鞍山科信公司办公楼建筑结构设计书计算书.docVIP

鞍山科信公司办公楼建筑结构设计 摘要 本设计为鞍山市信办公楼建筑结构设计。该工程为框架结构，共5层，高20.60米，总建筑面积为5094平方米。本设计分为建筑和结构设计两个部分。建筑设计是进行结构设计的基础。本设计为办公楼设计，以为办公人员提供舒适的环境为前提，以满足人们的价值观和需求为原则，合理进行建筑平面设计及建筑立面设计。结构设计在尽量满足建筑设计要求的情况下，先进行框架柱网布局以及框架承重方案的选择，然后计算结构水平地震作用水平地震。而后计算竖向荷载作用下的结构内力。并进行框架梁柱内力组合，选取最不利的内力组合计算配筋并绘。 关键词: 办公楼；框架结构；抗震设计；内力组合 Architectural and Structural Design of Kexin Office Building in Anshan Abstract This design is the architectural and structural design of Kexin office building in Anshan city. The engineering is frame structures, which has 5 floors. Its height is 20.6 meters and the area of the building is 5094 square meters. This design consists of architectural design and structural design. The structural design is based on the architectural design. The design, which is the office building design, at the premise of supplying a comfort environment in order to meet the sense of worth and the need for guests and indoor design, architectural elevation design have been done properly. Structural design is at the case of meeting the requirement of architectural design. Firstly, the allocation of frame column graticule and the option of frame bearing programme. After that, structural horizon seismic shock load has been calculated and according to the sideway rigidity, the horizon seismic shock force has been allocated. Then the internal force of structure, which is at the under of earthquake, has been worked out. After that, the internal force of seismic of vertical load has been calculated and the association of frame beam and column . In the end, accessing the internal force association of worst-cast and calculating distributed steel and drawing practice. Key words: Office building; Frame; Seismic design; Association of internal force 目 录 1 绪论 1 1.1 设计选题背景 1 1.2 办公建筑的分类与发展 2 1.3 办公楼建筑的设计 3 2 建筑设计说明 5 2.1 工程概况 5 2.2 工程设计依据 5 2.2.1 工程设计原始资料 5 2.2.2 规范 5 2.3 建筑设计的目的和要求 5 2.4 总平面设计依据及说明 6 2.4.1 建筑总平面设计 6 2.5 建筑平面设计 6 2.5.1 主要使用房间的设计 7 2.5.2 辅助使用房间的设计 9 2.5.3 交通联系部分的设计 9 2.6 建筑剖面设计 1