Pipeline backfill construction tamping device

By designing a pipeline backfill soil construction compaction device including the main frame, a vibration motor and a compaction mechanism with adjustable distance, the problem of poor compaction effect in the prior art is solved, efficient and simple backfill soil compaction is achieved, and compactness and stability are ensured.

CN223135155UActive Publication Date: 2025-07-22GUANGDONG NO 2 CONSTR ENG CO LTD
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Patent Information

Application Number
CN202422400846.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-09-30
Publication Date
2025-07-22
Estimated Expiration
2034-09-30

AI Technical Summary

Technical Problem

In the prior art, the compaction effect of pipeline backfill soil is poor and time-consuming and labor-consuming, making it difficult to meet construction requirements.

Method used

A pipeline backfill soil construction compaction device including the main frame, a vibrating motor and a compacting mechanism with adjustable distance is designed, and the backfill soil is effectively compacted by the translation adjustment mechanism and the vibrating motor drive compaction mechanism.

Benefits of technology

It realizes efficient compaction of backfill soil, ensures the density and stability of backfill soil in the pipeline, is easy to operate, and improves construction efficiency.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to a tamping device for pipeline backfill soil construction. The tamping device is characterized by comprising a main frame body, a vibration motor, two tamping mechanisms for compacting backfill soil, and a translation adjusting mechanism for adjusting the distance between the two tamping mechanisms, the translation adjusting mechanism is arranged on the main frame body, and the two tamping mechanisms are mounted at the power output end of the translation adjusting mechanism; and the vibration motor is arranged on the main frame body. According to the tamping device for pipeline backfill soil construction, backfill soil can be effectively tamped, and the compactness and stability of the pipeline backfill soil are ensured.
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Description

Technical Field

[0001] The utility model relates to the technical field of construction equipment, in particular to a compaction device for pipeline backfill construction. Background Art

[0002] In pipeline construction projects, after the pipeline laying operation is completed, the excavated soil needs to be backfilled into the pipeline trench to make the compactness and stability of the backfill meet the construction requirements. After backfilling the soil, generally, the backfill needs to be compacted and its surface made flat. At present, when compacting the backfill, construction workers usually only use tools to pat the soil, which is not only time-consuming and laborious, but also the compaction effect of the backfill is relatively poor. Summary of the Invention

[0003] The problem to be solved by the utility model is to provide a compaction device for pipeline backfill construction, which can effectively compact the backfill and ensure the compactness and stability of the pipeline backfill. The technical scheme adopted is as follows:

[0004] A compaction device for pipeline backfill construction, characterized in that: it includes a main frame body, a vibration motor, two compaction mechanisms for compacting the backfill, and a translation adjustment mechanism for adjusting the distance between the two compaction mechanisms; the translation adjustment mechanism is arranged on the main frame body, and the two compaction mechanisms are installed on the power output end of the translation adjustment mechanism; the vibration motor is arranged on the main frame body.

[0005] During use, after the construction workers complete the pipeline laying operation and backfill the soil into the pipeline trench, they adjust the distance between the two compaction mechanisms through the translation adjustment mechanism, and then drive the two compaction mechanisms to vibrate simultaneously through the vibration motor, so that the compaction mechanisms compact the backfill.

[0006] As a preferred scheme of the utility model, the translation adjustment mechanism includes a driving motor and a lead screw. The driving motor is arranged on the main frame body, the lead screw is rotatably installed on the main frame body in the horizontal direction, and one end of the lead screw is in transmission connection with the output shaft of the driving motor; a guide rail parallel to the lead screw is arranged on the main frame body, and the lead screw is provided with a positive thread section and a reverse thread section; the two compaction mechanisms are respectively threadedly connected to the positive thread section and the reverse thread section of the lead screw and can translate along the guide rail. When it is necessary to adjust the distance between the two compaction mechanisms, the driving motor is started to rotate the lead screw, so that the two compaction mechanisms respectively located on the positive thread section and the reverse thread section move towards or away from each other along the guide rail.

[0007] As a further preferred solution of the present utility model, the ramming mechanism includes a moving seat, a connecting plate and a pressing plate. A threaded hole matching the threaded section of the lead screw is provided on the moving seat. The moving seat is threadedly connected to the corresponding positive threaded section or reverse threaded section on the lead screw through the threaded hole, and the moving seat is slidably matched with the guide rail. The upper end of the connecting plate is connected to the moving seat, and the pressing plate is horizontally arranged at the lower end of the connecting plate. During use, the two pressing plates are respectively attached to the surfaces of the backfill soil on both sides of the pipeline. Driven by the vibration motor, the two pressing plates vibrate simultaneously to vibrate and compact the surfaces of the backfill soil on both sides of the pipeline.

[0008] In order to enable the pressing plate to fit the surfaces of the backfill soil at different heights, as a preferred solution of the present utility model, a height adjustment mechanism is further provided on the main frame body.

[0009] As a further preferred solution of the present utility model, the height adjustment mechanism includes two fixing frames, and the upper parts of the two fixing frames are respectively connected to the left and right sides of the main frame body. Slots are respectively provided on the front and rear sides of the fixing frame, and a support plate that slides up and down is installed in the slots.

[0010] As a further preferred solution of the present utility model, threaded holes communicating with the slots are provided on the fixing frames, at least one threaded hole corresponds to each slot, and limit bolts are installed in the threaded holes. The end of the limit bolt is in close contact with the surface of the support plate. After adjusting the height position of the support plate in the slot, lock the limit bolt to adjust the installation height of the pressing plate on the fixing frame.

[0011] In order to facilitate the movement of the device, as a further preferred solution of the present utility model, universal wheels are provided at the lower end of the support plate.

[0012] In order to facilitate the handling and moving operation of the device, as a preferred solution of the present utility model, a fixing ring is provided in the middle of the main frame body. A pulling rope is connected to the fixing ring. One end of the pulling rope is connected to the fixing ring, and the other end of the pulling rope is connected to a pulling ring. Buckle one end of the pulling rope on the fixing ring, and the entire device can be pulled through the pulling ring at the other end of the pulling rope. One end of the pulling rope can be connected to the fixing ring through a climbing buckle.

[0013] Compared with the prior art, the present utility model has the following advantages:

[0014] The pipeline backfill soil construction ramming device of the present utility model adjusts the distance between the two ramming mechanisms through the translation adjustment mechanism, and then drives the two ramming mechanisms to vibrate simultaneously through the vibration motor, so that the ramming mechanism compacts the backfill soil. It is not only convenient to operate, but also can effectively ram the backfill soil. The ramming area and effect are relatively good, ensuring the density and stability of the pipeline backfill soil. Description of the Drawings

[0015] Figure 1The structural schematic diagram of the preferred embodiment of the present utility model;

[0016] Figure 2 is Figure 1 the top view of;

[0017] Figure 3 is Figure 2 the sectional view along A-A in;

[0018] Among them, each label is: 1 - main frame body, 101 - guide rail, 102 - fixing ring, 2 - vibration motor; 3 - ramming mechanism, 301 - moving seat, 302 - connecting plate, 303 - pressing plate; 4 - translation adjustment mechanism, 401 - driving motor, 402 - lead screw; 5 - height adjustment mechanism, 501 - fixing frame, 502 - support plate, 503 - universal wheel, 504 - limit bolt; 6 - pull rope, 601 - climbing buckle, 602 - pull ring. Specific embodiments

[0019] The following further describes in conjunction with the accompanying drawings and the preferred embodiments of the present utility model.

[0020] As Figures 1 to 3 shown, a ramming device for pipeline backfill construction includes a main frame body 1, a vibration motor 2, two ramming mechanisms 3 for compacting backfill soil, and a translation adjustment mechanism 4 for adjusting the distance between the two ramming mechanisms 3; the vibration motor 2 is arranged on the main frame body 1; the translation adjustment mechanism 4 includes a driving motor 401 and a lead screw 402, the driving motor 401 is arranged on the main frame body 1, the lead screw 402 is rotatably installed on the main frame body 1 in the horizontal direction, and one end of the lead screw 402 is in transmission connection with the output shaft of the driving motor 401; a guide rail 101 parallel to the lead screw 402 is arranged on the main frame body 1, the lead screw 402 is provided with a positive thread section and a reverse thread section, and the two ramming mechanisms 3 are respectively threadedly connected to the positive thread section and the reverse thread section of the lead screw 402 and can translate along the guide rail 101; the ramming mechanism 3 includes a moving seat 301, a connecting plate 302 and a pressing plate 303, a threaded hole (omitted and not labeled in the figure) matching the threaded section of the lead screw 402 is arranged on the moving seat 301, the moving seat 301 is threadedly connected to the corresponding positive thread section or reverse thread section on the lead screw 402 through the threaded hole, and the moving seat 301 is in sliding fit with the guide rail 101; the upper end of the connecting plate 302 is connected to the moving seat 301, and the pressing plate 303 is horizontally arranged at the lower end of the connecting plate 302.

[0021] During use, after the construction workers complete the pipeline layout operation and backfill the soil into the pipeline trench, they adjust the distance between the two ramming mechanisms 3 through the translation adjustment mechanism 4. The two pressing plates 303 are respectively attached to the surfaces of the backfill soil on both sides of the pipeline. Then, the vibration motor 2 is used to drive the two pressing plates 303 to vibrate simultaneously, so as to vibrate and compact the surfaces of the backfill soil on both sides of the pipeline. During adjustment, the driving motor 401 is started to rotate the lead screw 402, so that the two ramming mechanisms 3 located on the positive thread section and the reverse thread section respectively move towards or away from each other along the guide rail 101, and the distance between the two ramming mechanisms 3 can be adjusted. It is not only convenient to operate, but also can effectively ram the backfill soil, with better ramming area and effect, ensuring the density and stability of the pipeline backfill soil.

[0022] In order to enable the pressing plate 303 to fit the surfaces of backfill soil at different heights, a height adjustment mechanism 5 is also provided on the main frame body 1, as Figures 1 to 3 shown. The height adjustment mechanism 5 includes two fixing frames 501, and the upper parts of the two fixing frames 501 are respectively connected to the left and right sides of the main frame body 1; slots (not marked in the figure as blocked by the support plate 502) are respectively provided on the front and rear sides of the fixing frame 501, and a support plate 502 that slides up and down is installed in the slots; a universal wheel 503 is provided at the lower end of the support plate 502 to facilitate the movement of the device; screw holes (not marked in the figure as blocked by the limit bolt 504) communicating with the slots are provided on the fixing frame 501, at least one screw hole corresponds to each slot, and a limit bolt 504 is installed in the screw hole. The end of the limit bolt 504 is in close contact with the surface of the support plate 502. After adjusting the height position of the support plate 502 in the slot, the limit bolt 504 is locked, so as to adjust the installation height of the pressing plate 303 on the fixing frame 501.

[0023] As Figure 1 and Figure 2 shown, in order to facilitate the handling and moving operation of the device, a fixing ring 102 is also provided in the middle of the main frame body 1. The fixing ring 102 is connected with a pulling rope 6. One end of the pulling rope 6 is connected to the fixing ring 102 through a climbing buckle 601, and the other end of the pulling rope 6 is connected with a pulling ring 602. The whole device can be moved by pulling the pulling ring 602 at the other end of the pulling rope 6.

[0024] In addition, it should be noted that for the specific embodiments described in this specification, the names of their respective parts and the like can be different. Any equivalent or simple changes made according to the structure, features and principles described in the inventive concept of the utility model patent are included in the protection scope of the utility model patent. Those skilled in the technical field to which the utility model belongs can make various modifications or supplements to the described specific embodiments or use similar methods for substitution, as long as they do not deviate from the structure of the utility model or exceed the scope defined by this claim book, they should all belong to the protection scope of the utility model.

Claims

1. A compaction device for pipeline backfill construction, characterized in that: It includes a main frame body, a vibration motor, two tamping mechanisms for compacting backfill soil, and a translation adjustment mechanism for adjusting the distance between the two tamping mechanisms; the translation adjustment mechanism is arranged on the main frame body, and the two tamping mechanisms are installed on the power output end of the translation adjustment mechanism; the vibration motor is arranged on the main frame body.

2. The pipe backfill soil construction compaction device according to claim 1, wherein: The translation adjustment mechanism includes a driving motor and a lead screw. The driving motor is arranged on the main frame body. The lead screw is rotatably installed on the main frame body in the horizontal direction, and one end of the lead screw is in transmission connection with the output shaft of the driving motor; a guide rail parallel to the lead screw is provided on the main frame body. The lead screw is provided with a right-handed thread section and a left-handed thread section; the two tamping mechanisms are respectively threadedly connected to the right-handed thread section and the left-handed thread section of the lead screw and can translate along the guide rail.

3. The pipe backfill compaction device according to claim 2, characterized in that: The tamping mechanism includes a moving seat, a connecting plate and a pressing plate. A screw hole matching the thread section of the lead screw is provided on the moving seat. The moving seat is threadedly connected to the corresponding right-handed thread section or left-handed thread section on the lead screw through the screw hole, and the moving seat is slidably matched with the guide rail; the upper end of the connecting plate is connected to the moving seat, and the pressing plate is horizontally arranged at the lower end of the connecting plate.

4. The pipe backfill compaction device according to any one of claims 1 to 3, characterized in that: A height adjustment mechanism is further provided on the main frame body.

5. The pipe backfill compaction device according to claim 4, characterized in that: The height adjustment mechanism includes two fixed frames, and the upper parts of the two fixed frames are respectively connected to the left and right sides of the main frame body; slots are respectively provided on the front and rear sides of the fixed frame, and a support plate that slides up and down is installed in the slots.

6. The compaction device for pipeline backfill soil construction according to claim 5, characterized in that: The fixed frame is provided with screw holes communicating with the slots. Each slot corresponds to at least one screw hole, and a limit bolt is installed in the screw hole. The end of the limit bolt is in close contact with the surface of the support plate.

7. The compaction device for pipeline backfill construction according to claim 5, characterized in that: Universal wheels are provided at the lower end of the support plate.

8. The compaction device for pipeline backfill construction according to any one of claims 1 to 3, characterized in that: A fixed ring is provided in the middle of the main frame body. A pull rope is connected to the fixed ring. One end of the pull rope is connected to the fixed ring, and the other end of the pull rope is connected to a pull ring.