隧道反坡排水系统、隧道反坡排水方法和计算机设备

By introducing water storage pits, sedimentation tanks, sump pits, and rectifier components into the tunnel drainage system, combined with the monitoring of water level gauges and flow meters, and using a controller to achieve automatic adjustment, the adaptability problem of the tunnel drainage system is solved, the timeliness of drainage and sedimentation effect are improved, and the stability and efficiency of the system are ensured.

CN121429451BActive Publication Date: 2026-07-17THE NO 6 ENG CO LTD OF CHINA RAILWAY 20TH BUREAU GRP +1

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
THE NO 6 ENG CO LTD OF CHINA RAILWAY 20TH BUREAU GRP
Filing Date
2025-12-02
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing tunnel drainage systems are difficult to adaptively adjust according to the outflow, resulting in untimely drainage and poor sedimentation, especially when the drainage volume is large, which can easily wash up the silt in the sedimentation tank.

Method used

A tunnel reverse slope drainage system was designed, including a water storage pit, a sedimentation tank, a sump, drainage components, and a rectifier component. The water level and flow rate are monitored by a water level gauge and a flow meter. The system uses a controller to automatically adjust the operation of the pump, the activation of the flow-slowing structure, and the flipping of the rectifier plate to achieve adaptive adjustment of drainage volume and improve water flow conditions.

Benefits of technology

Automatic monitoring and control of the tunnel drainage system has been achieved, improving the timeliness of drainage and sedimentation effect, avoiding the lag and inaccuracy of manual adjustment, and ensuring the stable operation of the drainage system and the high efficiency of sewage sedimentation.

✦ Generated by Eureka AI based on patent content.

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Abstract

本发明公开了一种隧道反坡排水系统、隧道反坡排水方法和计算机设备,涉及隧道排水技术领域,其中,隧道反坡排水系统包括:蓄水坑、沉淀池、集水坑、排水组件、整流组件和控制器;其中,蓄水坑靠近隧道的掌子面设置,蓄水坑内设置有移动泵和水位计;集水坑内均设置有固定泵;排水组件包括第一排水管、第二排水管和第三排水管,沉淀池与其相邻的集水坑之间通过第二排水管连通,第二排水管内设置有流量计,且第二排水管上还设置有缓流结构,任意两个相邻的集水坑之间均通过第三排水管连通;整流组件包括整流板和与整流板连接的翻动结构。本发明隧道反坡排水系统实现了根据隧道出水量的自适应调节。
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