摘要本工程为设计, 主要分建筑设计和结构设计两大部分. 地处南京，该建筑物总长度为48m，总宽度为11.1m，共六层，总建筑面积为2664m2，主体结构采用现浇钢筋混凝土框架结构。抗震设防烈度为7度。
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，综合考虑地质条件、使用功能等方面确定该结构柱网尺寸，各层层高定为3m。51284
本次结构设计主要以结构方案中中间一榀框架进行分析。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，再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。本设计采用独立基础，对基础承台进行了受力和配筋计算，最后完成施工图绘制。
关键词:住宅楼设计； 框架结构； 结构设计；内力组合；桩基础
Abstract This project is designed primarily architectural design and structural design of two parts. Located in Nanjing, the building is a total length of 48m, a total width of 19m, a total of six, with a total construction area of 5472 ,the main structure of in-situ reinforced concrete frame
structure. Seismic intensity of 7 degrees.
This design implementation of the "practical, safe, economic, aesthetic" design principles. In accordance with the building design, considering the geological conditions, functionality and other aspects of the structure to determine column grid size is 8m × 4m, layers storey as 3.6m.
The structural design of the main structure of the program in the middle of one-bay frame for analysis. In determining the frame layout, the first carried out on behalf of the interlayer load value is calculated, followed by the use of vertex displacement method for the earthquake cycle, and then calculated according to the level of the base shear under seismic load size, and then find the horizontal loads structural forces (bending moment, shear, axial force). Then calculate the vertical loads (dead load and live load) under the action of the structural forces, and then identify the most unfavorable one group or several groups combined forces. Select the safest results calculated reinforcement and drawing. In addition, the structure of the program carried out in the interior design of the staircases, the completion of the platform board, bench boards, platforms, beams and other components of internal forces and reinforcement calculation and construction drawings. This design uses independent foundation, foundation platform carried on by force and reinforcement calculation finalize construction drawings.
Keywords: Residential building design; frame structure; structural design; forces combined; pile foundation
目录
第一章 绪 论 1
1.1选题目的和意义 1
1.3主要研究内容 3
1.4 研究方法步骤 4
第二章 建筑设计 6
2.1 基本设计资料 6
第三章 横向框架计算简图 8
3.1 横向框架计算简图 8
3.2 柱网布置简图 南京六层住宅楼建筑结构设计+CAD图纸:http://www.751com.cn/gongcheng/lunwen_54873.html