness, the section size of beam, plate and column, theinternal force of frame, the arrangement of structural system, the calculation of reinforcement and foundation in floor slab, and the calculatio
7、n of stairs. It is necessary to combine drawing software to draw drawings to observe whether the overall architectural design is reasonable and safe. Then according to the software to carry out the design and calculation of the structure of the section and the manual part of the comparison to determ
8、ine the specific information. In addition, the seismic design of the structure should also be considered in the design, and the material and strength of the design members should be determined based on the seismic intensity fortification level of the design area, as well as the seismic measures to b
9、e taken. Then, according to the material and strength of the structure, the section size of the component and the requirements and calculation of the reinforcement are determined, and the stirrup encryption area of the component is determined to meet the requirements in combination with the provisio
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