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A platform for research: civil engineering, architecture and urbanism
Casting formwork system for high-rise building settlement joint shear wall and construction method
The invention discloses a pouring formwork system for a high-rise building settlement joint shear wall and a construction method. The system comprises a steel plate assembly (1). The thickness adjusting mechanism (2) is used for adjusting the thickness of the inner formwork composed of the steel plate assemblies (1) and comprises a left side connecting rod (208) and a right side connecting rod (201) which are arranged between the steel plate assemblies (1), sliding grooves (202) symmetrically formed in the two ends of the left side connecting rod (208) and the two ends of the right side connecting rod (201), and a first connecting rod (204) and a second connecting rod (205) which are slidably connected with the sliding grooves (202) in the left side and the right side through sliding blocks (203) correspondingly; the first connecting rod (204) and the second connecting rod (205) are respectively connected with the rotary connecting shaft (206); the thickness positioning mechanism (3) is used for preventing the thickness adjusting mechanism (2) from being pressed and retracted; and the outer template (6) is used for defining the outer side surface of the pouring cavity. By means of the system, self-adaptive adjustment and precision control over the high-rise building settlement joint shear wall formwork are achieved.
本发明公开了一种用于高层建筑沉降缝剪力墙的浇筑模板系统及施工方法，系统包括钢板组件(1)；用于调节所述钢板组件(1)组成的内模板厚度的厚度调节机构(2)，其包括设于钢板组件(1)之间的左侧连接杆(208)和右侧连接杆(201)、对称设置于所述左侧连接杆(208)和右侧连接杆(201)两端的滑槽(202)、通过滑块(203)分别与左右两侧滑槽(202)滑动连接的第一连杆(204)和第二连杆(205)，所述第一连杆(204)和第二连杆(205)分别与转动连接轴(206)连接；用于防止厚度调节机构(2)受压收回的厚度定位机构(3)；以及用于围成浇筑腔外侧面的外模板(6)。本发明的系统实现高层建筑沉降缝剪力墙模板的自适应调节及精度控制。
Casting formwork system for high-rise building settlement joint shear wall and construction method
The invention discloses a pouring formwork system for a high-rise building settlement joint shear wall and a construction method. The system comprises a steel plate assembly (1). The thickness adjusting mechanism (2) is used for adjusting the thickness of the inner formwork composed of the steel plate assemblies (1) and comprises a left side connecting rod (208) and a right side connecting rod (201) which are arranged between the steel plate assemblies (1), sliding grooves (202) symmetrically formed in the two ends of the left side connecting rod (208) and the two ends of the right side connecting rod (201), and a first connecting rod (204) and a second connecting rod (205) which are slidably connected with the sliding grooves (202) in the left side and the right side through sliding blocks (203) correspondingly; the first connecting rod (204) and the second connecting rod (205) are respectively connected with the rotary connecting shaft (206); the thickness positioning mechanism (3) is used for preventing the thickness adjusting mechanism (2) from being pressed and retracted; and the outer template (6) is used for defining the outer side surface of the pouring cavity. By means of the system, self-adaptive adjustment and precision control over the high-rise building settlement joint shear wall formwork are achieved.
本发明公开了一种用于高层建筑沉降缝剪力墙的浇筑模板系统及施工方法，系统包括钢板组件(1)；用于调节所述钢板组件(1)组成的内模板厚度的厚度调节机构(2)，其包括设于钢板组件(1)之间的左侧连接杆(208)和右侧连接杆(201)、对称设置于所述左侧连接杆(208)和右侧连接杆(201)两端的滑槽(202)、通过滑块(203)分别与左右两侧滑槽(202)滑动连接的第一连杆(204)和第二连杆(205)，所述第一连杆(204)和第二连杆(205)分别与转动连接轴(206)连接；用于防止厚度调节机构(2)受压收回的厚度定位机构(3)；以及用于围成浇筑腔外侧面的外模板(6)。本发明的系统实现高层建筑沉降缝剪力墙模板的自适应调节及精度控制。
Casting formwork system for high-rise building settlement joint shear wall and construction method
用于高层建筑沉降缝剪力墙的浇筑模板系统及施工方法
WAN LI (author) / YANG XI (author) / FENG JIANQIAO (author) / WANG SHIXIAO (author) / WANG SHENGYU (author) / ZENG QIANG (author)
2023-01-03
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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