南昌某12层剪力墙公寓楼毕业设计（计算书+图纸）[面积5321]

毕设基本摘要
摘   要
本设计为12层现浇剪力墙结构高层公寓，总建筑面积约5321.55 ,主体结构高度约35.4m。地处7度抗震设防区域，场地土类为2类。结构设计是本设计的重点。本设计的计算内容主要有：结构设计方面：先根据轴压比确定柱和剪力墙的截面尺寸及梁跨度估算梁板截面，计算出各构件的几何特征值和结构体系刚度特征值；其次是按其分配剪力墙所受的水平荷载作用，计算建筑物的自重质量。计算出建筑物在竖向荷载作用下产生的内力。思路是计算结构横方向的总抗侧刚度，计算结构基本自振周期，计算水平风荷载和地震作用下的剪力墙内力和位移（其中用底部剪力法计算地震作用，本建筑物的质量和刚度沿高度分布比较均匀、高度为35.4m<40m、以剪切变形为主，所以适用于底部剪力法计算地震作用）。计算剪力墙在水平荷载下产生的内力。进行内力值调幅后计算内力组合，以最不利内力进行剪力墙梁、墙的配筋计算。计算楼板配筋：按弹性方法对屋面板、楼板进行配筋及楼梯配筋。
关键词  剪力墙结构，抗侧刚度，底部剪力法


Abstract
The design for the 12-storey high-rise apartment in-situ shear wall structure, a total construction area of about 5321.55m2, the main structure of an altitude of about 35.4 m. 7 degrees seismic fortification is located in the region, soil type is a category 2. Structural design is the focus of this design. The design of the main terms: structural design aspects: first axial compression ratio determined in accordance with columns and shear walls of the section size and beam span estimates beam cross section, calculated the geometric characteristics of the various components of stiffness and structural characteristics of the value system and secondly Shear walls suffered their distribution is the level of load, the calculation of the quality of building self-respect. Calculated in the buildings under vertical load of the internal forces. Thinking is calculated structure of the horizontal direction of the lateral rigidity, the calculation of the basic structure of the natural cycle, the calculation of the level of wind loads and seismic shear wall under the internal forces and displacement (of which calculated using shear at the bottom of the earthquake, the building Stiffness along the high quality and relatively uniform distribution, the height of 35.4 m <40m, mainly to shear deformation, applied to the bottom of shear method earthquake). Shear walls in the calculation of the level load the internal forces. Nei Lizhi AM calculated after a combination of internal forces, internal forces in the most unfavorable to shear wall beams and walls reinforced calculation. Reinforcement floor calculation: the flexible approach of the roof slab, a reinforced floor and staircases reinforcement.
Keywords  shear wall struture，resist lateral stiffness，bottom shear force method

建筑面积：5321
建筑层数：12
建筑高度：35.4m
结构类型：剪力墙结构
文件内容：计算书+图纸

计算书部分内容展示
设计计算书.pdf (4.74 MB, 下载次数: 0, 售价: 50 积分)

2015-12-12 12:31 上传

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