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A platform for research: civil engineering, architecture and urbanism
Anchoring method for rock slope containing filling layer structural surface
The invention discloses an anchoring method for a rock slope containing a filling layer structural plane. The anchoring method comprises the steps that an anchoring system is installed on a slope body; purified water and urea are guided into a joint layer under the control of a computer; after sensing the change of moisture and humidity, the water-sensitive sensor transmits a signal to the computer; the computer controls and introduces urease into the joint layer through the high-strength anchor rod, and the urease reacts with urea in the joint layer to crystallize so as to reinforce the joint layer; after sufficient urea and urease are injected into the joint layer, the computer controls the biological glue to be sprayed into the high-strength anchor rod and flow into the joint layer, and further reinforcement of the joint layer is achieved; two monitoring holes are reserved in the slope top face of a slope body, atmospheric pressure is injected into one monitoring hole, the atmospheric pressure of the monitoring hole in the other side is observed, the sealing performance of the joint layer is judged, corresponding treatment measures are taken according to the sealing performance of the joint layer, and long-term monitoring of reinforcement and compactness of the rock slope joint layer is achieved.
本发明公开了一种含充填层结构面岩质边坡的锚固方法，包括在边坡体上安装锚固系统；通过计算机控制将纯净水和尿素导入节理层；水敏传感器感受到水分和湿度的变化后并将此信号传递给计算机；计算机控制并将脲酶通过高强度锚杆导入节理层，并与节理层中的尿素反应结晶从而加固节理层；当节理层注入足量的尿素和脲酶后，计算机控制将生物胶喷入高强度锚杆并流入节理层，实现对节理层的进一步加固；在边坡体坡顶面预留两个监测孔，通过向其中一个监测孔注入大气压，观察另一侧监测孔的大气压，判断节理层密封性，根据节理层的密封性采取相应的处理措施，实现对岩质边坡节理层的加固和密实度的长期监测。
Anchoring method for rock slope containing filling layer structural surface
The invention discloses an anchoring method for a rock slope containing a filling layer structural plane. The anchoring method comprises the steps that an anchoring system is installed on a slope body; purified water and urea are guided into a joint layer under the control of a computer; after sensing the change of moisture and humidity, the water-sensitive sensor transmits a signal to the computer; the computer controls and introduces urease into the joint layer through the high-strength anchor rod, and the urease reacts with urea in the joint layer to crystallize so as to reinforce the joint layer; after sufficient urea and urease are injected into the joint layer, the computer controls the biological glue to be sprayed into the high-strength anchor rod and flow into the joint layer, and further reinforcement of the joint layer is achieved; two monitoring holes are reserved in the slope top face of a slope body, atmospheric pressure is injected into one monitoring hole, the atmospheric pressure of the monitoring hole in the other side is observed, the sealing performance of the joint layer is judged, corresponding treatment measures are taken according to the sealing performance of the joint layer, and long-term monitoring of reinforcement and compactness of the rock slope joint layer is achieved.
本发明公开了一种含充填层结构面岩质边坡的锚固方法，包括在边坡体上安装锚固系统；通过计算机控制将纯净水和尿素导入节理层；水敏传感器感受到水分和湿度的变化后并将此信号传递给计算机；计算机控制并将脲酶通过高强度锚杆导入节理层，并与节理层中的尿素反应结晶从而加固节理层；当节理层注入足量的尿素和脲酶后，计算机控制将生物胶喷入高强度锚杆并流入节理层，实现对节理层的进一步加固；在边坡体坡顶面预留两个监测孔，通过向其中一个监测孔注入大气压，观察另一侧监测孔的大气压，判断节理层密封性，根据节理层的密封性采取相应的处理措施，实现对岩质边坡节理层的加固和密实度的长期监测。
Anchoring method for rock slope containing filling layer structural surface
一种含充填层结构面岩质边坡的锚固方法
CHAI SHAOBO (author) / MENG CHAO (author) / YUE SHANQIU (author) / WANG MINGYI (author) / FAN KANGKAI (author) / ZHENG SHAOJIE (author) / LIU JINHAO (author) / SONG BOYANG (author) / LIU XINYUAN (author)
2024-06-21
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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