Nondestructive detection device for underground pipe gallery in seaside soil filling area
By working in concert with the height adjustment component, vibration adjustment component, and main control component, the problem of equipment damage and data errors caused by uneven ground in the detection of underground pipe corridors in coastal reclaimed areas has been solved, achieving stable and accurate non-destructive detection.
Patent Information
- Application Number
- CN202520393998.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-03-07
- Publication Date
- 2025-11-21
- Estimated Expiration
- 2035-03-07
AI Technical Summary
Existing technologies for detecting underground utility tunnels in coastal reclaimed areas are prone to vibration damage and data errors due to uneven ground.
The system employs a coordinated approach involving a detection height adjustment component, a vibration adjustment component, and a central control component. The detection height is adjusted via a hydraulic lifter, the position is finely adjusted via a threaded rod and a knob, vibration is absorbed by a damping rod and a spring, and the controller processes data and dissipates heat to ensure the stability and accuracy of the detection.
It enables non-destructive testing of underground utility tunnels in reclaimed coastal areas, improving the flexibility and accuracy of testing and reducing the risk of equipment damage and data errors.
Smart Images

Figure CN223579357U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to underground engineering detection technical field more specifically, the utility model relates to a kind of seaside fill area underground pipe gallery nondestructive testing device. BACKGROUND
[0002] Underground engineering detection technology is a series of technical means specially for detecting and evaluating underground space, structure and geological conditions. It uses various physical methods, such as seismic wave reflection method, electromagnetic wave detection technology, geological radar, etc., to obtain information such as geological structure, rock-soil mass properties, groundwater distribution, and the form and state of underground structures in the underground engineering area. These technologies play a key role in the planning, design, construction and operation stages of underground engineering, and can help engineers to discover potential geological risks and engineering problems in advance, and provide important basis for formulating reasonable construction schemes and ensuring engineering safety.
[0003] After searching, the existing patent (publication number: CN214473906U) discloses a radar trolley device for tunnel advanced geological prediction and tunnel nondestructive testing, which comprises a bearing plate, a first wheel frame, a first wheel body, a second wheel body, a second wheel frame, a third wheel body, a fourth wheel body, a detection arm, a radar, a control console and a control computer. The first wheel body and the second wheel body are arranged on the first wheel frame, and the third wheel body and the fourth wheel body are arranged on the second wheel frame. The detection arm comprises a first branch, a second branch, a pin shaft and a hydraulic cylinder. One end of the first branch is connected to the radar, and the other end is rotatably connected to one end of the second branch by the pin shaft. The other end of the second branch is fixed to the bearing plate. One end of the hydraulic cylinder is rotatably connected to the side of the first branch, and the other end is rotatably connected to the bearing plate. The control console is arranged on the bearing plate, and the control computer is arranged on the control console. The radar is electrically connected to the control computer. Compared with the prior art, the utility model avoids the high-altitude operation of workers by setting the trolley, thereby reducing the safety hazards.
[0004] During use of the device, on the one hand, due to uneven ground, vibration is easily generated during movement, damaging the instrument; on the other hand, the probe deviates from the original track during movement detection, causing data errors. UTILITY MODEL CONTENTS
[0005] In order to overcome the above-mentioned defects of the prior art, the utility model provides a seaside fill area underground pipe gallery nondestructive testing device to solve the problem of vibration damage to the instrument box causing data errors.
[0006] To solve the above technical problems, the utility model provides technical schemes as follows: A kind of seaside fill area underground pipe gallery nondestructive testing device, comprising: mounting platform;Detection height adjusting assembly is assembled on the mounting platform, and the detection height adjusting assembly is used to adjust the height of detection;Vibration adjusting assembly is assembled on the detection height adjusting assembly, and the vibration adjusting assembly is used to detect and shock absorption;General control component is assembled on the mounting platform, and the general control component is used to control overall;Mobile assembly is assembled on the bottom of the mounting platform, and the mobile assembly is used to drive overall movement.
[0007] Preferably, the detection height adjusting assembly comprises: a detection groove is opened in the mounting platform, a hydraulic lifter is fixedly installed on the top of the mounting platform, and a support plate is fixedly installed on the top of the hydraulic lifter.
[0008] Preferably, the vibration adjusting assembly comprises: a threaded rod is screwed on the support plate, a knob is fixedly installed on the top of the threaded rod, a damping rod is fixedly installed on the bottom of the support plate, and a spring is movably installed on the outer surface of the damping rod.
[0009] Preferably, the vibration adjusting assembly further comprises: a mounting plate one is fixedly installed on the bottom of the damping rod, one end of the threaded rod is movably connected to the top of the mounting plate one, an extension rod is fixedly installed on the bottom of the mounting plate one, and a detection head is fixedly installed on the bottom end of the extension rod.
[0010] Preferably, the general control component comprises: a support column is fixedly installed on the top of the mounting platform, an installation plate two is fixedly installed on the top of the support column, an installation groove is opened in the installation plate two, the installation groove is opened in two groups, and the two groups of installation grooves are symmetrically arranged on the installation plate two.
[0011] Preferably, the general control component further comprises: a cover plate is detachably installed on the installation groove, a controller is fixedly installed on the top of the installation plate two, a plurality of heat dissipation holes are opened in the installation plate two, the heat dissipation holes are arranged in two groups, and the two groups of heat dissipation holes are symmetrically arranged on the installation plate two.
[0012] Preferably, the mobile assembly comprises: a transmission is fixedly installed on the bottom of the mounting platform, a rotating shaft is movably installed on the transmission, and a moving wheel is fixedly installed on one end of the rotating shaft.
[0013] Preferably, the mobile assembly is provided in two groups, and the two groups of mobile assemblies are symmetrically arranged on the bottom of the mounting platform.
[0014] Compared with the prior art, the utility model has the beneficial effects that:
[0015] The utility model discloses a whole device through the cooperation of these components, realizes the nondestructive detection of underground pipe gallery in the seaside fill area, improves the flexibility and accuracy of detection. BRIEF DESCRIPTION OF DRAWINGS
[0016] Figure 1 It is the whole structure schematic diagram of the utility model;
[0017] Figure 2 It is the detection height adjusting assembly structure schematic diagram of the utility model;
[0018] Figure 3 It is the vibration adjusting assembly structure schematic diagram of the utility model;
[0019] Figure 4 It is the general control assembly structure schematic diagram of the utility model;
[0020] Figure 5 It is the mobile assembly structure schematic diagram of the utility model.
[0021] [REFERENCE SIGNS]
[0022] 1, installation platform;2, detection height adjusting assembly;3, vibration adjusting assembly;4, general control assembly;5, mobile assembly;201, detection groove;202, hydraulic lift;203, support plate;301, threaded rod;302, knob;303, damping rod;304, spring;305, mounting plate one;306, extension rod;307, detection head;401, support column;402, mounting plate two;403, installation groove;404, cover plate;405, controller;406, heat dissipation hole;501, transmission;502, rotating shaft;503, mobile wheel. DETAILED DESCRIPTION
[0023] The technical scheme in the embodiments of the utility model will be described clearly and completely below in conjunction with the embodiments of the utility model, and obviously, the described embodiments are only part of the embodiments of the utility model, not all the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by the person skilled in the art without creative labor are involved in the protection scope of the utility model.
[0024] Embodiment one
[0025] The preferable implementation example of the seaboard filling area underground pipe gallery nondestructive detection device is as shown in the utility model Figures 1 to 5 As shown: including: installation platform 1;Detection height adjusting assembly 2 is assembled on installation platform 1, and detection height adjusting assembly 2 is used for adjusting the height of detection;Vibration adjusting assembly 3 is assembled on detection height adjusting assembly 2, and vibration adjusting assembly 3 is used for detection and shock absorption;General control assembly 4 is assembled on installation platform 1, and general control assembly 4 is used for controlling the whole;Mobile assembly 5 is assembled at the bottom of installation platform 1, and mobile assembly 5 is used to drive the whole to move.
[0026] In the embodiment, detection height adjusting assembly 2 includes: detection groove 201 is opened on installation platform 1, the top of installation platform 1 is fixedly installed with hydraulic lifter 202, and the top of hydraulic lifter 202 is fixedly installed with supporting plate 203.
[0027] In the embodiment, vibration adjusting assembly 3 includes: threaded rod 301 is screwed on supporting plate 203, knob 302 is fixedly installed at the top of threaded rod 301, damping rod 303 is fixedly installed at the bottom of supporting plate 203, and spring 304 is movably installed on the outer surface of damping rod 303.
[0028] In the embodiment, vibration adjusting assembly 3 further includes: mounting plate one 305 is fixedly installed at the bottom of damping rod 303, one end of threaded rod 301 is movably connected with the top of mounting plate one 305, mounting plate one 305 is fixedly installed with extension rod 306 at the bottom, and detection head 307 is fixedly installed at the bottom end of extension rod 306.
[0029] Embodiment two
[0030] On the basis of embodiment one, the preferable implementation example of the seabord filling area underground pipe gallery nondestructive detection device is as shown in the utility model Figures 1 to 5 As shown: general control assembly 4 includes: support column 401 is fixedly installed at the top of installation platform 1, mounting plate two 402 is fixedly installed at the top of support column 401, mounting groove 403 is opened on mounting plate two 402, and two groups of mounting grooves 403 are symmetrically arranged on mounting plate two 402.
[0031] In the embodiment, general control assembly 4 further includes: cover plate 404 is detachably installed on mounting groove 403, controller 405 is fixedly installed at the top of mounting plate two 402, heat dissipation hole 406 is opened on mounting plate two 402, two groups of heat dissipation holes 406 are symmetrically arranged on mounting plate two 402.
[0032] In the embodiment, the moving assembly 5 comprises a transmission 501 fixedly installed at the bottom of the installation platform 1, a rotating shaft 502 movably installed on the transmission 501, and a moving wheel 503 fixedly installed at one end of the rotating shaft 502.
[0033] In the embodiment, the moving assembly 5 is provided in two groups, and the two groups of moving assemblies 5 are symmetrically arranged at the bottom of the installation platform 1.
[0034] When the non-destructive detection device for underground pipe gallery in the seaside filling area reaches the designated position, the detection height adjusting assembly 2 is started, the hydraulic lifter 202 pushes the support plate 203 to rise or fall, and the detection head 307 is adjusted to the appropriate height; then, the threaded rod 301 and the knob 302 in the vibration adjusting assembly 3 are used for fine adjustment of the position of the detection head 307, and the damping rod 303 and the spring 304 absorb ground vibration to ensure the stability of detection; the controller 405 in the general control assembly 4 controls the entire detection process and data processing, the cover plate 404 protects the internal elements, and the heat dissipation hole 406 ensures the normal heat dissipation of the controller 405. Through the cooperative work of these assemblies, the non-destructive detection of the underground pipe gallery in the seaside filling area is realized, and the flexibility and accuracy of detection are improved.
[0035] Finally, it should be pointed out that: first, in the description of the present application, it should be pointed out that, unless otherwise specified and limited, the terms "installation", "connection", "connection" should be understood broadly, which can be mechanical connection or electrical connection, or the communication between two elements, or direct connection, "up", "down", "left", "right" and the like are only used to indicate the relative positional relationship, when the absolute position of the described object changes, the relative positional relationship may change;
[0036] Secondly: the utility model discloses the embodiment of the drawings, only relate to the structure involved in the embodiment of the present disclosure, other structures can refer to the usual design, under the condition of no conflict, the same embodiment and different embodiments of the utility model can be combined with each other;
[0037] Finally: the above only for the preferred embodiment of the utility model, and does not limit the utility model, any modification, equivalent replacement, improvement etc. within the spirit and principle of the utility model, should be contained in the protection scope of the utility model.
Claims
1. A non-destructive testing device for underground utility tunnels in coastal reclaimed areas, characterized in that, include: Installation platform (1); A detection height adjustment assembly (2) is mounted on the mounting platform (1), the detection height adjustment assembly (2) being used to adjust the detection height; A vibration adjustment component (3) is mounted on the detection height adjustment component (2), the vibration adjustment component (3) being used for detection and vibration damping; A central control assembly (4) is mounted on the mounting platform (1), the central control assembly (4) being used to control the whole; A movable component (5) is mounted at the bottom of the mounting platform (1), which is used to drive the whole to move.
2. The non-destructive testing device for underground utility tunnels in coastal reclaimed areas according to claim 1, characterized in that, The detection height adjustment component (2) includes: A detection slot (201) is provided on the installation platform (1), and a hydraulic lifter (202) is fixedly installed on the top of the installation platform (1), and a support plate (203) is fixedly installed on the top of the hydraulic lifter (202).
3. The non-destructive testing device for underground utility tunnels in coastal reclaimed areas according to claim 1, characterized in that, The vibration adjustment component (3) includes: A threaded rod (301) is threadedly connected to the support plate (203). A knob (302) is fixedly installed on the top of the threaded rod (301). A damping rod (303) is fixedly installed on the bottom of the support plate (203). A spring (304) is movably installed on the outer surface of the damping rod (303).
4. The non-destructive testing device for underground utility tunnels in coastal reclaimed areas according to claim 1, characterized in that, The vibration adjustment component (3) also includes: A mounting plate (305) is fixedly installed at the bottom of the damping rod (303). One end of the threaded rod (301) is movably connected to the top of the mounting plate (305). An extension rod (306) is fixedly installed at the bottom of the mounting plate (305). A probe (307) is fixedly installed at the bottom end of the extension rod (306).
5. The non-destructive testing device for underground utility tunnels in coastal reclaimed areas according to claim 1, characterized in that, The overall control component (4) includes: A support column (401) is fixedly installed on the top of the installation platform (1). A second installation plate (402) is fixedly installed on the top of the support column (401). An installation groove (403) is provided on the second installation plate (402). Two sets of installation grooves (403) are provided, and the two sets of installation grooves (403) are symmetrically arranged on the second installation plate (402).
6. The non-destructive testing device for underground utility tunnels in coastal reclaimed areas according to claim 1, characterized in that, The overall control component (4) also includes: A cover plate (404) is detachably installed on the mounting slot (403). A controller (405) is fixedly installed on the top of the mounting plate two (402). Heat dissipation holes (406) are provided on the mounting plate two (402). Two sets of heat dissipation holes (406) are provided, and the two sets of heat dissipation holes (406) are symmetrically arranged on the mounting plate two (402).
7. A non-destructive testing device for underground utility tunnels in coastal reclaimed areas according to claim 1, characterized in that, The moving component (5) includes: A transmission device (501) is fixedly installed at the bottom of the installation platform (1). A rotating shaft (502) is movably installed on the transmission device (501). A movable wheel (503) is fixedly installed at one end of the rotating shaft (502).
8. A non-destructive testing device for underground utility tunnels in coastal reclaimed areas according to claim 1, characterized in that, The moving component (5) is provided in two sets, and the two sets of moving components (5) are symmetrically arranged at the bottom of the mounting platform (1).
Citation Information
Patent Citations
Radar trolley device for tunnel advanced geological forecast and tunnel nondestructive testing
CN214473906U