A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Fabricated shear wall structure and vertical connection method and system
The invention discloses a fabricated shear wall structure and a vertical connection method and system. The method comprises the steps that feature data of a bearing contact surface and reserved steel bar data of the bearing contact surface are obtained; obtaining wall body characteristic data of a bearing shear wall and shear wall assembly data; calculating to obtain a matching value of the shear wall; obtaining a matching qualified signal; the assembly degree value of the shear wall is obtained through calculation; obtaining an assembly qualification signal; calculating to obtain a stable value of the shear wall; comparing the stability value of the shear wall with a stability threshold value to obtain a shear wall stability to-be-improved signal, and adjusting the wall body characteristic data of the shear wall to obtain a shear wall stability signal; according to the method, the shear walls are vertically connected, concrete filling and pouring are carried out, data of the shear walls and the bearing contact surfaces are processed to obtain the fabricated shear walls meeting the standard, and the situation that abutted seam connection is unstable in the splicing process is avoided; therefore, the force transmission and cooperative work capability between the prefabricated shear wallboards is better guaranteed.
本发明公开了一种装配式剪力墙结构及竖向连接方法及系统，包括，获取承载接触面特征数据以及承载接触面预留钢筋数据；获取承载剪力墙的墙体特征数据和剪力墙装配数据；计算获得剪力墙的匹配值；获得匹配合格信号；计算获得剪力墙的装配度值；获得装配合格信号；计算得到剪力墙的稳定值；将剪力墙的稳定值与稳定阈值进行比较，得到剪力墙稳定待提高信号，对剪力墙的墙体特征数据进行调整，并得到剪力墙稳定信号；对剪力墙进行竖向连接，并进行混凝土填充浇筑，通过对剪力墙和承载接触面的数据进行处理以获得满足标准的装配式剪力墙，避免在拼接过程中出现拼缝连接不稳定的情况出现，从而更好的保证了预制剪力墙板间力的传递和协同工作能力。
Fabricated shear wall structure and vertical connection method and system
The invention discloses a fabricated shear wall structure and a vertical connection method and system. The method comprises the steps that feature data of a bearing contact surface and reserved steel bar data of the bearing contact surface are obtained; obtaining wall body characteristic data of a bearing shear wall and shear wall assembly data; calculating to obtain a matching value of the shear wall; obtaining a matching qualified signal; the assembly degree value of the shear wall is obtained through calculation; obtaining an assembly qualification signal; calculating to obtain a stable value of the shear wall; comparing the stability value of the shear wall with a stability threshold value to obtain a shear wall stability to-be-improved signal, and adjusting the wall body characteristic data of the shear wall to obtain a shear wall stability signal; according to the method, the shear walls are vertically connected, concrete filling and pouring are carried out, data of the shear walls and the bearing contact surfaces are processed to obtain the fabricated shear walls meeting the standard, and the situation that abutted seam connection is unstable in the splicing process is avoided; therefore, the force transmission and cooperative work capability between the prefabricated shear wallboards is better guaranteed.
本发明公开了一种装配式剪力墙结构及竖向连接方法及系统，包括，获取承载接触面特征数据以及承载接触面预留钢筋数据；获取承载剪力墙的墙体特征数据和剪力墙装配数据；计算获得剪力墙的匹配值；获得匹配合格信号；计算获得剪力墙的装配度值；获得装配合格信号；计算得到剪力墙的稳定值；将剪力墙的稳定值与稳定阈值进行比较，得到剪力墙稳定待提高信号，对剪力墙的墙体特征数据进行调整，并得到剪力墙稳定信号；对剪力墙进行竖向连接，并进行混凝土填充浇筑，通过对剪力墙和承载接触面的数据进行处理以获得满足标准的装配式剪力墙，避免在拼接过程中出现拼缝连接不稳定的情况出现，从而更好的保证了预制剪力墙板间力的传递和协同工作能力。
Fabricated shear wall structure and vertical connection method and system
一种装配式剪力墙结构及竖向连接方法及系统
NIE ZHULIN (author) / MIAO DAN (author) / CHEN WEI (author) / LUO CHUANGLIAN (author) / GUO RONGXING (author) / WANG DAYANG (author) / YE JIANXIN (author) / WEN XIAOFAN (author) / WANG XIUQING (author) / ZHOU HUANKAI (author)
2024-08-23
Patent
Electronic Resource
Chinese
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