摘要:本建筑为一中学教学楼，位于上海市，建筑面积为5329m2，框架结构，层数为五层，总建筑高度为19。95m，室内外高差为0。45m，无地下室，结构设计合理使用年限50年，抗震设防烈度为7度，设计耐火等级为二级，墙体材料为陶粒混凝土空心砌块。本建筑坐北朝南，建筑平面为一字形，两端向南凸出2。4m，便于布置大教室，外表美观，布局合理，主要有普通教室，各层布置有教室办公室和教室休息室，卫生间分别布置在各层两端，对称布置，结构简单而实用。两部楼梯板式楼梯，全部为封闭式楼梯，底部走廊两端设有门，满足防火要求，易于紧急情况下人流疏散。结构类型为现浇钢筋混凝土框架结构，在框架结构计算时，采用PKPM软件辅助计算，因为是教学楼，关系重大，所以加强了抗震要求。71900

毕业论文关 键 词：教学楼,建筑设计,结构设计,框架结构,施工组织

Comprehensive teaching building of experimental middle school, Qingpu District, Shanghai

Abstract:This building is a secondary school buildings, located in Shanghai, the construction area of 5526。8 m2, frame structure, layer number of five layers, total building height of 19。95 m, indoor and outdoor elevation difference of 0。45 m, basement, reasonable structure design to use fixed number of year for 50 years, seismic fortification intensity of 7 degrees, design fire resistance rating for the secondary, wall materials for ceramsite concrete hollow block。This building sits, architectural plane as a glyph, protruding southward on both ends of 2。4 m, easy to decorate a big classroom, beautiful appearance, rational layout, there are mainly ordinary classroom, each layer is decorated with the classroom office and a lounge, toilet is respectively arranged on both ends of each layer, symmetrical layout, structure is simple and practical。Two stair plank stair, all is enclosed stair, bottom corridor has door at both ends, meet fire prevention requirement, easy emergency the people evacuate。Structure type for the cast-in-situ reinforced concrete frame structure, the frame structure calculation, using PKPM software aided calculation, because it is the building and matters, so to strengthen the seismic requirements。

Key words: teaching building, Architectural design,Structure design, Frame structure, The construction organization 

目录

1建筑设计 1

1。1设计依据 1

1。2设计要求 2

1。3建筑设计 2

1。3。1平面设计 2

1。3。2柱网布置 2

1。3。3楼板层的选择 2

2结构方案设计 3

2。1设计依据 3

2。2 设计要求 4

2。3结构方案 5

2。3。1结构选型 5

2。3。2结构布置 5

2。3。3 基础形式 5

2。3。4主要材料 5

2。3。5 梁、板、柱截面选择 6

2。3。6 竖向荷载计算 7

3结构电算 9

3。1电算内容 9

3。2电算小结 41

4横向框架手算 43

4。1工程概况