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Jacking method of building group control synchronous jacking complete equipment
The invention discloses a jacking method for building group control synchronous jacking complete equipment. The method comprises the steps that building information is collected, a jacking scheme is designed, a steel sliding way and an 8-shaped hole type upper bracket are installed, a group control synchronous jacking system and a hydraulic jack are installed, and after debugging is completed, pre-jacking is conducted till the movable end face of the jack makes full contact with a stress point, and then a wall and a column body are cut. The group control synchronous jacking system controls the required jacks to jack synchronously, the jacks are plugged into the column core cushion blocks every time the jacks jack a certain height, when the jacking height reaches 900mm, the steel slideways are closed, the 600mm column body is poured, the suspension type lower brackets are installed, the telescopic steel supports and the steel hoops are installed, then the jacking step is repeated until the jacks jack to the height required by the design, the jacking equipment is withdrawn, and the jacking process is completed. And then the appearance repairing work is completed.
本发明公开了一种建筑物群控同步顶升成套设备顶升方法,该方法为:收集建筑物信息,设计顶升方案,安装钢滑道、8字形孔式上牛腿,安装群控同步顶升系统与液压千斤顶,调试完成后预顶升至千斤顶动端面完全接触受力点后切割墙、柱体。群控同步顶升系统控制所需千斤顶同步顶升,每顶升一定高度塞入柱芯垫块,顶升高度达到900mm时,封闭钢滑道并浇筑600mm柱体,安装悬挂式下牛腿,安装可伸缩钢支撑与钢抱箍,然后重复顶升步骤至顶升至设计需要的高度,撤出顶升设备,然后完成外观修复工作。
Jacking method of building group control synchronous jacking complete equipment
The invention discloses a jacking method for building group control synchronous jacking complete equipment. The method comprises the steps that building information is collected, a jacking scheme is designed, a steel sliding way and an 8-shaped hole type upper bracket are installed, a group control synchronous jacking system and a hydraulic jack are installed, and after debugging is completed, pre-jacking is conducted till the movable end face of the jack makes full contact with a stress point, and then a wall and a column body are cut. The group control synchronous jacking system controls the required jacks to jack synchronously, the jacks are plugged into the column core cushion blocks every time the jacks jack a certain height, when the jacking height reaches 900mm, the steel slideways are closed, the 600mm column body is poured, the suspension type lower brackets are installed, the telescopic steel supports and the steel hoops are installed, then the jacking step is repeated until the jacks jack to the height required by the design, the jacking equipment is withdrawn, and the jacking process is completed. And then the appearance repairing work is completed.
本发明公开了一种建筑物群控同步顶升成套设备顶升方法,该方法为:收集建筑物信息,设计顶升方案,安装钢滑道、8字形孔式上牛腿,安装群控同步顶升系统与液压千斤顶,调试完成后预顶升至千斤顶动端面完全接触受力点后切割墙、柱体。群控同步顶升系统控制所需千斤顶同步顶升,每顶升一定高度塞入柱芯垫块,顶升高度达到900mm时,封闭钢滑道并浇筑600mm柱体,安装悬挂式下牛腿,安装可伸缩钢支撑与钢抱箍,然后重复顶升步骤至顶升至设计需要的高度,撤出顶升设备,然后完成外观修复工作。
Jacking method of building group control synchronous jacking complete equipment
一种建筑物群控同步顶升成套设备顶升方法
GAO ZUOPING (author) / LIAO JIEHONG (author) / HAN HAN (author) / ZHANG CHANG (author) / ZHOU ZHIYONG (author) / CHENG HAIHUA (author)
2023-06-02
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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