A geomembrane laying auxiliary device used in conjunction with a backhoe excavator

By designing a geomembrane laying auxiliary device for use with a backhoe excavator, the rapid and accurate laying of geomembrane is achieved using winches and fixed pins, the problem of low efficiency in geomembrane laying in medium and large earth and rock dams is solved, and the construction speed and safety are improved.

CN222715904UActive Publication Date: 2025-04-04CHINA GEZHOUBA GRP INT ENG
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Patent Information

Application Number
CN202421495419.4
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-06-27
Publication Date
2025-04-04
Estimated Expiration
2034-06-27

AI Technical Summary

Technical Problem

The efficiency of laying geomembranes in medium and large earth and rock dams is low.

Method used

Design a geomembrane laying auxiliary device for use with a backhoe excavator, including a connecting frame, a hoist and a removable fixed pin. Through the cooperation of the hoist and the fixed pin, the geomembrane rolls can be quickly and accurately hoisted and sloped laying.

Benefits of technology

Through mechanized paving methods, the construction speed, safety and reliability of geomembrane paving are improved, the number of labor is reduced, the excavator moves more flexible, and the bend lifting and lowering adjustment is faster.

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Abstract

The utility model discloses a geomembrane laying auxiliary device used in conjunction with a backhoe excavator, comprising a connecting frame, a hoist installed on the connecting frame, and a detachable fixing pin arranged at the top of the connecting frame, the hoist and the fixing pin are respectively located on both sides of the connecting frame, the outer diameter of the fixing pin is equal to the outer diameter of the excavator bucket steel pin, the bottom of the connecting frame is a rectangular frame structure, a reinforcing plate structure is arranged in the middle of the connecting frame, and the fixing pins are arranged in pairs and are located at the same height. The effect of improving the efficiency of dam body geomembrane laying and reducing the labor cost of laying is produced.
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Description

Technical Field

[0001] The utility model relates to the technical field of geomembrane laying equipment for earth-rock dams, in particular to a geomembrane laying auxiliary device used in conjunction with a backhoe excavator. Background Art

[0002] Generally speaking, when laying geomembranes on small earth-rock dams or cofferdams, manual laying is mostly done on the slope of the dam body. However, when laying geomembranes on medium-sized and larger earth-rock dams, due to the high dam body and large geomembrane paving area, manual laying is difficult, labor-intensive and inefficient. Summary of the invention

[0003] The technical problem to be solved by the utility model is that the efficiency of laying geomembranes in medium and large earth-rock dams is low.

[0004] In order to solve the above technical problems, the technical solution adopted by the utility model is: a geomembrane laying auxiliary device used in conjunction with a backhoe excavator, including a connecting frame and a winch installed on the connecting frame and a detachable fixing pin arranged on the top of the connecting frame, the winch and the fixing pin are respectively located on both sides of the connecting frame, the outer diameter of the fixing pin is equal to the outer diameter of the excavator bucket steel pin, the bottom of the connecting frame is a rectangular frame structure, a reinforcing plate structure is provided in the middle of the connecting frame, and the fixing pins are arranged in pairs and are located at the same height.

[0005] Preferably, the connecting frame includes a connecting beam, a bottom beam horizontally and vertically fixedly connected to both ends of the connecting beam, and a column vertically fixed to the end of the bottom beam. The mounting seat of the winch is connected to the bottom beam by fixing bolts, and the mounting frame of the fixing pin is horizontally fixed to the top of the column.

[0006] Preferably, a limiting upright pole is vertically fixedly provided at one end of the bottom beam away from the upright column.

[0007] Preferably, the reinforcing plate structure is a triangular rib plate vertically fixedly connected between the column and the bottom beam.

[0008] Preferably, the mounting frame includes a steel support plate horizontally fixed to the top of the column, a positioning steel plate vertically fixed to both ends of the steel support plate, a fixing pin reinforcement steel plate connected between the two positioning steel plates, and a top plate connecting the top of the positioning steel plate and the top of the fixing pin reinforcement steel plate, the two fixing pins are respectively located on both sides of the fixing pin reinforcement steel plate, and the top plate is located at both ends of the fixing pin reinforcement steel plate.

[0009] Preferably, a transverse plate is connected between the opposite ends of the two positioning steel plates.

[0010] 1. The utility model provides a geomembrane laying auxiliary device used in conjunction with a backhoe excavator. After the winch is installed on the auxiliary device, the excavator is controlled to flexibly change the spatial position of the winch, so that the geomembrane roll can be quickly and accurately hoisted into place on the dam top, and the geomembrane roll is laid on the slope of the dam body along the slope by pulling the trolley by the winch; the geomembrane roll is laid mechanically, the construction is fast, safe and reliable, and the number of manpower required is small; compared with the vehicle-mounted crane, the movement of the excavator is more flexible, and the bending and lifting adjustment of the bucket arm is faster.

[0011] 2. The bucket arm of the excavator can lay the auxiliary device flat on the ground and control the speed of the trolley through the winch.

[0012] 3. By setting a fixing pin, it is convenient to connect the auxiliary device to the excavator bucket arm.

[0013] 4. The fixing pins and auxiliary device columns are firmly welded together through horizontally and vertically arranged steel plates and connecting plates, ensuring the overall reliability of the auxiliary device.

[0014] 5. The limit rod welded at the front end of the bottom beam serves as a limit safety device to prevent the winch from slipping; it can also prevent the winch from being damaged by impact during transportation. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] The utility model is further described below in conjunction with the accompanying drawings and embodiments:

[0016] Figure 1 It is an overall three-dimensional structural diagram of an embodiment of the utility model.

[0017] Figure 2 It is a side view of an embodiment of the utility model.

[0018] In the figure: 1. bottom beam; 2. column; 3. connecting beam; 4. fixing pin; 5. winch; 6. limit pole; 7. rib plate; 8. fixing bolt; 9. reinforcement steel plate; 10. steel support plate; 11. positioning steel plate; 12. fixing pin reinforcement steel plate; 13. cross plate; 14. top plate. DETAILED DESCRIPTION

[0019] like Figure 1 and Figure 2 The utility model discloses a geomembrane laying auxiliary device used in conjunction with a backhoe excavator, comprising a connecting frame, a hoist 5 installed on the connecting frame, and a detachable fixing pin 4 arranged at the top of the connecting frame, the hoist 5 and the fixing pin 4 are respectively located on both sides of the connecting frame, the outer diameter of the fixing pin 4 is equal to the outer diameter of the steel pin of the excavator bucket, the bottom of the connecting frame is a rectangular frame structure, a reinforcing plate structure is arranged in the middle of the connecting frame, and the fixing pins 4 are arranged in pairs and are located at the same height.

[0020] After removing the backhoe bucket, the connecting frame is installed on the bucket arm of the excavator through the fixing pin 4, and then the winch 5 is installed on the connecting frame. The winch 5 is driven by the excavator to move, and the winch is transported to the dam body. After the geomembrane roll is hoisted into place by the winch, the geotextile roll is installed on the trolley, and then the trolley is connected with the hook of the winch 5. The trolley is pulled by the steel cable to lay the geomembrane roll on the slope of the dam body.

[0021] like Figure 1 and Figure 2 The connecting frame includes a connecting beam 3, a bottom beam 1 horizontally and vertically fixedly connected to both ends of the connecting beam 3, and a column 2 vertically fixed to the end of the bottom beam 1. The mounting seat of the hoist 5 is connected to the bottom beam 1 through a fixing bolt 8, and the mounting frame of the fixing pin 4 is horizontally fixed to the top of the column 2. The fixing bolt 8 is an M20 high-strength bolt, and is drilled and installed on the bottom beam 1 according to the size of the hoist 5.

[0022] A mounting seat for the winch 5 is fixedly installed on the bottom beam 1, and the winch 5 is supported by two mounting seats. A supporting hole for supporting the winch 5 is provided at the top of the mounting seat and is locked by a locking pin; the connecting beam 3 and the bottom beam 1 at the bottom of the connecting frame are used to carry the fixing pin 4 and the winch 5.

[0023] like Figure 1 and Figure 2 As shown. A limit rod 6 is vertically fixed at one end of the bottom beam 1 away from the column 2. The limit rod 6 is installed to prevent the winch 5 from being damaged by expansion during the movement of the auxiliary device. At the same time, the two limit rods 6 can effectively prevent the winch 5 from slipping during the use of the winch 5. A reinforcing steel plate 9 is also connected between the limit rod 6 and the bottom beam 1, and the reinforcing steel plate 9 is used as a reinforcing rib.

[0024] like Figure 1 and Figure 2 The reinforcing plate structure is a triangular rib plate 7 vertically fixedly connected between the column 2 and the bottom beam 1. The fixing pin 4 and the hoist 5 are respectively installed at both ends of the bottom beam 1, and the connection strength between the column 2 and the bottom beam 1 is enhanced by setting the rib plate 7.

[0025] like Figure 1 and Figure 2 The mounting frame includes a steel support plate 10 horizontally fixed to the top of the column 2, a positioning steel plate 11 vertically fixed to both ends of the steel support plate 10, a fixing pin reinforcement steel plate 12 connected between the two positioning steel plates 11, and a top plate 14 connecting the top of the positioning steel plate 11 and the top of the fixing pin reinforcement steel plate 12, the two fixing pins 4 are respectively located on both sides of the fixing pin reinforcement steel plate 12, and the top plate 14 is located at both ends of the fixing pin reinforcement steel plate 12.

[0026] The fixing pin 4 adopts the original bucket steel pin of the excavator, and the installation spacing is determined according to the size of the excavator arm. The steel support plate 10, the positioning steel plate 11, the fixing pin reinforcement steel plate 12, the cross plate 13 and the top plate 14 are made of 22mm thick steel plates.

[0027] like Figure 1 and Figure 2 As shown, in order to further improve the installation strength of the fixing pin 4, a transverse plate 13 is connected between the opposite ends of the two positioning steel plates 11.

Claims

1. A geomembrane laying auxiliary device used in conjunction with a backhoe excavator, characterized in that: The invention comprises a connecting frame, a hoist (5) mounted on the connecting frame, and a detachable fixing pin (4) arranged at the top of the connecting frame. The hoist (5) and the fixing pin (4) are respectively located on both sides of the connecting frame. The outer diameter of the fixing pin (4) is equal to the outer diameter of the steel pin of the excavator bucket. The bottom of the connecting frame is a rectangular frame structure. A reinforcing plate structure is arranged in the middle of the connecting frame. The fixing pins (4) are arranged in pairs and are located at the same height.

2. A geomembrane laying auxiliary device for use with a backhoe excavator as claimed in claim 1, characterized in that: The connecting frame comprises a connecting beam (3), a bottom beam (1) horizontally and vertically fixedly connected to both ends of the connecting beam (3), and a column (2) vertically fixed to the end of the bottom beam (1); the mounting seat of the winch (5) is connected to the bottom beam (1) via fixing bolts (8); and the mounting frame of the fixing pin (4) is horizontally fixed to the top of the column (2).

3. A geomembrane laying auxiliary device for use with a backhoe excavator as claimed in claim 2, characterized in that: A limiting upright pole (6) is vertically fixedly disposed at one end of the bottom beam (1) away from the upright column (2).

4. The geomembrane laying auxiliary device used in conjunction with a backhoe excavator as claimed in claim 2, characterized in that: The reinforcing plate structure is a triangular rib plate (7) vertically fixedly connected between the upright column (2) and the bottom beam (1).

5. The geomembrane laying auxiliary device used in conjunction with a backhoe excavator as claimed in claim 2, characterized in that: The mounting frame comprises a steel support plate (10) horizontally fixed to the top of the column (2), a positioning steel plate (11) vertically fixed to both ends of the steel support plate (10), a fixing pin reinforcement steel plate (12) connected between the two positioning steel plates (11), and a top plate (14) connecting the top of the positioning steel plate (11) and the top of the fixing pin reinforcement steel plate (12), the two fixing pins (4) are respectively located on both sides of the fixing pin reinforcement steel plate (12), and the top plate (14) is located at both ends of the fixing pin reinforcement steel plate (12).

6. The geomembrane laying auxiliary device used in conjunction with a backhoe excavator as claimed in claim 5, characterized in that: A transverse plate (13) is connected between the opposite ends of the two positioning steel plates (11).