Real-time monitoring device for compaction degree of pipeline backfill soil

By designing a real-time monitoring device for the compaction degree of pipeline backfill soil, and utilizing a drive roller and motor transmission structure, combined with the meshing of guide gears and linkage toothed plates, rapid, continuous, and uniform detection of the compaction degree of pipeline backfill soil is achieved. This solves the problems of low detection efficiency and poor uniformity in existing technologies, and improves detection efficiency and accuracy.

CN223985957UActive Publication Date: 2026-03-10XINJIANG LUKAJI CONSTR ENG CO LTD
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-04-18
Publication Date
2026-03-10

AI Technical Summary

Technical Problem

Existing technologies for testing the compaction degree of pipeline backfill soil are inefficient, require a lot of manpower and time, and traditional testing methods cannot guarantee the continuous uniformity of test points.

Method used

A real-time monitoring device for the compaction degree of pipeline backfill soil was designed. The device uses a drive roller and a drive motor to drive the transmission structure, enabling the device to move flexibly on the backfill soil surface. The meshing of the guide gear and the linkage toothed plate ensures the continuous and uniform pressing of the detection plate. The arc-shaped design of the detection plate reduces the impact of uneven ground, and the spring buffer ensures the accuracy of the detection.

Benefits of technology

It enables rapid and continuous testing without manual operation at each point, improving testing efficiency, ensuring the continuity and uniformity of test points and the accuracy of test results, and adapting to complex construction environments.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of building construction, in particular to a pipeline backfill compaction degree real-time monitoring device which comprises a supporting machine frame, a driving roller is installed on the surface of the supporting machine frame, a driving motor is installed on the side surface of the supporting machine frame in an embedded mode, and the output end of the driving motor is fixedly connected with a transmission cylinder. One end of the transmission cylinder is fixedly connected with a transmission gear, and the surface of a rotating shaft of the driving motor is fixedly connected with a linkage gear. According to the pipeline backfill soil compaction degree real-time monitoring device, the driving roller is rotationally connected with the supporting rack and is matched with the driving motor to drive the transmission structure, so that the device can flexibly move on the surface of backfill soil, a compaction degree detector does not need to be manually operated point by point, manpower and time are greatly saved, continuous and rapid detection is achieved, and the working efficiency is improved; the guide gear is meshed with the linkage toothed plate in a tooth missing design, the pressing distance of the detection pressing plate is accurately controlled, and continuous and uniform test points are ensured.
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Description

TECHNICAL FIELD

[0001] The utility model relates to the technical field of building construction, concretely to pipeline backfill soil compaction degree real -time monitoring devices. BACKGROUND

[0002] Pipeline backfill soil refers to the soil used to fill the space around and above the pipeline after pipeline laying, to prevent mechanical damage to the pipeline from the outside, such as ground vehicle driving, excavation work, etc. At the same time, it reduces the expansion and deformation of the pipeline due to temperature changes and other factors, plays a role in fixing the position of the pipeline, and makes the soil around the pipeline form a stable support structure to bear the weight of the pipeline itself and possible loads above, avoiding sinking, displacement, etc. of the pipeline, ensuring the normal operation of the pipeline system. Good backfill soil can fill the gap between the pipeline and the surrounding soil, reduce the penetration of groundwater or other liquids through these gaps to the surrounding pipeline, and thus prevent the pipeline from being corroded due to long-term immersion in water, and also avoid the leakage of the medium in the pipeline to the surrounding environment.

[0003] The existing pipeline backfill soil compaction degree is detected point by point on the ground using a compaction degree detector. This detection method is inefficient, requires a large amount of manpower and time, and the traditional detection method cannot guarantee continuous and uniform test points, reducing the practicability. UTILITY MODEL CONTENT

[0004] The utility model aims to provide a pipeline backfill soil compaction degree real-time monitoring device to solve the problem of using a compaction degree detector to detect the ground point by point, which is inefficient, requires a large amount of manpower and time, and the traditional detection method cannot guarantee continuous and uniform test points.

[0005] To achieve the above purpose, the utility model provides the following technical scheme: a pipeline backfill soil compaction degree real-time monitoring device, including a support frame, the surface of which is installed with a drive roller, the side surface of the support frame is embeddedly installed with a drive motor, the output end of the drive motor is fixedly connected with a transmission cylinder, one end of the transmission cylinder is fixedly connected with a transmission gear, the rotating shaft surface of the drive motor is fixedly connected with a linkage gear, the surface of the transmission cylinder is fixedly connected with a guide gear, the side surface of the support frame is provided with an opening, and the linkage tooth plate is installed on the side surface opening of the support frame, one end of the linkage tooth plate is fixedly connected with a support sliding block, the outer surface of the support sliding block is fixedly connected with a limiting baffle, the outer surface of one end of the limiting baffle is connected with a downward pressing connecting rod, the lower surface of the support frame is provided with an opening, and the detection mechanism is installed on the inner wall of the opening of the lower surface of the support frame, which pushes the telescopic cylinder and the installation baffle down through the downward pressing connecting rod to facilitate the detection of the pressing plate being lifted by the ground to drive the positioning sliding column to slide up.

[0006] Preferably, the support frame is rotationally connected with the driving roller, and the transmission cylinder is rotationally connected with the support frame, and the transmission gear is meshingly connected with the linkage gear.

[0007] By the above technical scheme, the support frame is rotationally connected with the driving roller, so that the whole monitoring device can be flexibly moved; when the driving motor is running, the transmission cylinder is driven to rotate, and the transmission gear and the linkage gear are meshingly engaged.

[0008] Preferably, the guide gear is coaxial with the transmission gear, the guide gear is designed with missing teeth, the linkage tooth plate is slidingly connected with the support frame, the lower surface of the linkage tooth plate is provided with a tooth block, and the linkage tooth plate is meshingly connected with the guide gear through the tooth block.

[0009] By the above technical scheme, when the transmission cylinder drives the transmission gear to rotate, the guide gear is synchronously rotated; since the guide gear is designed with missing teeth, the meshing state between the guide gear and the tooth block on the lower surface of the linkage tooth plate periodically changes during the rotation.

[0010] Preferably, the support sliding block is slidingly connected with the support frame, a spring is connected between the support sliding block and the support frame, and the pressing link is rotationally connected with the limiting baffle.

[0011] By the above technical scheme, when the guide gear drives the linkage tooth plate to move, the support sliding block stably slides on the support frame, so that the linkage tooth plate is prevented from shaking or deviating.

[0012] Preferably, the detection mechanism comprises a telescopic cylinder, the telescopic cylinder is installed in the inner wall of the opening on the lower surface of the support frame, the lower surface of the telescopic cylinder is fixedly connected with a mounting baffle, the surface of the mounting baffle is provided with an opening, the inner wall of the opening of the mounting baffle is installed with a positioning sliding column, and the lower surfaces of two positioning sliding columns are fixedly connected with detection pressing plates.

[0013] By the above technical scheme, the detection pressing plates are directly in contact with the backfill soil, the arc-shaped design of the two ends of the detection pressing plates can better fit the ground, so that the error caused by uneven ground during detection is reduced, and the accuracy of the detection result is ensured.

[0014] Preferably, the telescopic cylinder is slidingly connected with the support frame, and the upper end of the telescopic cylinder is rotationally connected with the lower end of the pressing link.

[0015] By the above technical scheme, when the linkage tooth plate drives the pressing link to act under the driving of the guide gear, the telescopic cylinder can be smoothly lowered to push the mounting baffle and the detection pressing plates to contact the ground.

[0016] Preferably, the mounting baffle is in sliding connection with the positioning slide column, and a spring is connected between the mounting baffle and the positioning slide column.

[0017] With the above technical scheme, when the detection plate contacts the backfill soil, if the compactness of the soil is different, the reaction force on the detection plate will make the positioning slide column slide in the mounting baffle by different distances.

[0018] Compared with the prior art, the pipeline backfill soil compactness real-time monitoring device has the advantages that:

[0019] 1. The driving roller is in rotary connection with the support frame, and cooperates with the driving motor to drive the transmission structure, so that the device can be flexibly moved on the surface of the backfill soil, manual operation of the compactness detector is not required, manpower and time are greatly saved, continuous and rapid detection is realized, work efficiency is improved, the missing teeth of the guide gear are designed to be in mesh with the linkage tooth plate, the detection plate is accurately controlled in the pressing interval, the test points are ensured to be continuous and uniform, the arc-shaped design of the two ends of the detection plate is combined with the spring buffer between the mounting baffle and the positioning slide column, so that the detection is not affected by the flatness of the ground, and accurate compactness data is obtained.

[0020] 2. The support slide block is in sliding connection with the support frame, the limiting baffle and the spring are cooperated, the linkage tooth plate is ensured to stably move and reset, the telescopic cylinder is in sliding connection with the support frame and rotary connection with the pressing connecting rod, impact force during detection is buffered and the ground undulation is adapted, and the stability of the device and the adaptability to the complex construction environment are enhanced. BRIEF DESCRIPTION OF DRAWINGS

[0021] Figure 1 It is a three-dimensional structure schematic view of the support frame and the driving roller of the utility model;

[0022] Figure 2 It is a three-dimensional structure schematic view of the support frame and the driving motor of the utility model;

[0023] Figure 3 It is a three-dimensional structure schematic view of the support slide block and the pressing connecting rod of the utility model;

[0024] Figure 4 It is a three-dimensional structure schematic view of the transmission gear and the linkage gear of the utility model;

[0025] Figure 5 It is a three-dimensional structure schematic view of the support slide block and the limiting baffle of the utility model;

[0026] Figure 6 It is a three-dimensional structure schematic view of the telescopic cylinder and the mounting baffle of the utility model.

[0027] In the diagram: 1. Support frame; 2. Drive roller; 3. Drive motor; 4. Transmission cylinder; 5. Transmission gear; 6. Linkage gear; 7. Guide gear; 8. Linkage gear plate; 9. Support slider; 10. Limiting baffle; 11. Pressing rod; 12. Telescopic cylinder; 13. Mounting baffle; 14. Positioning slide column; 15. Detection pressure plate. Detailed Implementation

[0028] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0029] Please see Figures 1-6 This utility model provides a technical solution: a real-time monitoring device for the compaction degree of pipeline backfill soil, including a support frame 1, drive rollers 2, a drive motor 3, a transmission cylinder 4, a transmission gear 5, a linkage gear 6, a guide gear 7, a linkage toothed plate 8, a support slider 9, a limit baffle 10, a downward pressing rod 11, a telescopic cylinder 12, an installation baffle 13, a positioning sliding column 14, and a detection pressure plate 15. The support frame 1 has drive rollers 2 mounted on its surface, and a drive motor 3 is embedded in the side surface of the support frame 1. The output end of the drive motor 3 is fixedly connected to the transmission cylinder 4. The support frame 1 and the drive rollers 2 form a rotatable connection, and the transmission cylinder 4 and the support frame 1 form a rotatable connection. The transmission gear 5 and the linkage gear 6 are connected and meshed. When the drive motor 3 is started, its output end drives the transmission cylinder 4 to rotate. The transmission gear 5 at one end of the transmission cylinder 4 meshes with the linkage gear 6 on the shaft of the drive motor 3 to transmit power. The guide gear 7 on the transmission cylinder 4 rotates synchronously. Because it is coaxial with the transmission gear 5, the guide gear 7 meshes with the lower surface tooth block of the linkage tooth plate 8 installed on the side surface opening of the support frame 1 through the toothed design of the guide gear 7. When the guide gear 7 rotates, it drives the linkage tooth plate 8 to slide on the support frame 1. The support slider 9 at one end of the linkage tooth plate 8 slides synchronously on the support frame 1 to ensure the stable movement of the linkage tooth plate 8.

[0030] A transmission gear 5 is fixedly connected to one end of the transmission cylinder 4. A linkage gear 6 is fixedly connected to the surface of the shaft of the drive motor 3. A guide gear 7 is fixedly connected to the surface of the transmission cylinder 4. An opening is provided on the side surface of the support frame 1, and a linkage gear plate 8 is installed in the opening on the side surface of the support frame 1. The guide gear 7 is coaxial with the transmission gear 5 and has a missing tooth design. The linkage gear plate 8 is slidably connected to the support frame 1, and a tooth block is provided on the lower surface of the linkage gear plate 8. The linkage gear plate 8 connects with the guide gear 7 through the tooth block. The support slider 9 and the support frame 1 are connected in an interlocking manner. A spring is connected between the limiting baffle 10 and the support frame 1. The pressing link 11 and the limiting baffle 10 are connected in a rotating manner. The limiting baffle 10, which is fixed on the outer surface of the support slider 9, moves with the linkage tooth plate 8. The spring connected between the limiting baffle 10 and the support frame 1 plays a buffering and resetting role. The pressing link 11, which is connected to the outer surface of one end of the limiting baffle 10, can flexibly adjust its angle during the pressing process because it is connected in a rotating manner with the limiting baffle 10.

[0031] One end of the linkage toothed plate 8 is fixedly connected to a support slider 9. A limit baffle 10 is fixedly connected to the outer surface of the support slider 9. A pressing rod 11 is connected to the outer surface of one end of the limit baffle 10. The detection mechanism includes a telescopic cylinder 12. The telescopic cylinder 12 is installed on the inner wall of the opening on the lower surface of the support frame 1. An installation baffle 13 is fixedly connected to the lower surface of the telescopic cylinder 12. An opening is provided on the surface of the installation baffle 13, and a positioning slide column 14 is installed on the inner wall of the opening of the installation baffle 13. A detection pressure plate 15 is fixedly connected to the lower surface of the two positioning slide columns 14. The pressing rod 11 pushes the telescopic cylinder 12 down. The telescopic cylinder 12 is slidably connected to the support frame 1, and its upper end is rotatably connected to the lower end of the pressing rod 11 to ensure stable pressing. The installation baffle 13 fixed on the lower surface of the telescopic cylinder 12 also descends. The installation baffle 13 drives the positioning slide column 14 to descend as well. The detection pressure plate 15 fixed on the lower surface of the positioning slide column 14 then contacts the ground.

[0032] The lower surface of the support frame 1 has an opening, and a detection mechanism is installed on the inner wall of the opening. This mechanism, via a downward pressing rod 11, pushes the telescopic cylinder 12 and the mounting baffle 13 downwards, facilitating the lifting of the detection plate 15 by the ground and causing the positioning slide column 14 to slide upwards. The telescopic cylinder 12 is slidably connected to the support frame 1, and its upper end is rotatably connected to the lower end of the downward pressing rod 11. The mounting baffle 13 is slidably connected to the positioning slide column 14, and a spring connects the mounting baffle 13 and the positioning slide column 14. The two ends of the detection plate 15 are arc-shaped. After the detection plate 15 contacts the ground, different ground compaction levels result in different reaction forces on the detection plate 15. The reaction force on plate 15 causes the positioning slide column 14 to slide upward within the mounting baffle 13. The mounting baffle 13 and the positioning slide column 14 form a sliding connection and are connected by a spring. The spring plays a buffering and stabilizing role, so that the sliding distance of the positioning slide column 14 can reflect the compaction degree of the backfill soil. When the missing tooth part of the guide gear 7 rotates to the position opposite to the linkage tooth plate 8, the linkage tooth plate 8 resets under the action of the spring, driving the lowering connecting rod 11, telescopic cylinder 12, mounting baffle 13, positioning slide column 14 and detection pressure plate 15 to rise and reset, completing one detection cycle. The device moves to the next detection point under the action of the drive roller 2 and repeats the above detection process to realize real-time monitoring of the compaction degree of pipeline backfill soil.

[0033] Working Principle: When using this real-time monitoring device for backfill compaction, the drive motor 3 drives the transmission gear 5 to rotate. The transmission gear 5 drives the linkage gear 6 and the transmission cylinder 4 to rotate, causing the guide gear 7 to rotate synchronously. The guide gear 7 drives the linkage toothed plate 8 to slide on the support frame 1, causing the support slider 9 and the limit baffle 10 to move. This allows the limit baffle 10 to push the downward connecting rod 11, causing the telescopic cylinder 12 and the mounting baffle 13 to descend. The detection pressure plate 15 contacts the ground, and the reaction force on the detection pressure plate 15 causes the positioning slide column 14 to slide within the mounting baffle 13, thus reflecting the compaction degree. When the missing tooth of the guide gear 7 aligns with the linkage toothed plate 8, the linkage toothed plate 8 resets, driving all components to rise, completing one detection cycle. The device repeats this process after moving to a new position, achieving real-time monitoring and increasing overall practicality.

[0034] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A device for real-time monitoring of the compaction degree of backfill soil of a pipeline, comprising a support frame (1) having a driving roller (2) mounted on the surface thereof, characterized in that: The side surface of the support frame (1) is embeddedly provided with a driving motor (3), the output end of the driving motor (3) is fixedly connected with a transmission cylinder (4), one end of the transmission cylinder (4) is fixedly connected with a transmission gear (5), the rotating shaft surface of the driving motor (3) is fixedly connected with a linkage gear (6), the surface of the transmission cylinder (4) is fixedly connected with a guide gear (7), the side surface of the support frame (1) is provided with an opening, and the linkage toothed plate (8) is mounted on the side surface opening of the support frame (1), one end of the linkage toothed plate (8) is fixedly connected with a support sliding block (9), the outer surface of the support sliding block (9) is fixedly connected with a limiting baffle (10), the outer surface of one end of the limiting baffle (10) is connected with a pressing connecting rod (11), the lower surface of the support frame (1) is provided with an opening, and the detection mechanism is mounted on the inner wall of the lower surface opening of the support frame (1), and the detection mechanism is convenient for detecting that the detection pressing plate (15) is lifted by the ground to drive the positioning sliding column (14) to slide up by pushing the telescopic cylinder (12) and the mounting baffle (13) to descend through the pressing connecting rod (11).

2. The pipeline backfill compaction degree real-time monitoring device according to claim 1, characterized in that: The support frame (1) is rotationally connected with the driving roller (2), the transmission cylinder (4) is rotationally connected with the support frame (1), and the transmission gear (5) is meshingly connected with the linkage gear (6).

3. The real-time monitoring device for pipe backfill compaction degree according to claim 1, characterized in that: The guide gear (7) is coaxial with the transmission gear (5), the guide gear (7) is designed to be toothless, the linkage toothed plate (8) is slidingly connected with the support frame (1), the lower surface of the linkage toothed plate (8) is provided with a tooth block, and the linkage toothed plate (8) is meshingly connected with the guide gear (7) through the tooth block.

4. The real-time monitoring device for pipe backfill compaction degree according to claim 1, characterized in that: The support sliding block (9) is slidingly connected with the support frame (1), the limiting baffle (10) is connected with the support frame (1) through a spring, and the pressing connecting rod (11) is rotationally connected with the limiting baffle (10).

5. The real-time monitoring device for pipe backfill compaction degree according to claim 1, characterized in that: The detection mechanism comprises a telescopic cylinder (12), the telescopic cylinder (12) is mounted on the lower surface opening inner wall of the support frame (1), the lower surface of the telescopic cylinder (12) is fixedly connected with a mounting baffle (13), the surface of the mounting baffle (13) is provided with an opening, the inner wall of the opening of the mounting baffle (13) is mounted with a positioning sliding column (14), and the lower surfaces of two positioning sliding columns (14) are fixedly connected with a detection pressing plate (15).

6. The pipeline backfill compaction degree real-time monitoring device according to claim 5, characterized in that: The telescopic cylinder (12) is slidingly connected with the support frame (1), and the upper end of the telescopic cylinder (12) is rotationally connected with the lower end of the pressing connecting rod (11).

7. The real-time monitoring device for pipe backfill compaction degree according to claim 5, characterized in that: The mounting baffle (13) is slidingly connected with the positioning sliding column (14), and the mounting baffle (13) and the positioning sliding column (14) are connected through a spring, and the both ends of the detection pressing plate (15) are arc-shaped.