设计总说明本设计课题为上海悦康办公楼结构设计。采用框架—剪力墙结构，该建筑仅供办公使用，共五部电梯，两部楼梯。本工程结构地上十751层，地下一层，屋顶为建筑找坡，坡度2%，建筑物高度为65.150m。近几年来随着人口的增多，越来越多的高层拔地而起，框架—剪力墙结构也应运而生。41371
框剪结构是在框架结构中布置一定数量的剪力墙，构成灵活自由的使用空间，满足不同建筑功能的要求，同时又有足够的剪力墙，有相当大的侧向刚度（剪力墙的侧向刚度大就是指在水平荷载（风荷载和水平地震力）的作用下抵抗变形能力强）。
框剪结构的受力特点，是由框架和剪力墙结构两种不同的抗侧力结构组成的新的受力形式，所以它的框架不同于纯框架结构中的框架，剪力墙在框剪结构中也不同于剪力墙结构中的剪力墙。
本设计课题采用框架—剪力墙结构不仅能满足建筑使用功能方面的各种要求，且在结构设计阶段合理布置柱、墙和梁，使得整个结构受力合理，并能达到较好的经济效益。
毕业论文关键字：建筑、框剪、结构
Abstract
The design issues for Shanghai yuekang office building structure design. Using frame shear wall structure, the building is only for office use, a total of five elevators, two stairs.The project structure on the sixteen floor, the ground floor, the roof of the structure to find a slope, slope 2%, the height of the building is 65.150m. In recent years, with the increase of population, more and more high-rise built and frame shear wall structure has emerged.
Frame shear wall structure is in frame structure layout of a certain number of shear wall, a free and flexible use of space, to meet the requirements of different architectural features and adequate shear wall, a considerable lateral rigidity (shear wall lateral stiffness of large refers to in under the action of horizontal load wind load and horizontal seismic force resistance deformation ability).
Frame shear wall structure stress characteristic is composed of frame and shear wall structure with two different anti lateral force structure of the new force, so the framework of its different framework from the pure frame structure, shear wall in frame shear structure are also different in shear wall structure in the shear walls.
The subject of the design the frame shear wall structure can not only meet the functional requirements for the use of building and in the stage of structural design reasonable arrangement column, wall and beam, the force structure is reasonable, and can achieve better economic benefits.
Key words: architecture, frame shear, structure
 目录
1  建筑设计部分1
   1.1  题目来源 1
   1.2  工程概况 1
   1.3  主要参考文献和所用设计规范 1
2   结构方案设计2
   2.1  设计依据和要求 2
     2.1.1 工程等级2
     2.1.2 自然条件2
     2.1.3 设计荷载3
     2.1.4 设计规范及规程3
   2.2  结构方案3
     2.2.1 结构选型3
     2.2.2 基础形式4
   2.3  主要材料4
     2.3.1 混凝土强度等级4
     2.3.2 钢材4
     2.3.3 钢筋接头形式4
     2.3.4 混凝土保护层厚度5
     2.3.5 砖及砂浆5
   2.4  梁、板、墙、柱截面选择  5
     2.4.1 板厚确定5
     2.4.2 梁柱截面尺寸确定5
     2.4.3 连梁截面尺寸确定5 框架剪力墙结构高层办公楼结构设计计算书+CAD图纸:http://www.751com.cn/gongcheng/lunwen_41393.html