1、 毕业设计毕业设计 职业学院学生公寓楼设计职业学院学生公寓楼设计 中 文 摘 要中 文 摘 要 本设计内容 6 层学生公寓楼设包括建筑设计、结构设计。 本公寓高 22m，总建筑面积 5819 。建筑设计包括平面、立面及剖面 设计。 结构设计包括框架设计，构件设计和基础设计。其中框架采用钢筋混 凝土横向框架。基础采用钢筋混凝土柱下独立基础以及联合基础。本文着 重对一榀横向框架进行了配筋设计。分类统计计算作用在框架梁框架柱上 的各种恒荷载、活荷载、风荷载以及地震作用（底部剪力法）的大小。本 文用迭代法计算框架在竖向荷载作用下的内力包括梁柱端弯矩剪力轴力及 梁跨中弯矩，D 值法计算框架梁柱在风荷载以
2、及地震作用下的内力包括梁 柱端弯矩剪力轴力。根据最不利又有可能的原则对框架进行内力组合包括 永久荷载效应控制组合、可变荷载效应控制组合以及地震作用参与控制组 合。根据内力组合结果，对梁柱进行截面配筋设计包括正截面抗弯计算、 斜截面抗剪计算以及柱轴压比验算。根据框架柱内力结果，设计基础包括 初定基础尺寸、基础抗冲切验算、基底应力验算、最后计算基础内力并配 筋。本文用弹性理论计算双向板内力包括跨中弯矩以及支座弯矩并以此为 依据对板进行配筋。 关键词：框架结构关键词：框架结构；结构设计结构设计；内力计算内力计算； 内力组合内力组合；配筋配筋 The design of Career Academy
3、student apartment building in abstract The design content of the 6 storey student apartment building, including architectural design, structural design. This apartment is 22m high, the total construction area of 5819 square meters. Architectural design includes plane, elevation and section design. T
4、he structure design includes frame design, component design and foundation design. The frame adopts reinforced concrete transverse frame. The foundation is made of reinforced concrete columns, independent foundations and combined foundations. In this paper, the reinforcement design of a transverse f
5、rame is emphasized. Classification statistics are used to calculate the magnitude of the constant load, live load, wind load and earthquake action (bottom shear method) acting on the frame beam column. In this paper, using iterative method to calculate the internal forces of the frame under vertical
6、 load including shear axial force and bending moment of beam to column end moment Liang Kuazhong, D value method to calculate the beam column under wind load and seismic forces under the action of axial force shear force bending moment of beam to column end including. According to the most unfavorable and possible principle, the internal forces of the frame are combined, including permanent load effect control combinations, variable load effect control combinations, and seismic ac
