Flow guide pipe monitoring tunnel vault second lining concrete pouring system
The real-time monitoring of the secondary lining concrete pouring at the tunnel arch via the diversion pipe monitoring system solves the problems of high sensor cost and cumbersome data processing in existing technologies, achieving low-cost real-time control and accurate recording, and ensuring the controllability and data traceability of the construction process.
Patent Information
- Application Number
- CN202520004609.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-01-02
- Publication Date
- 2025-11-04
- Estimated Expiration
- 2035-01-02
AI Technical Summary
During the pouring of secondary lining concrete for the arch of highway and railway tunnels, existing sensor monitoring methods are costly and cumbersome to process, making it difficult to ensure a tight fit between the concrete and the arch, which can lead to voids.
A flow guide pipe monitoring system is adopted, including flow guide pipe, fasteners, receiving box, support platform, gravity sensor, audible and visual alarm and background monitoring system. Real-time data monitoring and recording are realized through wireless network connection, and the concrete pouring situation is monitored by gravity sensor and network camera.
It enables low-cost real-time construction control and accurate data recording, ensuring that the arch pouring process is controllable, supporting post-construction data retrieval, and reducing construction costs and data processing complexity.
Smart Images
Figure CN223510939U_ABST
Abstract
Description
Technical Field
[0001] This utility model belongs to the field of concrete pouring technology, specifically relating to a diversion pipe monitoring system for the secondary lining concrete pouring of a tunnel arch. Background Technology
[0002] During the pouring of secondary lining concrete for the arch of highway and railway tunnels, the enclosed nature of the arch makes it difficult to ensure a tight fit between the concrete and the initial support, leading to voids in the arch. Currently, the common practice is to install multiple sensors on the initial support of the arch. While these sensors can monitor the pouring height, they are not removable or reusable, resulting in high costs. Furthermore, the data from multiple sensors requires subsequent analysis and processing, making the data processing cumbersome. Summary of the Invention
[0003] The purpose of this utility model is to overcome the above-mentioned shortcomings and provide a low-cost, on-site direct observation and back-end monitoring system that can achieve timely control and accurate data recording during the construction process, making the arch pouring process controllable and the data verifiable afterward.
[0004] This utility model discloses a diversion pipe monitoring system for the secondary lining concrete pouring of a tunnel arch, comprising a diversion pipe, fasteners, a receiving box, a support platform, a gravity sensor, an audible and visual alarm, a background monitoring system, and a network camera. The system is characterized by: fasteners fixedly installed on the diversion pipe; the diversion pipe being inserted into the upper part of the receiving box; the receiving box being mounted on the support platform; a gravity sensor being installed at the bottom of the receiving box; the gravity sensor being connected to the audible and visual alarm via a connecting wire; and a network camera being installed on the side of the receiving box, wirelessly connected to the background monitoring system.
[0005] The upper end of the guide pipe is a 90-degree bend.
[0006] The receiving box is a transparent square shape.
[0007] Compared with existing technologies, this invention has significant advantages. As can be seen from the above technical solution: fasteners are fixedly installed on the guide pipe, which is inserted into the upper part of the receiving box. The receiving box is installed on a support platform, and a gravity sensor is installed at the bottom of the receiving box. The gravity sensor is connected to an audible and visual alarm via a connecting cable and wirelessly connected to a background monitoring system. A network camera is installed on the side of the receiving box, wirelessly connected to the background monitoring system. A guide pipe is installed at the highest point of the initial support of the arch. When concrete is poured to the upper end of the pipe, the cement slurry on the surface flows into the pipe through the upper end and into the receiving box below, indicating that the concrete has been poured to the arch. The network camera monitors the receiving box and transmits the monitored data to the background monitoring system, which records the slurry flow into the receiving box. This device realizes real-time on-site observation and background monitoring, ensuring timely control of the construction process and accurate data recording, thus making the arch pouring process controllable and allowing for data retrieval afterward. In summary, this utility model is characterized by low cost, and can realize on-site direct observation and remote monitoring functions, ensuring real-time control of the construction process and accurately recording relevant data, thereby enabling effective management of the arch pouring process and allowing for data verification afterward. Attached Figure Description
[0008] Figure 1 This is the front view of this utility model;
[0009] Figure 2 This is a diagram showing the usage state of this utility model.
[0010] Markings in the figure
[0011] 1. Guide pipe, 2. Fasteners, 3. Receiving box, 4. Support platform, 5. Gravity sensor, 6. Connecting cable, 7. Audible and visual alarm, 8. Background monitoring system, 9. Network camera, 10. Highest point of the initial support of the arch, 11. Secondary lining, 12. Secondary lining template, 13. Secondary lining trolley rods. Detailed Implementation
[0012] The following detailed description, in conjunction with the accompanying drawings and preferred embodiments, describes the specific embodiments, structure, features, and effects of this utility model.
[0013] The purpose of this utility model and the solution to its main technical problem are achieved by the following technical solution:
[0014] This utility model is a system for monitoring the concrete pouring of the secondary lining of a tunnel arch using a diversion pipe. It includes a diversion pipe 1, fasteners 2, a receiving box 3, a support platform 4, a gravity sensor 5, an audible and visual alarm 7, a background monitoring system 8, and a network camera 9. The system is characterized by: fasteners 2 fixedly installed on the diversion pipe 1; the diversion pipe 1 is inserted into the upper part of the receiving box 3; the receiving box 3 is installed on the support platform 4; a gravity sensor 5 is installed at the bottom of the receiving box 3; the gravity sensor 5 is connected to the audible and visual alarm 7 via a connecting cable 6 and wirelessly connected to the background monitoring system 8 via a network; a network camera 9 is installed on the side of the receiving box 3 and wirelessly connected to the background monitoring system 8; the upper end of the diversion pipe 1 is a 90-degree bend; and the receiving box 3 is a transparent square.
[0015] When using; see; Figure 2 The support platform 4, connecting line 6, audible and visual alarm 7, and network camera 9 are installed on the secondary lining trolley rod 13. Before the concrete is poured into the secondary lining template 12 at the arch top, a hole is drilled in the template 12, and a guide pipe 1 is inserted through the hole. The top of the guide pipe 1 is against the highest point 10 of the initial support of the arch top. After the guide pipe 1 is inserted into the template 12, the hole is blocked with plastic material. Fasteners 2 are used to fix the guide pipe 1 to the template 12 to prevent it from moving down. Then the concrete is poured into the secondary lining 11. When the concrete is poured to the upper end of the guide pipe 1, the cement slurry on the surface flows into the guide pipe 1 through the upper end of the guide pipe 1 and into the slurry collection box 3 below. This indicates that the concrete has been poured to the highest point 10 of the initial support of the arch top. At the same time, the network camera 7 monitors the collection box 3 and transmits the monitored data to the background monitoring system 8. The background monitoring system 8 records the slurry flow into the collection box 3.
[0016] The above description is merely a preferred embodiment of the present utility model and is not intended to limit the present utility model in any way. Any simple modifications, equivalent changes, and alterations made to the above embodiments based on the technical essence of the present utility model without departing from the technical solution of the present utility model shall still fall within the scope of the technical solution of the present utility model.
Claims
1. A diversion pipe monitoring system for secondary lining concrete pouring in a tunnel arch, comprising a diversion pipe (1), fasteners (2), a receiving box (3), a support platform (4), a gravity sensor (5), a connecting line (6), an audible and visual alarm (7), a background monitoring system (8), and a network camera (9), characterized in that... Fasteners (2) are fixedly installed on the guide pipe (1). The guide pipe (1) is inserted into the upper part of the receiving box (3). The receiving box (3) is installed on the support platform (4). A gravity sensor (5) is set at the bottom of the receiving box (3). The gravity sensor (5) is connected to the sound and light alarm (7) through the connecting line (6) and connected to the background monitoring system (8) through the network. A network camera (9) is installed on the side of the receiving box (3). The network camera (9) is wirelessly connected to the background monitoring system (8).
2. The diversion pipe monitoring system for secondary lining concrete pouring in tunnel arches as described in claim 1, characterized in that; The upper end of the guide pipe (1) is a 90-degree bend.
3. The diversion pipe monitoring system for secondary lining concrete pouring in tunnel arches as described in claim 1, characterized in that; The receiving box (3) is a transparent square.