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A platform for research: civil engineering, architecture and urbanism
Concrete shear wall splicing embedded column configuration method and spliced concrete shear wall
The invention discloses a concrete shear wall splicing embedded column configuration method which comprises the following steps: calculating an embedded column stress value according to internal force analysis of a concrete shear wall and the position of an embedded column, and calculating and configuring a longitudinal bar according to the embedded column stress value; and calculating the stress value of the embedded column according to the internal force analysis of the concrete shear wall and the position of the embedded column, and configuring the stirrup according to the shear force of the embedded column. According to the optimally-designed concrete shear wall splicing embedded column configuration method, the stress of the embedded columns is quantitatively calculated on the basis of the tensile stress and the shear stress of the wall body, and then quantitative configuration basis is provided for the longitudinal bars and the stirrups of the embedded columns, so that the correspondingly-matched embedded columns can be arranged according to different wall body splicing positions, and the wall body bearing effect of the shear wall is guaranteed. The embedded columns are configured according to the configuration method, on the premise that the stress performance of the shear wall is guaranteed, the wall modules are flexibly divided in combination with an existing mold, standardized modular production of the wall modules is achieved, and the production cost is greatly reduced.
本发明公开了一种混凝土剪力墙拼接暗柱配置方法，根据混凝土剪力墙内力分析和暗柱位置计算暗柱应力值，并根据所述暗柱应力值计算配置纵筋；根据混凝土剪力墙内力分析和暗柱位置计算暗柱应力值，并根据所述暗柱剪切力配置箍筋。通过上述优化设计的混凝土剪力墙拼接暗柱配置方法，基于墙体的受拉应力和剪切应力定量计算暗柱受力，进而为暗柱的纵筋和箍筋提供定量配置依据，从而能够根据不同墙体拼接位置设置相应适配的暗柱，保证剪力墙的墙体承重效果。根据上述配置方法配置暗柱，在保证剪力墙受力性能的前提下，结合现有模具对墙体模块灵活分割，实现墙体模块标准化模块化生产，大大降低生产成本。
Concrete shear wall splicing embedded column configuration method and spliced concrete shear wall
The invention discloses a concrete shear wall splicing embedded column configuration method which comprises the following steps: calculating an embedded column stress value according to internal force analysis of a concrete shear wall and the position of an embedded column, and calculating and configuring a longitudinal bar according to the embedded column stress value; and calculating the stress value of the embedded column according to the internal force analysis of the concrete shear wall and the position of the embedded column, and configuring the stirrup according to the shear force of the embedded column. According to the optimally-designed concrete shear wall splicing embedded column configuration method, the stress of the embedded columns is quantitatively calculated on the basis of the tensile stress and the shear stress of the wall body, and then quantitative configuration basis is provided for the longitudinal bars and the stirrups of the embedded columns, so that the correspondingly-matched embedded columns can be arranged according to different wall body splicing positions, and the wall body bearing effect of the shear wall is guaranteed. The embedded columns are configured according to the configuration method, on the premise that the stress performance of the shear wall is guaranteed, the wall modules are flexibly divided in combination with an existing mold, standardized modular production of the wall modules is achieved, and the production cost is greatly reduced.
本发明公开了一种混凝土剪力墙拼接暗柱配置方法，根据混凝土剪力墙内力分析和暗柱位置计算暗柱应力值，并根据所述暗柱应力值计算配置纵筋；根据混凝土剪力墙内力分析和暗柱位置计算暗柱应力值，并根据所述暗柱剪切力配置箍筋。通过上述优化设计的混凝土剪力墙拼接暗柱配置方法，基于墙体的受拉应力和剪切应力定量计算暗柱受力，进而为暗柱的纵筋和箍筋提供定量配置依据，从而能够根据不同墙体拼接位置设置相应适配的暗柱，保证剪力墙的墙体承重效果。根据上述配置方法配置暗柱，在保证剪力墙受力性能的前提下，结合现有模具对墙体模块灵活分割，实现墙体模块标准化模块化生产，大大降低生产成本。
Concrete shear wall splicing embedded column configuration method and spliced concrete shear wall
一种混凝土剪力墙拼接暗柱配置方法和拼接混凝土剪力墙
MA WEI (author) / CHANG HONGLIANG (author) / YANG FAN (author) / RUAN XIAOGUANG (author) / ZHAO CHAO (author) / HOU RONGCHENG (author) / YANG FEIBIAO (author)
2023-04-14
Patent
Electronic Resource
Chinese
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