A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Jacking method of building centralized control synchronous jacking complete equipment
The invention discloses a jacking method for building centralized control synchronous jacking complete equipment, which comprises the following steps: collecting building information, designing a jacking scheme, mounting a steel slide way and an 8-shaped hole type upper bracket, and mounting a centralized control synchronous jacking system and a hydraulic jack. And after debugging is completed, pre-jacking is conducted till the movable end face of the jack completely makes contact with a stress point, and then walls and columns are cut. All the jacks are controlled to jack synchronously, the column core cushion blocks are plugged every time the jacks jack a certain height, when the jacking height reaches 900 mm, the steel sliding way is closed, a 600 mm column body is poured, the suspension type lower bracket is installed, the telescopic steel support and the steel hoop are installed, then the jacking step is repeated until the jacks jack to the height required by the design, jacking equipment is withdrawn, and then appearance repairing work is completed.
本发明公开了一种建筑物集中控制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，安装集中控制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。控制所有千斤顶同步顶升，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 centralized control synchronous jacking complete equipment
The invention discloses a jacking method for building centralized control synchronous jacking complete equipment, which comprises the following steps: collecting building information, designing a jacking scheme, mounting a steel slide way and an 8-shaped hole type upper bracket, and mounting a centralized control synchronous jacking system and a hydraulic jack. And after debugging is completed, pre-jacking is conducted till the movable end face of the jack completely makes contact with a stress point, and then walls and columns are cut. All the jacks are controlled to jack synchronously, the column core cushion blocks are plugged every time the jacks jack a certain height, when the jacking height reaches 900 mm, the steel sliding way is closed, a 600 mm column body is poured, the suspension type lower bracket is installed, the telescopic steel support and the steel hoop are installed, then the jacking step is repeated until the jacks jack to the height required by the design, jacking equipment is withdrawn, and then appearance repairing work is completed.
本发明公开了一种建筑物集中控制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，安装集中控制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。控制所有千斤顶同步顶升，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 centralized control synchronous jacking complete equipment
一种建筑物集中控制同步顶升成套设备顶升方法
GAO ZUOPING (author) / ZHANG CHANG (author) / HAN HAN (author) / LIAO JIEHONG (author) / ZHOU ZHIYONG (author) / CHENG HAIHUA (author)
2023-06-02
Patent
Electronic Resource
Chinese
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