Embankment slope retaining wall structure

Abstract

The utility model provides an embankment slope retaining wall structure which comprises a wall body, an installation plate is fixedly installed on the rear side of the wall body, a plurality of fixing nails are fixedly installed on the rear side of the installation plate, two L-shaped clamping blocks are fixedly installed on the left side of the wall body, two L-shaped clamping grooves are formed in the right side of the wall body, and the L-shaped clamping blocks are fixedly installed in the L-shaped clamping grooves. The device comprises a mounting plate, four reinforcing assemblies are arranged in the mounting plate, each reinforcing assembly comprises a sleeve, a limiting plate, a threaded rod, a knob and a spiral fixing cone, the four sleeves are fixedly mounted in the mounting plate, the four sleeves are diagonally arranged, and the front sides of the sleeves extend to the front side of the mounting plate. A limiting plate is fixedly installed on the front side of the sleeve, a threaded rod is in threaded connection with the interior of the limiting plate, through the arrangement of the fixing nail, the sleeve, the rotary knob, the threaded rod, a threaded hole and a spiral fixing cone, a wall body can be conveniently reinforced and installed, and therefore the stability of the wall body in the using process is effectively improved.

Description

Technical Field

[0001] The utility model relates to a retaining wall, in particular to a levee slope retaining wall structure, belonging to the technical field of levee slope protection. Background Art

[0002] The embankment slope is a common structural part in water conservancy projects. Its main function is to withstand soil pressure and water pressure to prevent soil erosion and flooding. The stability of the embankment slope is crucial to the safe operation of the entire water conservancy project. The embankment slope is usually composed of earth and stone materials. Its stability is affected by many factors, such as geological conditions, soil properties, hydrogeological conditions, slope height, slope gradient, etc. In order to prevent the embankment slope soil from sliding and collapsing, retaining walls are usually required on the slopes in embankment projects.

[0003] A Chinese patent publication (publication number: CN216304706U) discloses a retaining plate for water conservancy projects, which relates to the technical field of water conservancy projects, including a first retaining plate and a second retaining plate, wherein the first retaining plate is located at one side of the second retaining plate, and one side of the first retaining plate is connected with a connecting groove, and a limiting hole is provided on the outer surface of the connecting groove, and one side of the second retaining plate is connected with a connecting block, and one side of the connecting block is provided with a pulley, wherein the utility model is provided with a connecting groove, a connecting block, a limiting hole, a limiting rod and a pulley, wherein one side of the first retaining plate is connected with a connecting groove, and one side of the second retaining plate is connected with a connecting block, and a pulley is provided on one side of the connecting block, wherein during use, the user firstly pulls out the limiting rod from the inside of the limiting hole, and then gives an upward force to the second retaining plate, and by moving the second retaining plate, the connecting block drives the pulley to slide inside the connecting groove, so that the user can disassemble and install the retaining plate for water conservancy projects conveniently, thereby facilitating the use of the user;

[0004] The retaining plate is convenient for assembly and disassembly by means of the connection blocks, pulleys and connection grooves, but the retaining plate is directly placed on the slope, which results in poor stability during use. Therefore, a embankment slope retaining wall structure is proposed. Utility Model Content

[0005] In view of this, the utility model provides a embankment slope retaining wall structure to solve or alleviate the technical problems existing in the prior art and at least provide a beneficial choice.

[0006] The technical solution of the utility model is implemented as follows: a levee slope retaining wall structure, including a wall body, a mounting plate fixedly installed on the rear side of the wall body, a plurality of fixing nails fixedly installed on the rear side of the mounting plate, two L-shaped blocks fixedly installed on the left side of the wall body, two L-shaped slots are provided on the right side of the wall, four reinforcement components are arranged inside the mounting plate, and the reinforcement components include a sleeve, a limit plate, a threaded rod, a knob and a spiral fixing cone.

[0007] Further preferably, four sleeves are fixedly installed inside the mounting plate, and the four sleeves are diagonally arranged. The front side of the sleeve extends to the front side of the mounting plate, and a limiting plate is fixedly installed on the front side of the sleeve. The internal thread of the limiting plate is connected with a threaded rod, and the rear end of the threaded rod extends to the interior of the sleeve, and a spiral fixing cone is fixedly installed on the rear end of the threaded rod, and the front end of the threaded rod extends to the front side of the limiting plate, and a knob is fixedly installed on the front end of the threaded rod.

[0008] Further preferably, a threaded hole is opened on the front side of the limiting plate, and the threaded hole is threadedly connected to the threaded rod.

[0009] Further preferably, a through hole is opened on the front side of the mounting plate, and the inner wall of the through hole is fixedly connected to the outer side of the sleeve.

[0010] Further preferably, the rear side of the sleeve is inclined.

[0011] Further preferably, the outer side of the L-shaped block is in movably contact with the inner wall of the L-shaped slot.

[0012] The embodiment of the utility model has the following advantages due to the adoption of the above technical solution:

[0013] The utility model provides fixing nails, sleeves, knobs, threaded rods, threaded holes, and spiral fixing cones, and the wall is pressed to drive four sleeves and multiple fixing nails to be inserted into the soil of the slope. The knob is then turned to drive the threaded rod to rotate. Since the threaded rod is threadedly connected to the threaded hole, the spiral fixing cone is driven to rotate and gradually moved out from the inside of the sleeve when the threaded rod rotates, extending the length between the spiral fixing cone and the sleeve, making it easier to reinforce and install the wall, thereby effectively improving the stability of the wall when in use.

[0014] The above summary is for the purpose of description only and is not intended to be limiting in any way. In addition to the illustrative aspects, embodiments and features described above, further aspects, embodiments and features of the utility model will be readily apparent by reference to the accompanying drawings and the following detailed description. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present application. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0016] Figure 1This is the main axonometric structural diagram of the utility model;

[0017] Figure 2 It is a rear axonometric structural diagram of the utility model;

[0018] Figure 3 It is a side view partial section axonometric structure diagram of the utility model;

[0019] Figure 4 For the utility model Figure 3 A magnified structural diagram of part A.

[0020] Figure numerals: 1. wall; 2. mounting plate; 3. L-shaped block; 4. L-shaped slot; 5. reinforcement assembly; 501. sleeve; 502. limit plate; 503. threaded rod; 504. knob; 505. spiral fixing cone; 6. fixing nail; 7. threaded hole; 8. through hole. DETAILED DESCRIPTION

[0021] In the following, only some exemplary embodiments are briefly described. As those skilled in the art will appreciate, the described embodiments may be modified in various ways without departing from the spirit or scope of the present invention. Therefore, the drawings and descriptions are considered to be exemplary and non-restrictive in nature.

[0022] The embodiments of the present utility model are described in detail below with reference to the accompanying drawings.

[0023] like Figure 1-4 As shown, an embodiment of the utility model provides a embankment slope retaining wall structure, including a wall body 1, a mounting plate 2 is fixedly installed on the rear side of the wall body 1, a plurality of fixing nails 6 are fixedly installed on the rear side of the mounting plate 2, two L-shaped blocks 3 are fixedly installed on the left side of the wall body 1, two L-shaped slots 4 are provided on the right side of the wall body 1, four reinforcement components 5 are arranged inside the mounting plate 2, and the reinforcement components 5 include a sleeve 501, a limit plate 502, a threaded rod 503, a knob 504 and a spiral fixing cone 505.

[0024] In one embodiment, four sleeves 501 are fixedly installed inside the mounting plate 2, and the four sleeves 501 are diagonally arranged. The front side of the sleeve 501 extends to the front side of the mounting plate 2, and a limiting plate 502 is fixedly installed on the front side of the sleeve 501. The internal thread of the limiting plate 502 is connected with a threaded rod 503, and the rear end of the threaded rod 503 extends to the inside of the sleeve 501. A spiral fixing cone 505 is fixedly installed on the rear end of the threaded rod 503, and the front end of the threaded rod 503 extends to the front side of the limiting plate 502. A knob 504 is fixedly installed on the front end of the threaded rod 503, and the threaded rod 503 is driven to rotate by turning the knob 504. The threaded rod 503 pushes the spiral fixing cone 505 to rotate and gradually move out from the inside of the sleeve 501. The spiral fixing cone 505 is moved out and inserted into the soil of the slope, thereby improving the stability of the wall 1 during installation.

[0025] In one embodiment, a threaded hole 7 is formed on the front side of the limiting plate 502 , and the threaded hole 7 is threadedly connected to the threaded rod 503 . The threaded hole 7 allows the threaded rod 503 to be threadedly connected to the inside of the limiting plate 502 .

[0026] In one embodiment, a through hole 8 is opened on the front side of the mounting plate 2 , and the inner wall of the through hole 8 is fixedly connected to the outer side of the sleeve 501 , so that the sleeve 501 is installed inside the mounting plate 2 through the opened through hole 8 .

[0027] In one embodiment, the rear side of the sleeve 501 is inclined to facilitate inserting the sleeve 501 into the soil of the slope.

[0028] In one embodiment, the outer side of the L-shaped block 3 is in movable contact with the inner wall of the L-shaped slot 4, so as to facilitate the assembly and connection of multiple walls 1.

[0029] When the utility model is in operation, the mounting plate 2 is placed at a designated position of the slope, and then the mounting plate 2 is pressed, and the mounting plate 2 is fixed on the slope under the setting of multiple fixing nails 6, and the wall 1 is fixed at the same time. Since the rear side of the sleeve 501 is inclined, the four sleeves 501 are also inserted into the soil of the slope while the mounting plate 2 is pressed, and then the four knobs 504 are rotated in sequence, so that the knobs 504 drive the threaded rod 503 to rotate. Since the threaded rod 503 is threadedly connected with the threaded hole 7, the threaded rod 503 rotates at the same time The spiral fixing cone 505 is pushed to move, and the spiral fixing cone 505 moves and gradually moves out from the inside of the sleeve 501. The knob 504 is continued to be turned to insert the spiral fixing cone 505 into the soil of the slope, thereby extending the length between the spiral fixing cone 505 and the sleeve 501. Under the action of the four spiral fixing cones 505 and multiple fixing nails 6, the stability of the wall 1 during use is improved. Subsequently, another wall 1 is pushed to make the L-shaped block 3 fit into the corresponding L-shaped slot 4, thereby completing the assembly of multiple walls 1.

[0030] The above is only a specific implementation of the utility model, but the protection scope of the utility model is not limited thereto. Any technician familiar with the technical field can easily think of various changes or substitutions within the technical scope disclosed by the utility model, which should be included in the protection scope of the utility model. Therefore, the protection scope of the utility model should be based on the protection scope of the claims.

Claims

1. A levee slope retaining wall structure, characterized in that: The invention comprises a wall (1), a mounting plate (2) is fixedly mounted on the rear side of the wall (1), a plurality of fixing nails (6) are fixedly mounted on the rear side of the mounting plate (2), two L-shaped clamping blocks (3) are fixedly mounted on the left side of the wall (1), two L-shaped clamping grooves (4) are provided on the right side of the wall (1), four reinforcement components (5) are arranged inside the mounting plate (2), and the reinforcement components (5) comprise a sleeve (501), a limit plate (502), a threaded rod (503), a knob (504) and a spiral fixing cone (505).

2. The embankment slope retaining wall structure according to claim 1, characterized in that: Four sleeves (501) are fixedly installed inside the mounting plate (2), and the four sleeves (501) are arranged diagonally. The front side of the sleeve (501) extends to the front side of the mounting plate (2), and a limiting plate (502) is fixedly installed on the front side of the sleeve (501). The internal thread of the limiting plate (502) is connected with a threaded rod (503), and the rear end of the threaded rod (503) extends to the inside of the sleeve (501). A spiral fixing cone (505) is fixedly installed on the rear end of the threaded rod (503), and the front end of the threaded rod (503) extends to the front side of the limiting plate (502), and a knob (504) is fixedly installed on the front end of the threaded rod (503).

3. The embankment slope retaining wall structure according to claim 1, characterized in that: A threaded hole (7) is provided on the front side of the limiting plate (502), and the threaded hole (7) is threadedly connected to the threaded rod (503).

4. The embankment slope retaining wall structure according to claim 1, characterized in that: A through hole (8) is provided on the front side of the mounting plate (2), and the inner wall of the through hole (8) is fixedly connected to the outer side of the sleeve (501).

5. The embankment slope retaining wall structure according to claim 1, characterized in that: The rear side of the sleeve (501) is arranged to be inclined.

6. The embankment slope retaining wall structure according to claim 1, characterized in that: The outer side of the L-shaped clamping block (3) is in active contact with the inner wall of the L-shaped clamping groove (4).

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