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    摘要本设计主要分建筑设计和结构设计两大部分。地处江苏,该建筑物总长度为36m,总宽度为15.8m,共五层,总建筑面积为2844m2,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。

    这次毕业设计整个设计分为三个阶段:1.制定结构方案阶段;2.结构计算阶段;3.施工设计阶段。根据任务书所提供的建筑物基本信息,考虑其所在地的抗震设防烈度,场地的类别,建筑物的高度和层数等来确定建筑的结构形式,确定学生公寓楼设计采用框架结构。50887

    结构计算按横向框架承重分析,在确定框架布局之后,先进行了重力荷载代表值的计算,进而按底部剪力法计算水平地震作用下底部剪力的大小,进而求出在水平地震作用下的结构内力(弯矩、剪力、轴力)。计算竖向荷载(恒载及活荷载)作用下的结构内力,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。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。

    毕业论文关键词:框架;结构设计;抗震设计

    Abstract  This project is designed primarily architectural design and structural design of two parts. Located in Jiangsu, the building is a total length of 36m, a total width of 15.8m, a total of five, with a total construction area of 2844m, the main structure used cast-in-situ reinforced concrete frame structure. Seismic intensity of 7 degrees.

    This graduation whole design is pided into three stages: 1.The structure plan formulation stage; 2.Structure calculation stage; 3.The construction design stage.According to the specification provided by the building basic information,considering the local seismic fortification intensity,site category,the height of the building and the layer number to determine the structure form of buildings,determine student apartment building with frame structure design.

     Structural calculation according to the transverse load analysis framework. In determining the frame lay out, the first carried out on behalf of the interlayer load value is calculated, 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.

    Keyword: frame; structural design;aseismic design 

    目  录

    第一章:绪论 1

    1.1主要设计内容 1

    1.2国内外发展现状及存在的问题 1

    1.3防火及安全设计 2

    第二章:结构设计 3

    2.1基本设计条件 3

    2.2工程地质条件 3

    2.3结构选型 3

    2.4结构布置 4

    2.5梁柱截面尺寸的初步确定 4

    第三章:框架侧移刚度的计算

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