A shield tunnel shallow earthwork section ground surface settlement real-time monitoring device

By utilizing an adjustable-angle infrared measuring instrument and telescopic components in the surface settlement monitoring device for shallow overburden sections of shield tunnels, the problem of monitoring blind spots caused by large variations in surface slope and dispersed monitoring points has been solved, achieving complete acquisition of settlement data and flexible adaptability of the device.

CN120991194BActive Publication Date: 2026-02-03THE NINTH ENGINEERING CO LTD OF THE FIRST HIGHWAY ENGINEERING BUREAU OF CCCC
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Patent Information

Application Number
CN202511517725.2
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2025-10-23
Publication Date
2026-02-03
Estimated Expiration
2045-10-23

AI Technical Summary

Technical Problem

Existing surface settlement monitoring devices, when applied to shallow overburden sections of shield tunnels, suffer from blind spots due to large variations in surface slope and dispersed monitoring points, making it impossible to collect complete settlement data.

Method used

It adopts an adjustable-angle infrared measuring instrument and telescopic components. The support frame is rotated through a turbine, worm gear drive and hydraulic rod to realize the vertical and horizontal angle adjustment of the infrared measuring instrument. Combined with the multi-slide cylinder nesting and screw drive design, it can adapt to the monitoring needs of different slopes and spacings.

Benefits of technology

The monitoring coverage has been expanded, blind spots have been avoided, and complete data collection on surface settlement in shallow overburden sections of shield tunnels has been achieved, improving the practicality and portability of the device.

✦ Generated by Eureka AI based on patent content.

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Abstract

The application discloses a shield tunnel shallow covering soil section ground surface settlement real-time monitoring device, relates to the ground surface settlement monitoring technical field, and includes a measuring assembly for real-time monitoring of shield tunnel shallow covering soil section ground surface settlement and an infrared receiver, a contraction assembly for receiving is arranged on one side of the outer surface of the measuring assembly, and a supporting assembly for stabilizing the measuring assembly is arranged on the outer surface of the contraction assembly; the shield tunnel shallow covering soil section ground surface settlement real-time monitoring device is adjusted in two directions through turbine and vortex rod transmission, first and second toothed gears and toothed gear rings, the vortex rod is rotated under the drive of a motor, the fixed shaft is driven to rotate through the turbine, the up-down monitoring angle of the infrared measuring instrument body is adjusted, the second hydraulic rod pushes the moving frame, the toothed gear ring is meshed with the first toothed gear to drive the second supporting frame to rotate, and the horizontal direction angle adjustment of the infrared measuring instrument body is realized.
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Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of ground settlement monitoring, in particular to a shield tunnel shallow soil covering section ground settlement real-time monitoring device. BACKGROUND

[0002] The ground settlement monitoring device is a professional equipment system for real-time capturing, accurate quantification and system analysis of ground vertical displacement phenomena, and is widely used in geological disaster prevention and control, urban engineering construction, mineral resource development and other fields.

[0003] The core measuring components of the existing ground settlement monitoring device are mostly fixed installation design, that is, the monitoring direction and angle are fixed when the components are factory-finished and installed at the monitoring point, so that the monitoring range is limited in the fixed area from the beginning of installation. When applied to the shield tunnel shallow soil covering section, the ground slope in the shield tunnel shallow soil covering section changes greatly, the monitoring points are scattered, and the uneven monitoring blind area is prone to occur, so that the existing ground settlement monitoring device cannot collect complete settlement data of the ground surface of the shield tunnel shallow soil covering section.

[0004] Therefore, we propose a shield tunnel shallow soil covering section ground settlement real-time monitoring device to solve the problems raised in the above. SUMMARY

[0005] The purpose of the present application is to provide a shield tunnel shallow soil covering section ground settlement real-time monitoring device to solve the problem that the existing ground settlement monitoring device is applied to the shield tunnel shallow soil covering section with great changes in ground slope, the monitoring points are scattered and uneven monitoring blind area is prone to occur, resulting in incomplete settlement data collection of the ground surface of the shield tunnel shallow soil covering section.

[0006] To achieve the above purpose, the present application provides the following technical scheme: a shield tunnel shallow soil covering section ground settlement real-time monitoring device, comprising a measuring assembly for real-time monitoring of ground settlement of a shield tunnel shallow soil covering section and an infrared receiver, one side of the measuring assembly is provided with a retracting assembly for storage, an outer surface of the retracting assembly is provided with a supporting assembly for stabilizing the measuring assembly, the measuring assembly comprises a bottom plate and a first screw rod, one side of the bottom plate is fixedly connected with a first support frame, one side of the first support frame is rotatably connected with a second support frame, a vortex rod is movably embedded between opposite inner walls of one side of the second support frame, a fixed shaft is movably embedded between opposite inner walls of the other side of the second support frame, an infrared measuring instrument body is arranged on an outer surface of the fixed shaft, a turbine is fixedly sleeved on an outer surface of the fixed shaft, a first toothed gear is fixedly connected to one side of the second support frame, and a second toothed gear is fixedly sleeved on an outer surface of one end of the vortex rod.

[0007] Preferably, the outer surface of the worm gear meshes with the outer surface of the turbine, a first toothed ring is fixedly sleeved on the outer surface of the first screw near one end, a hydraulic rod is provided on one side of the outer surface of the base plate near the edge, and a movable frame is fixedly connected to one end of the hydraulic rod.

[0008] Preferably, a toothed ring is rotatably connected to one inner wall of the movable frame, and a first gear is fixedly sleeved on the outer surface of the toothed ring. A second toothed ring is rotatably connected to the other inner wall of the movable frame, and a second gear is fixedly sleeved on the outer surface of the second toothed ring.

[0009] Preferably, a motor is provided on one side of the outer surface of the base plate near the edge, and an output shaft is fixedly connected to the output end of the motor. A gear cylinder is fixedly sleeved on the outer surface of the output shaft. The outer surface of the first gear meshes with the outer surface of the gear cylinder, and the outer surface of the second gear meshes with the outer surface of the gear cylinder.

[0010] Preferably, a third support frame is fixedly connected to one outer surface of the base plate, and the inner wall of the third support frame is rotatably connected to the outer surface of the output shaft near one end. The shrinking assembly includes a first slide cylinder, one end of which is fixedly connected to the other outer surface of the base plate, and the outer surface of the first screw is rotatably connected to the inner wall of the first slide cylinder.

[0011] Preferably, a second slide cylinder is slidably connected to the outer surface of the first slide cylinder, a first movable cylinder is fixedly connected to the inner wall of the second slide cylinder, the inner wall of the first movable cylinder is threadedly connected to the outer surface of the first screw, and a second screw is rotatably connected to the outer surface of the first movable cylinder.

[0012] Preferably, the inner wall of the second screw is slidably connected to the outer surface of the first screw, a third slide is slidably connected to the outer surface of the second slide, a second movable cylinder is fixedly connected to the inner wall of the third slide, and the inner wall of the second movable cylinder is threadedly connected to the outer surface of the second screw.

[0013] Preferably, the support assembly includes a fixed plate, the inner wall of which is fixedly connected to the outer surface of the third slide near one end, and multiple connecting plates are fixedly connected to the outer surface of the fixed plate. Each pair of adjacent connecting plates forms a group, and a first rotating shaft is movably embedded between the relative inner walls of the multiple groups of connecting plates.

[0014] Preferably, a first rotating plate is fixedly sleeved on the outer surface of each of the plurality of first rotating shafts, a second rotating shaft is fixedly embedded between the relative inner walls of the plurality of first rotating plates, a second rotating plate is movably embedded on the outer surface of the plurality of second rotating shafts, and a slide rail is threadedly connected to the outer surface of the third slide cylinder.

[0015] Preferably, a third rotating shaft is movably embedded in the inner wall of each of the plurality of second rotating plates near one edge, and a rotating frame is fixedly sleeved between the outer surfaces of the plurality of third rotating shafts near both ends. A slider is fixedly connected to one outer surface of each of the plurality of rotating frames, and the outer surfaces of the plurality of sliders are slidably connected to the inner wall of the slide rail.

[0016] Compared with the prior art, the beneficial effects of the present invention are:

[0017] 1. This device, through the setting of measurement components, achieves two-way adjustment via turbine and worm gear transmission, and the engagement of the first and second toothed teeth with the toothed tooth ring. First, the motor drives the worm gear to rotate, which in turn drives the fixed shaft to rotate, thereby adjusting the vertical monitoring angle of the infrared measuring instrument body to cover the settlement monitoring needs at different heights. Second, the hydraulic rod pushes the moving frame, causing the toothed tooth ring to engage with the first toothed tooth, which in turn drives the second support frame to rotate, realizing the horizontal angle adjustment of the infrared measuring instrument body, expanding the monitoring coverage, avoiding monitoring blind spots, and solving the problem that existing surface settlement monitoring devices are incomplete in collecting surface settlement data in shallow overburden sections of shield tunnels due to large variations in surface slope and scattered monitoring points.

[0018] 2. This device features a retraction assembly. Through the threaded engagement of the first screw and the first movable cylinder, the second slide cylinder can be extended. Then, through the engagement of the second screw and the second movable cylinder, the third slide cylinder is extended a second time, achieving a stepped adjustment of the device length. The retraction assembly adopts a multi-slide cylinder nesting and screw drive design, which can achieve flexible length extension and retraction. It can accommodate monitoring points and infrared receivers with different spacings, and is easy to store and transport, improving the practicality and portability of the device.

[0019] 3. By setting up a support component, when the support component needs to be unfolded, the rotating slide rail can drive the slider and the rotating frame to work together, so that the first rotating plate and the second rotating plate form a triangular support structure. Multiple connecting plates cooperate with the first rotating shaft, the second rotating shaft and the third rotating shaft, which can flexibly adjust the support angle to adapt to different slopes and flatness of the ground, further improving the stability and reliability of the device in complex environments. Attached Figure Description

[0020] Figure 1 This is a perspective view of a real-time monitoring device for surface settlement in shallow overburden sections of a shield tunnel according to the present invention.

[0021] Figure 2 This is a perspective view of the first support frame of a real-time monitoring device for surface settlement in shallow overburden sections of a shield tunnel according to the present invention.

[0022] Figure 3This is a perspective view of the infrared measuring instrument body of a real-time monitoring device for surface settlement in shallow overburden sections of a shield tunnel according to the present invention.

[0023] Figure 4 This is a three-dimensional cross-sectional view of the second toothed ring portion of the real-time monitoring device for surface settlement in shallow overburden sections of a shield tunnel according to the present invention.

[0024] Figure 5 This is a perspective view of the motor portion of a real-time monitoring device for surface settlement in shallow overburden sections of a shield tunnel according to the present invention.

[0025] Figure 6 This is a three-dimensional cross-sectional view of the first sliding cylinder section of a real-time monitoring device for surface settlement in shallow overburden sections of a shield tunnel according to the present invention.

[0026] Figure 7 This is a three-dimensional cross-sectional view of the third sliding cylinder section of a real-time monitoring device for surface settlement in shallow overburden sections of a shield tunnel according to the present invention.

[0027] Figure 8 This is a three-dimensional cross-sectional view of the second screw section of a real-time monitoring device for surface settlement in shallow overburden sections of a shield tunnel according to the present invention.

[0028] Figure 9 This is a perspective view of the support components of a real-time monitoring device for surface settlement in shallow overburden sections of a shield tunnel according to the present invention.

[0029] Figure 10 This is a three-dimensional cross-sectional view of the slide rail section of a real-time monitoring device for surface settlement in shallow overburden sections of a shield tunnel according to the present invention.

[0030] In the picture:

[0031] 1. Measuring components; 101. Base plate; 102. First support frame; 103. Second support frame; 104. Worm gear; 105. Fixed shaft; 106. Infrared measuring instrument body; 107. Turbine; 108. First toothed clutch; 109. Second toothed clutch; 110. First screw; 111. First toothed clutch ring; 112. Hydraulic rod; 113. Moving frame; 114. Toothed clutch ring; 115. First gear; 116. Second toothed clutch ring; 117. Second gear; 118. Motor; 119. Output shaft; 120. 1. Gear cylinder; 121. Third support frame; 2. Retraction assembly; 201. First slide cylinder; 202. Second slide cylinder; 203. First moving cylinder; 204. Second screw; 205. Third slide cylinder; 206. Second moving cylinder; 3. Support assembly; 301. Fixed plate; 302. Connecting plate; 303. First rotating shaft; 304. First rotating plate; 305. Second rotating shaft; 306. Second rotating plate; 307. Slide rail; 308. Slider; 309. Rotating frame; 310. Third rotating shaft; 4. Infrared receiver. Detailed Implementation

[0032] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0033] Please see Figures 1-10 This invention provides a technical solution: a real-time monitoring device for surface settlement in shallow overburden sections of shield tunnels, comprising a measuring component 1 and an infrared receiver 4 for real-time monitoring of surface settlement in shallow overburden sections of shield tunnels. A retractable component 2 is provided on one outer surface of the measuring component 1 for housing, and a support component 3 is provided on the outer surface of the retractable component 2 for maintaining the stability of the measuring component 1. The measuring component 1 includes a base plate 101 and a first screw 110. A first support frame 102 is fixedly connected to one outer surface of the base plate 101, and a second support frame 103 is rotatably connected to one outer surface of the first support frame 102. A vortex rod 104 is movably embedded between one side of the second support frame 103 and its inner wall, and a fixed shaft 105 is movably embedded between the other side of the second support frame 103 and its inner wall. An infrared measuring instrument body 106 is provided on the outer surface of the fixed shaft 105, and a turbine 107 is fixedly sleeved on the outer surface of the fixed shaft 105. A first tooth 108 is fixedly connected to one outer surface of the second support frame 103, and the outer surface of the vortex rod 104 is close to... A second toothed gear 109 is fixedly sleeved near one end. The outer surface of the worm gear 104 meshes with the outer surface of the turbine 107. A first toothed ring 111 is fixedly sleeved near one end of the outer surface of the first screw 110. A hydraulic rod 112 is provided near the edge of one side of the outer surface of the base plate 101. A movable frame 113 is fixedly connected to one end of the hydraulic rod 112. A toothed ring 114 is rotatably connected to one side of the inner wall of the movable frame 113. A first gear 115 is fixedly sleeved on the outer surface of the toothed ring 114. A second toothed ring 116 is rotatably connected to the inner wall of the other side of the frame 113. A second gear 117 is fixedly sleeved on the outer surface of the second toothed ring 116. A motor 118 is set on one side of the outer surface of the base plate 101 near the edge. An output shaft 119 is fixedly connected to the output end of the motor 118. A gear cylinder 120 is fixedly sleeved on the outer surface of the output shaft 119. The outer surface of the first gear 115 meshes with the outer surface of the gear cylinder 120, and the outer surface of the second gear 117 meshes with the outer surface of the gear cylinder 120.

[0034] In this embodiment, when the real-time surface settlement monitoring device for the shallow overburden section of the shield tunnel is in use, after the shrinkage component 2 is adjusted to the correct position and the support component 3 stably fixes the device on the surface of the monitoring point, the hydraulic rod 112 drives the moving frame 113 to move. The moving frame 113 synchronously drives the toothed ring 114 to move towards the second toothed tooth 109 until the toothed ring 114 meshes with the second toothed tooth 109. At this time, the motor 118 drives the gear cylinder 120 to rotate continuously. Through meshing with the first gear 115, the first gear 115 is driven to rotate. The first gear 115 drives the toothed ring 114 to rotate synchronously. The toothed ring 114 drives the second toothed tooth 109 to rotate. The second toothed tooth 109 drives the fixedly connected worm gear 10. 4. Rotation: The outer surface of the worm gear 104 rotates on the inner wall of the second support frame 103. Simultaneously, the rotation of the worm gear 104 drives the turbine 107 to rotate, which in turn drives the fixed shaft 105 to rotate. The infrared measuring instrument body 106 is fixedly mounted on the outer surface of the fixed shaft 105, thereby adjusting the vertical rotation angle of the infrared measuring instrument body 106. Once the vertical angle of the infrared measuring instrument body 106 reaches the appropriate position, the hydraulic rod 112 is activated again to drive the moving frame 113 to move in the opposite direction. Simultaneously, the moving frame 113 drives the second toothed ring 116 to engage with and then disengage from the first toothed ring 111, thereby driving the toothed ring 114 to move towards the first toothed ring 108 until the toothed ring 114 and the first toothed ring 108 are fully engaged. The toothed ring 114 drives the first toothed tooth 108 to rotate. The rotation of the first toothed tooth 108 drives the second support frame 103 to rotate. The surface of the second support frame 103 rotates along the inner wall of the first support frame 102. Simultaneously, the second support frame 103 drives the fixed shaft 105 to rotate and move. The fixed shaft 105 drives the infrared measuring instrument body 106 to rotate and move. At the same time, the outer surface of the turbine 107 rotates and moves along the outer surface of the worm gear 104 until the rotation angle of the infrared measuring instrument body 106 is appropriate. The infrared measuring instrument body 106 continuously emits a stable infrared signal to the infrared receiver 4. The infrared receiver 4 receives the signal in real time and records the signal propagation distance parameters. When the hydraulic rod 112 drives the moving frame 113 to move... The outer surfaces of the first gear 115 and the second gear 117 are always meshed with the outer surface of the gear cylinder 120. This device, by setting up the measuring component 1, achieves two-directional adjustment through the transmission of the worm gear 107 and the worm shaft 104, and the meshing of the first toothed gear 108 and the second toothed gear 109 with the toothed gear ring 114. First, the motor 118 drives the worm shaft 104 to rotate, which in turn drives the fixed shaft 105 to rotate via the worm gear 107, thereby adjusting the vertical monitoring angle of the infrared measuring instrument body 106 to cover settlement monitoring needs at different heights. Second, the hydraulic rod 112 pushes the moving frame 113, causing the toothed gear ring 114 to mesh with the first toothed gear 108, thereby rotating the second support frame 103 and achieving horizontal angle adjustment of the infrared measuring instrument body 106.This expands the monitoring coverage and avoids blind spots, solving the problem that existing surface settlement monitoring devices, when applied to shallow overburden sections of shield tunnels, suffer from incomplete data collection due to the large variations in surface slope and the dispersed nature of monitoring points, leading to uneven terrain and potential blind spots.

[0035] like Figures 1-10 As shown, a third support frame 121 is fixedly connected to one outer surface of the base plate 101. The inner wall of the third support frame 121 is rotatably connected to the outer surface of the output shaft 119 near one end. The retraction assembly 2 includes a first slide cylinder 201. One end of the first slide cylinder 201 is fixedly connected to the other outer surface of the base plate 101. The outer surface of the first screw 110 is rotatably connected to the inner wall of the first slide cylinder 201. A second slide cylinder 202 is slidably connected to the outer surface of the first slide cylinder 201. The inner wall of the second slide cylinder 202 is fixedly connected to... A first movable cylinder 203 is connected, and the inner wall of the first movable cylinder 203 is threadedly connected to the outer surface of the first screw 110. A second screw 204 is rotatably connected to the outer surface of the first movable cylinder 203, and the inner wall of the second screw 204 is slidably connected to the outer surface of the first screw 110. A third slide cylinder 205 is slidably connected to the outer surface of the second slide cylinder 202, and a second movable cylinder 206 is fixedly connected to the inner wall of the third slide cylinder 205. The inner wall of the second movable cylinder 206 is threadedly connected to the outer surface of the second screw 204.

[0036] In this embodiment, after the support assembly 3 stably fixes the device on the ground surface of the monitoring point, the motor 118 is started. The output end of the motor 118 drives the output shaft 119 to rotate, and the output shaft 119 drives the gear cylinder 120 on the outer surface to rotate synchronously. The gear cylinder 120 meshes with the second gear 117, so the second gear 117 drives the second toothed ring 116 to rotate. At this time, the hydraulic rod 112 is started, and the hydraulic rod 112 pushes the moving frame 113 to move. The moving frame 113 drives the second toothed ring 116 to move until the second toothed ring 116 engages with the second gear 117. When the first toothed insert ring 111 engages, it drives the first screw 110 to rotate. The rotation of the first screw 110 causes the first movable cylinder 203, which is threadedly connected to its outer surface, to move synchronously. Since the inner wall of the first movable cylinder 203 is threadedly fitted with the first screw 110, and the first movable cylinder 203 is fixedly embedded in the inner wall of the second sliding cylinder 202, the first movable cylinder 203 pushes the second sliding cylinder 202 to slide out along the outer surface of the first sliding cylinder 201. At this time, the nesting structure between the first sliding cylinder 201 and the second sliding cylinder 202 gradually... As the first screw 110 continues to rotate, the inner wall of the second screw 204 is slidably connected to the outer surface of the first screw 110, and the second screw 204 is rotatably connected to the outer surface of the first movable cylinder 203. The first screw 110 will drive the second screw 204 to rotate synchronously. When the second screw 204 rotates, the second movable cylinder 206, which is threaded to its outer surface, will move accordingly. The second movable cylinder 206 is fixedly embedded in the inner wall of the third sliding cylinder 205, thereby pushing the third sliding cylinder 205 to slide out along the outer surface of the second sliding cylinder 202, completing the process. The device length can be adjusted in a step-like manner by setting up a shrinking component 2. The first screw 110 and the first moving cylinder 203 are threaded together to push the second sliding cylinder 202 out. Then, the second screw 204 and the second moving cylinder 206 are threaded together to push the third sliding cylinder 205 out a second time, thus realizing the step-like adjustment of the device length. The shrinking component 2 adopts a multi-sliding cylinder nesting and screw drive design, which can realize flexible length extension and retraction. It can not only adapt to monitoring points and infrared receivers 4 with different spacing, but also facilitate storage and transportation, thus improving the practicality and portability of the device.

[0037] like Figures 1-10As shown, the support assembly 3 includes a fixing plate 301. The inner wall of the fixing plate 301 is fixedly connected to the outer surface of the third slide cylinder 205 near one end. Multiple connecting plates 302 are fixedly connected to the outer surface of the fixing plate 301. Each pair of adjacent connecting plates 302 forms a group. A first rotating shaft 303 is movably embedded between the relative inner walls of each group of connecting plates 302. A first rotating plate 304 is fixedly sleeved on the outer surface of each of the multiple first rotating shafts 303. A second rotating plate 304 is fixedly embedded between the relative inner walls of each of the multiple first rotating plates 304. The outer surfaces of the shaft 305 and the multiple second rotating shafts 305 are movably fitted with second rotating plates 306. The outer surface of the third slide cylinder 205 is threaded with a slide rail 307. The inner walls of the multiple second rotating plates 306 are movably fitted with third rotating shafts 310 near one edge. The outer surfaces of the multiple third rotating shafts 310 are fixedly fitted with rotating frames 309 near both ends. The outer surfaces of the multiple rotating frames 309 are fixedly connected with sliders 308 on one side. The outer surfaces of the multiple sliders 308 are slidably connected to the inner walls of the slide rails 307.

[0038] In this embodiment, when the real-time monitoring device for surface settlement in the shallow overburden section of the shield tunnel is in use, the operator needs to first unfold the support component 3 to contact the external ground to provide stable support for the measuring component 1 and the contraction component 2. First, rotate the slide rail 307. The inner wall of the slide rail 307 will slide along the outer surface of the third slide cylinder 205. Simultaneously, as the slide rail 307 moves spirally, the outer surface of the slider 308 will slide along the inner wall of the slide rail 307. The sliding of the slide rail 307 drives the slider 308 to move, which in turn drives the rotating frame 309 to move. The rotating frame 309 drives the third rotating shaft 310 to move, which in turn pulls the second rotating plate 306. One side of the inner wall of the second rotating plate 306 will rotate along the outer surface of the third rotating shaft 310. The other side of the second rotating plate 306... The inner side wall rotates around the second rotating shaft 305, which in turn drives the inner side wall of the first rotating plate 304 to rotate and unfold the first rotating shaft 303 until multiple first rotating plates 304 form a triangular support structure with the ground and between the first rotating plate 304 and the second rotating plate 306, thus stabilizing the device on the ground surface of the monitoring point. This device is equipped with a support component 3. When the support component 3 needs to be unfolded, the rotating slide rail 307 can drive the slider 308 and the rotating frame 309 to work together, so that the first rotating plate 304 and the second rotating plate 306 form a triangular support structure. Multiple connecting plates 302 cooperate with the first rotating shaft 303, the second rotating shaft 305 and the third rotating shaft 310 to flexibly adjust the support angle and adapt to the ground surface with different slopes and flatness, further improving the stability and reliability of the device in complex environments.

[0039] The usage and working principle of this device: When using the real-time surface settlement monitoring device for shallow overburden sections of shield tunnels, the operator first needs to unfold the support component 3 to make contact with the external ground to provide stable support for the measuring component 1 and the contraction component 2. First, rotate the slide rail 307. The inner wall of the slide rail 307 will slide along the outer surface of the third slide cylinder 205. Simultaneously, as the slide rail 307 moves spirally, the outer surface of the slider 308 will slide along the inner wall of the slide rail 307. The sliding of the slide rail 307 drives the slider 308 to move, which in turn drives the rotating frame 309 to move. The rotating frame 309... Moving the third rotating shaft 310 pulls the second rotating plate 306, causing one inner wall of the second rotating plate 306 to rotate along the outer surface of the third rotating shaft 310. The other inner wall of the second rotating plate 306 rotates around the second rotating shaft 305. Simultaneously, this causes one inner wall of the first rotating plate 304 to rotate and unfold the first rotating shaft 303, until multiple first rotating plates 304 form a triangular support structure with the ground and between the first rotating plates 304 and the second rotating plates 306, stabilizing the device on the monitoring point surface. At this point, the motor 118 is started, and the output end of the motor 118 drives the output shaft 119. The output shaft 119 rotates, causing the gear cylinder 120 on its outer surface to rotate synchronously. The gear cylinder 120 meshes with the second gear 117, which in turn drives the second toothed ring 116 to rotate. At this time, the hydraulic rod 112 is activated, which pushes the moving frame 113 to move. The moving frame 113 drives the second toothed ring 116 to move until the second toothed ring 116 meshes with the first toothed ring 111. At this time, the first toothed ring 111 drives the first screw 110 to rotate. When the first screw 110 rotates, it drives the first moving cylinder 203, which is threaded on its outer surface, to move synchronously. The inner wall of a movable cylinder 203 is threadedly engaged with the first screw 110, and the first movable cylinder 203 is fixedly embedded in the inner wall of the second sliding cylinder 202. The first movable cylinder 203 will push the second sliding cylinder 202 to slide out along the outer surface of the first sliding cylinder 201. At this time, the nesting structure between the first sliding cylinder 201 and the second sliding cylinder 202 gradually unfolds. As the first screw 110 continues to rotate, because the inner wall of the second screw 204 is slidably connected to the outer surface of the first screw 110, and the second screw 204 is rotatably connected to the outer surface of the first movable cylinder 203, the first screw 110 will drive the second screw 204 to rotate synchronously.When the second screw 204 rotates, the second movable cylinder 206, which is threaded to its outer surface, moves accordingly. The second movable cylinder 206 is fixedly embedded in the inner wall of the third sliding cylinder 205, thereby pushing the third sliding cylinder 205 to slide out along the outer surface of the second sliding cylinder 202, completing the secondary adjustment of the device length until the entire shrink assembly 2 extends to the appropriate distance between the monitoring point and the infrared receiver 4. After the shrink assembly 2 is adjusted to the correct position, the control hydraulic rod 112 continues to drive the movable frame 113 to move. The movable frame 113 simultaneously drives the second toothed ring 116 to disengage from the first toothed ring 111, and drives the toothed ring 114 to move towards the direction of the second toothed tooth 109 until the toothed ring 109 is engaged. The toothed ring 114 meshes with the second toothed gear 109. At this time, the gear cylinder 120 rotates continuously, driving the first gear 115 to rotate through meshing with it. The first gear 115 drives the toothed ring 114 to rotate synchronously, which in turn drives the second toothed gear 109 to rotate. The second toothed gear 109 then drives the fixedly connected worm gear 104 to rotate. The outer surface of the worm gear 104 rotates on the inner wall of the second support frame 103. Simultaneously, the rotation of the worm gear 104 drives the turbine 107 to rotate, which in turn drives the fixed shaft 105 to rotate. The infrared measuring instrument body 106 is fixedly mounted on the outer surface of the fixed shaft 105, thereby driving... The infrared measuring instrument body 106 is rotated up and down to adjust its angle. After the angle of the infrared measuring instrument body 106 is moved to a suitable position, the hydraulic rod 112 is activated to drive the moving frame 113 to move in the opposite direction. The moving frame 113 simultaneously drives the second toothed ring 116 to engage with the first toothed ring 111 and then disengage, thereby driving the toothed ring 114 to move towards the first toothed ring 108 until the toothed ring 114 and the first toothed ring 108 are fully engaged. The toothed ring 114 will drive the first toothed ring 108 to rotate. When the first toothed ring 108 rotates, it will drive the second support frame 103 to rotate. The surface of the second support frame 103 will move along the first support frame. The inner wall of 102 rotates, and simultaneously the second support frame 103 drives the fixed shaft 105 to rotate and move. The fixed shaft 105 drives the infrared measuring instrument body 106 to rotate and move. At the same time, the outer surface of the turbine 107 rotates and moves along the outer surface of the worm gear 104 until the rotation angle of the infrared measuring instrument body 106 is appropriate. The infrared measuring instrument body 106 continuously emits a stable infrared signal to the infrared receiver 4. The infrared receiver 4 receives the signal in real time and records the signal propagation distance parameters. When the hydraulic rod 112 drives the moving frame 113 to move, the outer surfaces of the first gear 115 and the second gear 117 are always meshed with the outer surface of the gear cylinder 120.

[0040] The wiring diagrams of the infrared measuring instrument body 106, hydraulic rod 112, motor 118 and infrared receiver 4 in this invention are common knowledge in the field. Their working principle is a well-known technology. The appropriate model is selected according to actual use. Therefore, the control method and wiring layout of the infrared measuring instrument body 106, hydraulic rod 112, motor 118 and infrared receiver 4 will not be explained in detail.

[0041] Although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present invention should be included within the protection scope of the present invention.

Claims

1. A real-time monitoring device for surface settlement in shallow overburden sections of shield tunnels, comprising a measuring component (1) for real-time monitoring of surface settlement in shallow overburden sections of shield tunnels and an infrared receiver (4), wherein a shrinkable component (2) for housing is provided on one outer surface of the measuring component (1), and a support component (3) for maintaining the stability of the measuring component (1) is provided on the outer surface of the shrinkable component (2), characterized in that: The measuring component (1) includes a base plate (101) and a first screw (110). A first support frame (102) is fixedly connected to one outer surface of the base plate (101). A second support frame (103) is rotatably connected to one outer surface of the first support frame (102). A worm gear (104) is movably embedded between one side of the second support frame (103) and the inner wall. A fixed shaft (105) is movably embedded between the other side of the second support frame (103) and the inner wall. An infrared measuring instrument body (106) is provided on the outer surface of the fixed shaft (105). A turbine (107) is fixedly sleeved on the outer surface of the fixed shaft (105). A first toothed insert (108) is fixedly connected to one outer surface of the second support frame (103). A second toothed insert (109) is fixedly sleeved on the outer surface of the worm gear (104) near one end. The outer surface of the worm gear (104) meshes with the outer surface of the turbine (107). A first toothed ring (111) is fixedly sleeved on the outer surface of the first screw (110) near one end. A hydraulic rod (112) is provided on one side of the outer surface of the base plate (101) near the edge. A movable frame (113) is fixedly connected to one end of the hydraulic rod (112). A toothed ring (114) is rotatably connected to one side of the inner wall of the movable frame (113), and a first gear (115) is fixedly sleeved on the outer surface of the toothed ring (114). A second toothed ring (116) is rotatably connected to the other side of the inner wall of the movable frame (113), and a second gear (117) is fixedly sleeved on the outer surface of the second toothed ring (116). The shrinking assembly (2) includes a first slide cylinder (201), one end of which is fixedly connected to the outer surface of the other side of the base plate (101), and the outer surface of the first screw (110) is rotatably connected to the inner wall of the first slide cylinder (201). The outer surface of the first slide cylinder (201) is slidably connected to the second slide cylinder (202), the inner wall of the second slide cylinder (202) is fixedly connected to the first movable cylinder (203), the inner wall of the first movable cylinder (203) is threadedly connected to the outer surface of the first screw (110), and the outer surface of the first movable cylinder (203) is rotatably connected to the second screw (204). The inner wall of the second screw (204) is slidably connected to the outer surface of the first screw (110), and the outer surface of the second slide cylinder (202) is slidably connected to the third slide cylinder (205). The inner wall of the third slide cylinder (205) is fixedly connected to the second movable cylinder (206), and the inner wall of the second movable cylinder (206) is threadedly connected to the outer surface of the second screw (204).

2. The real-time monitoring device for surface settlement in shallow overburden sections of shield tunnels according to claim 1, characterized in that: A motor (118) is provided on one side of the outer surface of the base plate (101) near the edge. The output end of the motor (118) is fixedly connected to an output shaft (119). A gear cylinder (120) is fixedly sleeved on the outer surface of the output shaft (119). The outer surface of the first gear (115) meshes with the outer surface of the gear cylinder (120), and the outer surface of the second gear (117) meshes with the outer surface of the gear cylinder (120).

3. The real-time monitoring device for surface settlement in shallow overburden sections of shield tunnels according to claim 2, characterized in that: A third support frame (121) is fixedly connected to one side of the outer surface of the base plate (101), and the inner wall of the third support frame (121) is rotatably connected to the outer surface of the output shaft (119) near one end.

4. The real-time monitoring device for surface settlement in shallow overburden sections of shield tunnels according to claim 3, characterized in that: The support assembly (3) includes a fixing plate (301). The inner wall of the fixing plate (301) is fixedly connected to the outer surface of the third slide cylinder (205) near one end. Multiple connecting plates (302) are fixedly connected to the outer surface of the fixing plate (301). Each pair of adjacent connecting plates (302) forms a group. A first rotating shaft (303) is movably embedded between the relative inner walls of the multiple groups of connecting plates (302).

5. The real-time monitoring device for surface settlement in shallow overburden sections of shield tunnels according to claim 4, characterized in that: The outer surfaces of the plurality of first rotating shafts (303) are fixedly fitted with first rotating plates (304), and the inner walls of the plurality of first rotating plates (304) are fixedly embedded with second rotating shafts (305). The outer surfaces of the plurality of second rotating shafts (305) are movably embedded with second rotating plates (306), and the outer surface of the third slide cylinder (205) is threadedly connected with slide rails (307).

6. The real-time monitoring device for surface settlement in shallow overburden sections of shield tunnels according to claim 5, characterized in that: Each of the inner walls of the multiple second rotating plates (306) is movably fitted with a third rotating shaft (310) near one edge. Each of the outer surfaces of the multiple third rotating shafts (310) is fixedly fitted with a rotating frame (309) near both ends. Each of the outer surfaces of one side of the multiple rotating frames (309) is fixedly connected with a slider (308). The outer surfaces of the multiple sliders (308) are slidably connected to the inner wall of the slide rail (307).

Citation Information

Patent Citations

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