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High-filled high-speed rail roadbed deformation monitoring method
The invention discloses a high-filled high-speed rail roadbed deformation monitoring method, a high-filled high-speed rail roadbed sequentially comprises a roadbed layer, a soil filling layer and a rock layer from top to bottom, and the monitoring method comprises the following steps: S1, drilling holes in the high-filled high-speed rail roadbed at intervals, and enabling each drilling hole to sequentially reach the roadbed layer, the soil filling layer and the rock layer from top to bottom, a first settlement plate, a second settlement plate, a third settlement plate and a fourth settlement plate are respectively mounted; a distance sensor is clamped in each settlement plate and is respectively used for monitoring settlement information of different settlement plates in real time; s2, a PLC is connected with all the distance sensors and receives settlement information, collected by the distance sensors, of the settlement plates with different buried depths; and S3, analyzing and determining the deformation condition of the high-filled high-speed rail roadbed. According to the invention, the four settlement plates are respectively arranged along different underground depths, and the distance sensors in the settlement plates are utilized to monitor the settlement information of the settlement plates with different underground depths in real time, so that the settlement conditions of stratums with different underground depths are analyzed and determined.
本发明公开了一种高填高铁路基变形监测方法,高填高铁路基由上往下依次包括路基层、填土层、岩石层,监测方法包括以下步骤:S1、向高填高铁路基间隔钻孔,每个钻孔均由上往下依次到达路基层、填土层、岩石层,并分别安装第一沉降板、第二沉降板、第三沉降板、第四沉降板;且其内夹设安装有一距离传感器,分别用于实时监测不同沉降板的沉降信息;S2、PLC控制器连接所有距离传感器,并接收距离传感器采集的不同地埋深度的沉降板的沉降信息;S3、分析确定高填高铁路基的变形情况。本发明通过沿着地下不同深度分别设置四个沉降板,利用其内的距离传感器,实时监测不同地埋深度的沉降板的沉降信息,进而分析确定地下不同深度地层的沉降情况。
High-filled high-speed rail roadbed deformation monitoring method
The invention discloses a high-filled high-speed rail roadbed deformation monitoring method, a high-filled high-speed rail roadbed sequentially comprises a roadbed layer, a soil filling layer and a rock layer from top to bottom, and the monitoring method comprises the following steps: S1, drilling holes in the high-filled high-speed rail roadbed at intervals, and enabling each drilling hole to sequentially reach the roadbed layer, the soil filling layer and the rock layer from top to bottom, a first settlement plate, a second settlement plate, a third settlement plate and a fourth settlement plate are respectively mounted; a distance sensor is clamped in each settlement plate and is respectively used for monitoring settlement information of different settlement plates in real time; s2, a PLC is connected with all the distance sensors and receives settlement information, collected by the distance sensors, of the settlement plates with different buried depths; and S3, analyzing and determining the deformation condition of the high-filled high-speed rail roadbed. According to the invention, the four settlement plates are respectively arranged along different underground depths, and the distance sensors in the settlement plates are utilized to monitor the settlement information of the settlement plates with different underground depths in real time, so that the settlement conditions of stratums with different underground depths are analyzed and determined.
本发明公开了一种高填高铁路基变形监测方法,高填高铁路基由上往下依次包括路基层、填土层、岩石层,监测方法包括以下步骤:S1、向高填高铁路基间隔钻孔,每个钻孔均由上往下依次到达路基层、填土层、岩石层,并分别安装第一沉降板、第二沉降板、第三沉降板、第四沉降板;且其内夹设安装有一距离传感器,分别用于实时监测不同沉降板的沉降信息;S2、PLC控制器连接所有距离传感器,并接收距离传感器采集的不同地埋深度的沉降板的沉降信息;S3、分析确定高填高铁路基的变形情况。本发明通过沿着地下不同深度分别设置四个沉降板,利用其内的距离传感器,实时监测不同地埋深度的沉降板的沉降信息,进而分析确定地下不同深度地层的沉降情况。
High-filled high-speed rail roadbed deformation monitoring method
一种高填高铁路基变形监测方法
WANG JUNFU (Autor:in) / YUAN YIHUA (Autor:in) / ZOU MING (Autor:in) / GUO WEIXIN (Autor:in) / LIU WEI (Autor:in) / GUO CHAO (Autor:in) / GAO YONGHE (Autor:in) / CHEN CHENGMING (Autor:in) / YAN CHENYANG (Autor:in) / LIU MIN (Autor:in)
29.12.2023
Patent
Elektronische Ressource
Chinesisch
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