12层剪力墙住宅楼大学教职工公寓设计+CAD图纸
毕业论文关键词： 剪力墙；等效刚度；地震作用；内力组合
Abstract This paper mainly describes the design process of the reinforced concrete shear wallstructure building. The design content is a 12 floors shear wall residential building. Theearthquake intensity is 7 degree, and the grade of antidetonation is third grade.The buildingmainly provide households with assorted facilities.Moreover,the building not only has aconcise and lively feature,but also meets the functional and seismic requirements. Thedesign service life is 50 years. I selected the two directions of the shear wall and of theshear wall ’ s four types which are integral wall, the overall small openings wall, limb walland wall mural type frame structure to calculate.The calculation content includes theselection of shear wall section size and computation of the equivalent stiffness; constantload, live load, wind load, seismic action under the action of the internal force calculation;the shear wall Vertical load, structural internal force calculation; Shear wall of internalforce combination; Shear wall reinforcement; Stair reinforcement calculation. Thecalculated results compared with PKPM computing to analyse the error.Through calculating the internal force of high-rise shear wall building and drawingthe architectural and structural working blueprint, I have mastered the method of structurecalculation,understanded the major knowledge in-depth, improved the ability of parsingand solving practical problems,realized the close relationship between civil engineeringspecialty basic theory and production practice, as well as the national standard.Keywords: Keywords: Keywords:
Keywords: shear wall; equivalent stiffness; earthquake action; combination of internalforces
目录
第一章建筑设计说明----1
1.1设计依据及要求-1
1.2住宅楼平面设计-1
1.3住宅楼剖面设计-4
1.4住宅楼立面设计-4
1.5结构方案5
第二章结构设计说明----6
2.1结构的选型-6
2.2结构布置8
2.3本设计的主要内容9
第三章竖向荷载计算10
3.1楼面活荷载10
3.2屋面活荷载10
3.3楼屋面做法及恒载标准值、设计值10
第四章板、梁的内力、配筋计算14
4.1板的分类、受力特点、计算跨度及内力计算方法-14
4.2设计资料-15
4.3标准层板的内力和配筋计算-15
4.4梁的计算-21
第五章横向剪力墙风荷载标准值计算----26
5.1风荷载26
5.2横向剪力墙风荷载标准值计算28
第六章剪力墙结构设计的一般规定32
6.1剪力墙结构的特点32
6.2剪力墙结构设计的相关规定-32
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