Anchor cable and gabion retaining wall combined slope supporting structure

Abstract

The utility model discloses an anchor cable and gabion retaining wall combined slope supporting structure, and particularly relates to the technical field of slope supporting structures, a second anchor cable is provided with reinforcing ribs, and a ramp is provided with a plurality of pouring holes arranged in a linear array. According to the side slope supporting structure combined by the anchor cables and the gabion retaining walls, the grid box is fixed to the ramp through the multiple vertical rods and the multiple transverse rods on the ramp, the first anchor cables are fixed to the multiple transverse rods and the multiple vertical rods, the grid box is fixed to the ramp, the second anchor cables are fixed to the ramp, and therefore the slope supporting structure combined by the anchor cables and the gabion retaining walls is formed. A plurality of cross rods and a plurality of vertical rods are fixed, meanwhile, the grid box is fixed to the ramp, the interior of the ramp is connected with the second anchor cables through reinforcing ribs on the second anchor cables, fixing is achieved, and the connection positions of the interior of the ramp and the reinforcing ribs are fixed through pouring holes in the ramp; therefore, the plurality of vertical rods and the plurality of transverse rods are fixed on the ramp.

Description

Technical Field

[0001] The utility model relates to the technical field of slope supporting structures, in particular to a slope supporting structure composed of an anchor cable and a gabion retaining wall. Background Art

[0002] Slope support structures are designed to support, reinforce, and protect slopes to ensure the safety of the slope and its surrounding environment. These measures include various types, such as gravity retaining walls, buttress retaining walls, cantilever retaining walls, plate-rib or lattice anchor retaining walls, pile anchor retaining walls, shotcrete anchoring, and grade method.

[0003] According to the disclosure (announcement) number: CN212688984U, the disclosure (announcement) date: 2021-03-12, a slope support structure is disclosed, including a base plate, a vertical wall, a bulldozer box, a front plate, a steel anchor rod, a threaded barrel, a screw rod, an adjusting wheel, a movable base, a slot, a connecting rod, a support leg, and a buffer spring. The base plate is rectangular, and the left end of the base plate is hinged with the vertical wall, and the right side surface of the upper part of the vertical wall is rotatably connected to the upper end of the threaded barrel, and the lower end of the threaded barrel is threadedly connected to the screw rod, and the lower end of the screw rod is rotatably connected to the movable base by a bearing, and the movable base is rotatably connected to the base plate. The other side of the vertical wall is fixedly connected to the steel anchor rod, and the side of the steel anchor rod away from the vertical wall is fixedly connected to the front plate, and the outside of the front plate is provided with a bulldozer box, which is a box body with an opening on one side, and one end of a plurality of buffer springs is fixedly connected to the side of the front plate away from the steel anchor rod, and the other end of the buffer spring passes through the opening of the bulldozer box and is connected to the inner wall of the bulldozer box opposite to the front plate.

[0004] It is known from the above patents and prior art that the slope structure is fixed on the slope surface using anchor cables and gabion boxes, and then the slope is protected. However, if the slope is made of soft soil, the anchor cables will not be secure enough, making it impossible for the anchor cables to fix the gabion boxes on the slope. Utility Model Content

[0005] The utility model aims to provide a slope support structure composed of an anchor cable and a gabion retaining wall, which enables the gabion box to be fixed on a slope of soft soil.

[0006] In order to achieve the above-mentioned purpose, the utility model provides the following technical solution: a slope support structure composed of anchor cables and gabion retaining walls, comprising a ramp, wherein the ramp is provided with a plurality of vertical rods arranged in a linear array, the ramp is provided with a plurality of horizontal rods arranged in a linear array, a first anchor cable is provided on the plurality of vertical rods and the plurality of horizontal rods, a connecting piece is provided on the first anchor cable, a second anchor cable is provided on the other end of the connecting piece, a reinforcing rib is provided on the second anchor cable, and a plurality of casting holes arranged in a linear array are opened on the ramp.

[0007] Preferably, a baffle is provided on the ramp, a guide plate is provided on the baffle, a plurality of guide grooves arranged in a linear array are opened on the baffle, and the guide grooves are connected to the guide plate.

[0008] Preferably, connecting columns are provided on the plurality of vertical rods and the plurality of horizontal rods.

[0009] Preferably, a plurality of fixing cavities arranged in a linear array are provided on the ramp, and the fixing cavities are provided at the bottom of the reinforcing ribs.

[0010] Preferably, a casting trough is provided on the ramp, and the fixed cavity is communicated with the casting trough.

[0011] In the above technical solution, the utility model provides a slope support structure composed of anchor cables and gabion retaining walls, which has the following beneficial effects: the grid box is fixed to the ramp by multiple vertical bars and multiple horizontal bars on the ramp, the first anchor cable is fixed to multiple horizontal bars and multiple vertical bars, and the grid box is fixed to the ramp, and the second anchor cable is fixed to the ramp, so that the multiple horizontal bars and multiple vertical bars are fixed while the grid box is fixed to the ramp, the reinforcement ribs on the second anchor cable are used to connect the inside of the ramp with the second anchor cable, and thus fix them, and the casting holes on the ramp are used to fix the connection between the inside of the ramp and the reinforcement ribs, so that the multiple vertical bars and multiple horizontal bars are fixed to the ramp. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the following briefly introduces the drawings required for use in the embodiments. Obviously, the drawings described below are only some embodiments recorded in the present invention. For ordinary technicians in this field, other drawings can also be obtained based on these drawings.

[0013] Figure 1 A schematic diagram of the overall structure provided for an embodiment of the present utility model;

[0014] Figure 2 This is a schematic cross-sectional view of an embodiment of the present invention.

[0015] Description of reference numerals:

[0016] 1. Ramp; 10. Fixed cavity; 100. Connecting column; 11. Casting hole; 12. Baffle; 13. Guide trough; 14. Guide plate; 15. Vertical rod; 16. Horizontal rod; 17. Flow hole; 18. First anchor cable; 19. Connecting piece; 20. Second anchor cable; 21. Reinforcement rib; 22. Casting trough. DETAILED DESCRIPTION

[0017] In order to enable those skilled in the art to better understand the technical solution of the present invention, the present invention will be further described in detail below with reference to the accompanying drawings.

[0018] like Figure 1-2 As shown, a slope support structure composed of anchor cables and gabion retaining walls includes a ramp 1, on which a plurality of vertical rods 15 arranged in a linear array are provided, and a plurality of horizontal rods 16 arranged in a linear array are provided on the ramp 1, a first anchor cable 18 is provided on the plurality of vertical rods 15 and the plurality of horizontal rods 16, a connecting member 19 is provided on the first anchor cable 18, a second anchor cable 20 is provided on the other end of the connecting member 19, and a reinforcing rib 21 is provided on the second anchor cable 20, and a plurality of casting holes 11 arranged in a linear array are opened on the ramp 1.

[0019] Specifically, when in use, first insert multiple reinforcing bars 21 into the ramp 1, then fix the second anchor cable 20 at the inclined surface of the ramp 1, and then fix the second anchor cable 20 and the inclined surface of the ramp 1, and then fix the connecting piece 19 on the second anchor cable 20, and then fix multiple cross bars 16 and multiple vertical bars 15 on the ramp 1, and fix them to the bottom of the second anchor cable 20. At the same time, the connecting piece 19 passes through the multiple cross bars 16 and multiple vertical bars 15 and places the grid box on the multiple cross bars 16 and multiple vertical bars 15. After the fixation is completed, another set of multiple vertical bars 15 and multiple cross bars 16 are fixed to the grid box, and then the casting hole 11 is cast to connect the connection between the reinforcing bars 21 and the ramp 1 to complete the fixation.

[0020] In the above scheme, the grid box is fixed on the ramp 1 by means of multiple vertical rods 15 and multiple horizontal rods 16 on the ramp 1, the first anchor cable 18 is fixed to the multiple horizontal rods 16 and multiple vertical rods 15, and the grid box is fixed on the ramp 1, and the second anchor cable 20 is fixed to the ramp 1, so that the multiple horizontal rods 16 and multiple vertical rods 15 are fixed while the grid box is fixed on the ramp 1, the reinforcement ribs 21 on the second anchor cable 20 are used to connect the inside of the ramp 1 and the second anchor cable 20, so as to fix them, and the casting holes 11 on the ramp 1 are used to fix the connection between the inside of the ramp 1 and the reinforcement ribs 21, so as to fix the multiple vertical rods 15 and the multiple horizontal rods 16 to the ramp 1.

[0021] As an embodiment further provided by the present invention, according to Figure 1 and Figure 2 As shown, a baffle 12 is provided on the ramp 1 , a guide plate 14 is provided on the baffle 12 , a plurality of guide grooves 13 arranged in a linear array are opened on the baffle 12 , and the guide grooves 13 are connected to the guide plate 14 .

[0022] Specifically, when rainwater falls on the baffle 12 , it will enter the guide groove 13 opened on the baffle 12 and enter the guide plate 14 , preventing water from falling on the connection between the multiple vertical rods 15 and the multiple horizontal rods 16 and the ramp 1 .

[0023] As an embodiment further provided by the present invention, according to Figure 1 and Figure 2 As shown, connecting columns 100 are provided on the plurality of vertical bars 15 and the plurality of horizontal bars 16 .

[0024] Specifically, the connecting column 100 connects the multiple vertical bars 15 and the multiple horizontal bars 16 on both sides.

[0025] As an embodiment further provided by the present invention, according to Figure 1 and Figure 2 As shown, a plurality of fixing cavities 10 arranged in a linear array are provided on the ramp 1 , and the fixing cavities 10 are provided at the bottom of the reinforcing ribs 21 .

[0026] Furthermore, a casting trough 22 is provided on the ramp 1 , and the fixing cavity 10 is communicated with the casting trough 22 .

[0027] Specifically, when pouring the pouring hole 11 , the liquid will enter the pouring trough 22 and then enter the fixing cavity 10 , making the connection between the ramp 1 and the reinforcement rib 21 more secure.

[0028] Working principle: When in use, first insert multiple reinforcement bars 21 into the ramp 1, then fix the second anchor cable 20 at the inclined surface of the ramp 1, and then fix the second anchor cable 20 and the inclined surface of the ramp 1, and then fix the connecting piece 19 to the second anchor cable 20, and then fix multiple cross bars 16 and multiple vertical bars 15 on the ramp 1, and fix them to the bottom of the second anchor cable 20. At the same time, the connecting piece 19 passes through multiple cross bars 16 and multiple vertical bars 15 and places the grid box on multiple cross bars 16 and multiple vertical bars 15. After the fixation is completed, another set of multiple vertical bars 15 and multiple cross bars 16 are fixed to the grid box, and then the casting hole 11 is cast, which will enter the casting trough 22 and then enter the fixing cavity 10, making the connection between the ramp 1 and the reinforcement bar 21 more firmly and completing the fixation.

[0029] The above description is merely illustrative of certain exemplary embodiments of the present invention. It goes without saying that those skilled in the art will be able to modify the described embodiments in various ways without departing from the spirit and scope of the present invention. Therefore, the above drawings and description are illustrative in nature and should not be construed as limiting the scope of protection of the claims of the present invention.

Claims

1. A slope support structure composed of anchor cables and gabion retaining walls, characterized in that: The invention comprises a ramp (1), wherein the ramp (1) is provided with a plurality of vertical rods (15) arranged in a linear array, the ramp (1) is provided with a plurality of horizontal rods (16) arranged in a linear array, a first anchor cable (18) is provided on the plurality of vertical rods (15) and the plurality of horizontal rods (16), a connecting member (19) is provided on the first anchor cable (18), a second anchor cable (20) is provided on the other end of the connecting member (19), a reinforcing rib (21) is provided on the second anchor cable (20), and a plurality of casting holes (11) arranged in a linear array are opened on the ramp (1).

2. The slope support structure of anchor cable and gabion retaining wall combination according to claim 1, characterized in that: The ramp (1) is provided with a baffle (12), a guide plate (14) is provided on the baffle (12), a plurality of guide grooves (13) arranged in a linear array are provided on the baffle (12), and the guide grooves (13) are communicated with the guide plate (14).

3. The slope support structure of anchor cable and gabion retaining wall combination according to claim 2, characterized in that: Connecting columns (100) are provided on the plurality of vertical bars (15) and the plurality of horizontal bars (16).

4. The slope support structure of anchor cable and gabion retaining wall combination according to claim 1, characterized in that: The ramp (1) is provided with a plurality of fixed cavities (10) arranged in a linear array, and the fixed cavities (10) are provided at the bottom of the reinforcing rib (21).

5. The slope support structure of anchor cable and gabion retaining wall combination according to claim 4, characterized in that: A casting trough (22) is provided on the ramp (1), and the fixed cavity (10) is communicated with the casting trough (22).

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