Annular automatic vibrating system for tunnel lining trolley
By designing the ring-directional automatic vibration system for tunnel lining trolleys, the problems of high labor intensity and quality hazards of manual vibration are solved, efficient and automated concrete vibration is achieved, and the quality and structural safety of tunnel lining are improved.
Patent Information
- Application Number
- CN202510643757.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-05-19
- Publication Date
- 2025-06-20
AI Technical Summary
During the construction of secondary lining of existing tunnels, manual vibration is labor-intensive, insufficient vibration is present, and quality hazards are present, affecting the overall safety of the tunnel structure.
A ring-directional automatic vibration system for tunnel lining trolleys is designed, using mechanical drive and multi-link robotic transmission structure, combined with an electrical control system, to realize linear vibration and direct reaching the concrete pouring location, and flexibly adjust the vibration force, amplitude and time according to the construction temperature and pouring speed.
It effectively reduces the labor intensity of operators, shortens the concrete vibration time, improves the density of concrete, reduces air holes, improves the quality of tunnel lining concrete, and ensures the overall safety of the tunnel structure.
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Figure CN120175385A_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the technical field of automatic vibrating equipment for tunnel lining trolleys, and particularly to a circumferential automatic vibrating system for tunnel lining trolleys. Background Art
[0002] The secondary lining of a tunnel is an important link in tunnel engineering construction and one of the important measures to ensure the safe operation of tunnel projects. In recent years, with the increase in the operating mileage, serious quality problems have occurred in individual tunnels, endangering the safety of train operation, interfering with the transportation order, and affecting the transportation efficiency.
[0003] During the existing construction process of tunnel secondary lining, manual vibration has a high labor intensity. Moreover, during the concrete pouring process, the concrete feeding is blocked at places where the steel bars are dense or there are reserved holes, and pouring continues upward without vibration; the vibration is insufficient or the vibration time is too long, resulting in air bubbles on the concrete surface and easy formation of cavities in the concrete, presenting a quality hazard. Therefore, the methods and measures to improve the lining quality have always been the research direction and goal in tunnel construction in recent years.
[0004] How to design a circumferential automatic vibrating system for tunnel lining trolleys that is ingeniously designed, easy to operate, reduces the labor intensity of operators, effectively shortens the concrete vibration time during the secondary lining construction of a tunnel, improves work efficiency, enhances the compactness of concrete construction, reduces air holes, improves the quality of tunnel lining concrete, and thus ensures the overall safety of the tunnel structure is an urgent problem to be solved. Summary of the Invention
[0005] In order to solve the problems such as high labor intensity of manual vibration, insufficient vibration, quality hazards, and impact on the overall safety of the tunnel structure during the existing construction process of tunnel secondary lining, the present invention provides a circumferential automatic vibrating system for tunnel lining trolleys to achieve the purpose of being ingeniously designed, easy to operate, reducing the labor intensity of operators, effectively shortening the concrete vibration time during the secondary lining construction of a tunnel, improving work efficiency, enhancing the compactness of concrete construction, reducing air holes, improving the quality of tunnel lining concrete, and thus ensuring the overall safety of the tunnel structure.
[0006] The technical solution adopted by the present invention to solve the above technical problems is: a circumferential automatic vibrating system for tunnel lining trolleys, the circumferential automatic vibrating system includes a motor reducer, a coupling, an electric control cabinet, a transmission pipe, a reel, an automatic wire winder, a linear vibrator, a lining trolley body, and a storage and pushing mechanism. The electric control cabinet controls the switch of the motor reducer and drives the transmission pipe to rotate or stop through the coupling; the reel is fixedly arranged on the transmission pipe, the linear vibrator is arranged on the side panel of the lining trolley body, and the cable of the linear vibrator is wound on the reel.
[0007] As a further optimized solution for the above circumferential automatic vibration system for a tunnel lining trolley, the reel includes a turntable, a rotating shaft sleeve, and a bolt member. The turntable consists of three circular plates arranged vertically. The rotating shaft sleeve is a hollow tubular structure. The three turntables are sequentially sleeved on the rotating shaft sleeve to form a winding disc for respectively winding the external cable of the linear vibrator and the vibration power supply line. A bolt member is provided on the rotating shaft sleeve, and the transmission pipe passes through the inside of the rotating shaft sleeve. The rotating shaft sleeve is connected to the transmission pipe by the bolt member.
[0008] As a further optimized solution for the above circumferential automatic vibration system for a tunnel lining trolley, the storage and pushing mechanism includes a fixed ear seat, a transition connecting rod, a pulley, and a pin shaft. The fixed ear seat is arranged on the lining trolley body. The transition connecting rod includes multiple hinged connecting rod structures. A pulley for the sliding of the external cable of the linear vibrator is provided on the last connecting rod. The pin shaft connects the pulley to the last connecting rod. By changing the position of the transition connecting rod, the working position and elongation length of the external cable of the linear vibrator can be adapted.
[0009] As a further optimized solution for the above circumferential automatic vibration system for a tunnel lining trolley, a motor reducer fixing device for fixed support is provided at the bottom of the motor reducer.
[0010] As a further optimized solution for the above circumferential automatic vibration system for a tunnel lining trolley, multiple bearings are provided on the transmission pipe, and a bearing fixing device is provided at the bottom of the bearings.
[0011] As a further optimized solution for the above circumferential automatic vibration system for a tunnel lining trolley, a power supply line for supplying power to the vibrating head of the linear vibrator is provided on the automatic wire reel.
[0012] As a further optimized solution for the above circumferential automatic vibration system for a tunnel lining trolley, the circumferential automatic vibration system is symmetrically arranged on the left and right sides of the lining trolley body.
[0013] Compared with the prior art, the beneficial effects of the present invention are as follows: First, the present invention adopts a mechanical drive and a multi-link manipulator transmission structure, combined with an electrical control system. The linear vibration is used to directly reach the concrete pouring location. Each area can be directly reached, and the vibration force, amplitude, and vibration time can be flexibly adjusted according to the construction temperature and pouring speed. It follows the concrete pouring throughout the process until the pouring is completed, making the vibration of the trolley more convenient and efficient.
[0014] Second, the present invention uses automatic vibration instead of manual vibration to improve the efficiency and achieve full vibration in the secondary lining construction of the tunnel. At the same time, it can automatically vibrate each area of the side wall of the trolley, which is convenient for construction. At the same time, it avoids the problems of high labor intensity and blind areas in vibration caused by manual vibration, reduces the labor intensity of operators, and improves the vibration efficiency.
[0015] 3. It effectively shortens the concrete vibration time during the secondary lining construction of the tunnel, improves work efficiency, enhances the compactness of concrete construction, reduces air holes, improves the quality of the tunnel lining concrete, and thus ensures the overall safety of the tunnel structure.
[0016] 4. The installation and construction operation of the circumferential automatic vibration system for the tunnel lining trolley are simple and convenient. No special tools or professional techniques are required, and only a few people can complete the vibration operation.
[0017] 5. It can adapt to different terrains and environments and is applicable to various places such as highway tunnels and railway tunnels. It improves the applicable range and construction efficiency of the lining trolley vibration, and can be reused, reducing the purchase cost of construction machinery. Description of the Drawings
[0018] Figure 1 It is a schematic connection diagram of the motor reducer, transmission pipe and reel of the present invention; Figure 2 It is a schematic diagram of the spatial position layout of the automatic wire reel and linear vibrator of the present invention; Figure 3 It is a schematic front view structure diagram of the reel; Figure 4 It is a schematic three-dimensional structure diagram of the reel; Figure 5 It is a schematic three-dimensional structure diagram of the storage and pushing mechanism; Reference signs in the figures: 1. Motor reducer, 2. Coupling, 3. Bearing, 4. Electric control cabinet, 5. Transmission pipe, 6. Bearing fixing device, 7. Reel, 701. Turntable, 702. Shaft sleeve, 703. Bolt part, 8. Motor reducer fixing device, 9. Automatic wire reel, 10. Linear vibrator, 11. Lining trolley body, 12. Fixed ear seat, 13. Transition connecting rod, 14. Pulley, 15. Pin shaft. Detailed Description of the Invention
[0019] The following further details the specific embodiments of the present invention with reference to the drawings.
[0020] As shown in the figure, a circumferential automatic vibration system for a tunnel lining trolley, the circumferential automatic vibration system includes a motor reducer 1, a coupling 2, an electric control cabinet 4, a transmission pipe 5, a reel 7, an automatic wire rewinder 9, a linear vibrator 10, a lining trolley body 11 and a storage and pushing mechanism. A motor reducer fixing device 8 for fixed support is provided at the bottom of the motor reducer 1; the electric control cabinet 4 controls the switch of the motor reducer 1 and drives the transmission pipe 5 to rotate or stop through the coupling 2; a plurality of bearings 3 are provided on the transmission pipe 5, and a bearing fixing device 6 is provided at the bottom of the bearing 3; the reel 7 is fixedly arranged on the transmission pipe 5, the linear vibrator 10 is arranged on the side panel of the lining trolley body 11, and the cable of the linear vibrator 10 is wound on the reel 7; a power cord for supplying power to the vibrator head of the linear vibrator 10 is provided on the automatic wire rewinder 9.
[0021] The reel 7 includes a turntable 701, a shaft sleeve 702, and a bolt member 703. The turntable 701 is three circular disks arranged vertically. The shaft sleeve 702 is a hollow tubular structure. The three turntables 701 are sequentially sleeved on the shaft sleeve 702 to form a winding disk for winding the external cable of the linear vibrator 10 and the vibration power cord respectively; a bolt member 703 is provided on the shaft sleeve 702, and the transmission pipe 5 passes through the inside of the shaft sleeve 702, and the shaft sleeve 702 is connected to the transmission pipe 5 through the bolt member 703.
[0022] The storage and pushing mechanism includes a fixed ear seat 12, a transition connecting rod 13, a pulley 14 and a pin shaft 15. The fixed ear seat 12 is arranged on the lining trolley body 11. The transition connecting rod 13 includes a plurality of hinged connecting rod structures. A pulley 14 for sliding the external cable of the linear vibrator 10 is provided on the last connecting rod. The pin shaft 15 connects the pulley 14 to the last connecting rod, and by changing the position of the transition connecting rod 13, the working position and elongation length of the external cable of the linear vibrator 10 are adapted.
[0023] The circumferential automatic vibration system is symmetrically arranged on the left and right sides of the lining trolley body 11.
[0024] The actual construction method of the present invention is as follows. 1. When the lining trolley body 11 moves to the predetermined working position, the motor reducer 1 is started, the coupling 2 drives the transmission pipe 5 to rotate, and the linear vibrator 10 slides down along the trolley panel. At this time, the automatic wire rewinder 9 pays out the wire downward. This is the forward rotation.
[0025] 2. During the concrete pouring construction, the switch of the linear vibrator 10 is turned on and starts to work at the same time. At this time, the motor reducer 1 is turned on for reverse rotation. As the concrete pouring liquid level rises, the linear vibrator 10 is lifted synchronously. The purpose of lifting and vibrating at the same time is achieved. At this time, the automatic wire rewinder 9 winds up the wire upward. This is the reverse rotation.
[0026] 3. When the linear vibrator 10 runs to the top working window, retract the automatic wire rewinder 9, and at this time, a working cycle is completed.
[0027] 4. When the tunnel secondary lining work is completed, retract the linear vibrator 10 into the inside of the lining trolley body 11 and place it at the storage and pushing mechanism. The trolley moves to the next working station and repeats the working cycle according to the above steps.
[0028] The present invention is ingeniously designed and convenient to operate, reducing the labor intensity of operators, effectively shortening the concrete vibration time in the secondary lining construction of the tunnel, improving work efficiency, enhancing the compactness of concrete construction, reducing air holes, improving the quality of the tunnel lining concrete, thus ensuring the overall safety of the tunnel structure, and solving the problems of large labor intensity of manual vibration, insufficient vibration, potential quality hazards, and affecting the overall safety of the tunnel structure in the existing tunnel secondary lining construction process. For the existing technology, it has good market prospects and development space.
[0029] The above has described in detail the preferred specific embodiments and examples of the present invention in conjunction with the drawings. However, the present invention is not limited to the above embodiments and examples. Within the scope of knowledge possessed by those skilled in the art, various changes can be made without departing from the concept of the present invention.
Claims
1. A circumferential automatic vibrating system for a tunnel lining trolley, characterized in that: The circumferential automatic vibration system comprises a motor reducer (1), a coupling (2), an electric control cabinet (4), a transmission tube (5), a reel (7), an automatic wire take-up device (9), a linear vibrator (10), a lining trolley body (11) and a storage and pushing mechanism. The electric control cabinet (4) controls the switch of the motor reducer (1) and drives the transmission tube (5) to rotate or stop through the coupling (2); the reel (7) is fixedly arranged on the transmission tube (5), the linear vibrator (10) is arranged on a side panel of the lining trolley body (11), and the cable of the linear vibrator (10) is wound on the reel (7).
2. The automatic circumferential vibration system for a tunnel lining trolley according to claim 1, characterized in that: The reel (7) comprises a rotating disk (701), a rotating shaft sleeve (702), and a bolt member (703); the rotating disk (701) is three vertically arranged circular disks; the rotating shaft sleeve (702) is a hollow tubular structure; the three rotating disks (701) are sequentially sleeved on the rotating shaft sleeve (702) to form a reel for reeling up external cables of the linear vibrator (10) and a vibrating power cord; the rotating shaft sleeve (702) is provided with a bolt member (703); the transmission tube (5) passes through the interior of the rotating shaft sleeve (702); and the rotating shaft sleeve (702) is connected to the transmission tube (5) via the bolt member (703).
3. The automatic circumferential vibration system for a tunnel lining trolley according to claim 1, characterized in that: The storage and pushing mechanism comprises a fixed ear seat (12), a transition connecting rod (13), a pulley (14) and a pin (15); the fixed ear seat (12) is arranged on the lining trolley body (11); the transition connecting rod (13) comprises a plurality of hinged connecting rod structures, wherein the endmost connecting rod is provided with a pulley (14) for sliding the external cable of the linear vibrator (10); the pin (15) connects the pulley (14) to the endmost connecting rod, and the working position and extension length of the external cable of the linear vibrator (10) are adapted by changing the position of the transition connecting rod (13).
4. The automatic circumferential vibration system for a tunnel lining trolley according to claim 1, characterized in that: A motor reducer fixing device (8) for fixing and supporting is arranged at the bottom of the motor reducer (1).
5. The automatic circumferential vibration system for a tunnel lining trolley according to claim 1, characterized in that: A plurality of bearings (3) are arranged on the transmission tube (5), and a bearing fixing device (6) is arranged at the bottom of the bearing (3).
6. The automatic circumferential vibration system for a tunnel lining trolley according to claim 1, characterized in that: The automatic wire take-up device (9) is provided with a power line for supplying power to the vibrating head of the linear vibrator (10).
7. The automatic circumferential vibration system for a tunnel lining trolley according to claim 1, characterized in that: The circumferential automatic vibrating system is symmetrically arranged on the left and right sides of the lining trolley body (11).