1、I 摘 要 本工程名称为某园区管委会设计，结构为全现浇混凝土框架结构，6 层，建 筑面积 6060 平方米，设计使用年限为 50 年。工程所在地区为合肥，抗震设防等 级为 7 度。设计过程遵循先建筑后结构再施工的顺序进行。建筑设计，依据建筑 总体规划要求、建筑用地条件和基地周边的环境特点，首先设计建筑平面， 其 次进行立面造型、剖面设计。考虑到建筑等级和防火要求，建筑设计应满足使用 功能和造型艺术的要求，并适应未来发展与灵活改造的需要。 本次设计主要包括结构选型及结构布置、确定计算简图及计算单元、荷载计 算、侧移控制、内力组合、构件设计、楼梯设计、基础设计等内容 。本工程采 用钢筋混凝土结构框
2、架结构体系（横向承重） ，选择了有代表性的一榀框架进行 计算。对于竖向荷载作用采用弯矩二次分配法，水平荷载作用采用 D 值法。设 计计算整个过程中综合考虑了技术经济指标和施工工业化的要求。 关键词关键词：建筑设计；结构设计；施工组织设；荷载计算 II ABSTRACT This project is designed for comprehensive building with a style of cast-in frame work. The building has six floors.The structure locates HeFei with an anti-earthqua
3、ke degree of 7. The design process follows the order: firstly, the architectural design; secondly, the structural design; lastly, the foundation design. The architectural design, according to the master plan of the building, the site conditions, peripheral urban environment, and characteristic of th
4、e base, the building plain design goes first. The elevation design is carried out secondly. Considering the building classification and fire prevention demands. The architectural design should meet the needs of the function requirement, the use requirement and development and flexible transformation
5、 in the future. . Structural design maintains close ties with the architectural design, which is based on current relevant codes. It includes the structure style, the preliminary estimation for the structural members, confirmation of the sketch and unit for calculation, sideway control, load calcula
6、tion, component design, slab-stairs design, floor overlay design and foundation design. This project adopts reinforced concrete frame (transverse bearing), which has chosen a representative frame to calculate. Vertical load function adopts moment distribution method, level load function adopts D value method, and seismic load function adopts equivalent base shear method. During the design process earthquake-resistant design, technical economy index and construction industrialized request are syn
