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1、毕业设计职业学院学生公寓楼设计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
2、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；结构设计；内力计算；内力组合；配筋The design of Career Academy student apartment building in abstractThe design content of the 6 storey stud
3、ent 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.The structure design includes frame design, ponent design and foundation design.
4、The frame adopts reinforced concrete transverse frame. The foundation is made of reinforced concrete columns, independent foundations and bined foundations. In this paper, the reinforcement design of a transverse frame is emphasized. Classification statistics are used to calculate the magnitude of t
5、he constant load, live load, wind load and earthquake action acting on the frame beam column. In this paper, using iterative method to calculate the internal forces of the frame under vertical load including shear axial force and bending moment of beam to column end moment Liang Kuazhong, D value me
6、thod 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 bined, including permanent load effect contr
7、ol binations, variable load effect control binations, and seismic action control binations. According to the result of internal force bination, the section reinforcement design of beam column is carried out, including normal section bending calculation, oblique section shear resistance calculation a
8、nd column axial pression ratio checking calculation. According to the frame column internal force results, including the initial size of foundation, foundation design basic punching checking, checking, finally calculate the substrate stress and internal force of foundation reinforcement. In this pap
9、er, the internal force of the two-way plate is calculated by the elastic theory, including the midspan moment and the support bending moment.Key words: frame structure; structural design; internal force calculation; internal force bination; reinforcement目录绪论 0.1工程概况1 0.2设计内容和方法1第一章建筑设计说明 1.1建筑平面设计2
10、1.2建筑立面设计2 1.3建筑细部设计2第二章结构设计说明 2.1框架承重方案3 2.2梁柱截面尺寸估算3 2.3结构计算简图含梁柱刚度计算3第三章荷载计算 3.1恒载标准值计算6 3.2活载标准值计算8 3.3竖向荷载下框架受荷总图9 3.4风荷载标准值计算14 3.5地震作用下水平力计算14第四章内力计算 4.1恒载标准值作用下内力计算18 4.2活载标准值作用下内力计算19 4.3风荷载标准值作用下内力计算31 4.4地震作用下内力计算33 4.5梁柱内力计算结果汇总表40第五章内力组合 5.1控制截面内力计算43 5.2内力组合参系数确定43 5.3永久荷载效应控制组合46 54可变荷载效应控制组合49 5.5地震作用参与控制组合51第六章梁柱截面设计与配筋 6.1重力二阶效应计算53 6.2框架梁截面设计53 6.3框架柱截面设计58第七章构件设计 7.1楼梯设计64 7.2屋楼面板设计68第八章基础设计 8.1基础顶面荷载计算72 8.2基础尺寸及埋置深度72 8.3基础高度验算
