Gabion cage retaining wall structure

Abstract

The utility model relates to the technical field of hydraulic engineering, and discloses a gabion cage retaining wall structure which comprises a structure body, and the structure body is characterized in that a concrete layer is arranged at the top of a river slope; the gravel base layer is arranged on one side of the river slope; the gabion is arranged at the top of the gravel base layer and located on one side of the river slope; a reinforcing assembly is arranged at the top of the gravel base layer and comprises a first baffle arranged on one side of the gabion and located at the top of the gravel base layer; the second baffle is arranged at the top of the gabion; the first inserting rod is arranged on one side of the first baffle and one side of the second baffle and penetrates through the gabion. The moving assembly is arranged at the bottom of the second baffle; according to the gabion retaining wall structure, the second inserting rods are arranged at the bottoms of the gabion gabions, fixing between the gabion gabions and the river slope and between the gabion gabions is achieved through the reinforcing assemblies, and the fixity and stability of the gabion retaining wall structure are improved.

Description

Technical Field

[0001] The utility model relates to the technical field of water conservancy projects, in particular to a gabion cage retaining wall structure. Background Art

[0002] In recent years, in the process of river management, as people pay more and more attention to ecological protection, garden landscape, and architectural beauty, the traditional dry stone and concrete precast block river bank protection, due to its impermeability, blocks the normal ecological environment of the river and is increasingly unable to meet the needs of ecological river management. Gabion stone cage retaining wall is a box-type structure filled with blocks or pebbles in a double-twisted hexagonal metal mesh. Due to its porous structure and the outer box-type structure, the gabion stone cage retaining wall has strong permeability, integrity and wind and wave resistance, and is very suitable for managing riverbeds, preventing mudslides, and preventing landslides.

[0003] The existing gabion retaining wall structure fastens the gabion cage mesh to the expansive soil slope through positioning rods, but lacks a fixed connection between the gabions. As a result, when one gabion cage loosens and collapses, the gabion cage on the top of the gabion cage collapses along with the gabion cage at the bottom, resulting in poor fixity and stability of the gabion retaining wall structure. Utility Model Content

[0004] 1. Technical issues to be solved

[0005] In view of the shortcomings of the prior art, the utility model provides a gabion retaining wall structure, which has the advantages of fixation between gabions and river slopes, and between gabions, and solves the problem that when one gabion becomes loose and collapses, the gabion at the top of the gabion will collapse along with the gabion at the bottom, resulting in poor fixation and stability of the gabion retaining wall structure.

[0006] (II) Technical solution

[0007] To achieve the above object, the utility model provides the following technical solution: a gabion retaining wall structure, comprising a structural body, the structural body comprising:

[0008] The river bank slope has a concrete layer on top;

[0009] A gravel base layer is arranged on one side of the river channel slope;

[0010] A gabion stone cage is arranged on the top of the gravel base layer and is located on one side of the river channel slope;

[0011] A reinforcement assembly is provided on the top of the gravel base, and the reinforcement assembly comprises:

[0012] A first baffle is arranged on one side of the gabion cage and located on the top of the gravel base;

[0013] A second baffle is arranged on the top of the gabion stone cage;

[0014] A first plug rod is arranged on one side of the first baffle plate and the second baffle plate and passes through the gabion stone cage;

[0015] A moving component, disposed at the bottom of the second baffle;

[0016] The second insertion rod is arranged at the bottom of the gabion stone cage.

[0017] In some embodiments, the moving component includes:

[0018] A slide plate is arranged at the bottom of the second baffle plate, and a slide groove matching the slide plate is arranged at the top of the gabion stone cage, so that the second baffle plate is slidably connected to the gabion stone cage.

[0019] In some embodiments, a fixing bolt is provided on the slide plate and passes through the slide plate, and a screw hole matching the fixing bolt is provided on the gabion stone cage.

[0020] In some embodiments, a pressure plate is provided on one side of the concrete layer and is located on the top of the gabion cage and fixed to the gabion cage by bolts.

[0021] In some embodiments, a rotating shaft is provided at the connection between the concrete layer and the pressing plate, so that the rotating shaft is rotationally connected to the concrete layer.

[0022] In some embodiments, a connecting plate is provided at the bottom of the first baffle and is fixed to the gravel base layer by bolts.

[0023] In some embodiments, a drainage ditch is provided on the top of the river channel slope and penetrates the concrete layer.

[0024] In some embodiments, a filter geotextile is provided on the outer side of the river slope and is located at the bottom of the concrete layer.

[0025] (III) Beneficial effects

[0026] Compared with the prior art, the utility model provides a gabion retaining wall structure, which has the following beneficial effects:

[0027] The gabion cage retaining wall structure increases the fixation and stability of the gabion cage at the bottom of the lowest layer by inserting the second insertion rod at the bottom of the gabion cage into the gravel base layer and fixing it, and by using the first baffle plate to abut against one side of the gabion cage at the bottom layer, and then the gabion cage is placed on the gabion cage at the bottom layer and the second insertion rod is inserted into the gravel base layer and into the river channel slope, and at the same time, the second baffle plate at the top of the gabion cage at the bottom layer is moved to the left by a moving component, so that the first insertion rod on one side of the second baffle plate is inserted into the gabion cage, thereby achieving fixation between the gabion cage and the river channel slope, and between the gabion cages, thereby increasing the fixation and stability of the gabion cage retaining wall structure, and the operation is simple. BRIEF DESCRIPTION OF THE DRAWINGS

[0028] Figure 1 It is a schematic diagram of the structure of the utility model;

[0029] Figure 2 It is a structural schematic diagram of the gabion stone cage in the structure of the utility model;

[0030] Figure 3 for Figure 1 A magnified schematic diagram of center A.

[0031] In the figure:

[0032] 1. Structure body; 11. River slope; 12. Gravel base; 13. Concrete layer; 14. Gabion stone cage; 15. Intercepting ditch; 16. Anti-filtration geotextile;

[0033] 2. Reinforcement assembly; 21. First baffle; 211. Connecting plate; 22. Second baffle; 23. First plug rod; 24. Moving assembly; 241. Slide plate; 242. Slide groove; 243. Fixing bolt; 244. Screw hole; 25. Second plug rod; 26. Pressing plate; 27. Rotating shaft. DETAILED DESCRIPTION

[0034] The following will be combined with the drawings in the embodiments of the present application to clearly and completely describe the technical solutions in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, not all of the embodiments. Based on the embodiments in the present application, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of this application.

[0035] It should be noted that all directional indications in the embodiments of the present application are only used to explain the relative position relationship, movement status, etc. between the components in a certain specific posture. If the specific posture changes, the directional indication will also change accordingly.

[0036] In this application, unless otherwise clearly specified and limited, the terms "connection", "fixation", etc. should be understood in a broad sense. For example, "fixation" can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium, it can be the internal connection of two elements or the interaction relationship between two elements, unless otherwise clearly defined. For ordinary technicians in this field, the specific meanings of the above terms in this application can be understood according to specific circumstances.

[0037] In addition, in this application, descriptions such as "first", "second", etc. are only used for descriptive purposes and cannot be understood as indicating or implying their relative importance or implicitly indicating the number of technical features indicated. Therefore, the features defined as "first" and "second" may explicitly or implicitly include at least one of the features. In addition, the technical solutions between the various embodiments can be combined with each other, but they must be based on the ability of ordinary technicians in this field to implement them. When the combination of technical solutions is contradictory or cannot be implemented, it should be deemed that such combination of technical solutions does not exist and is not within the scope of protection required by this application.

[0038] In recent years, in the process of river management, as people pay more and more attention to ecological protection, garden landscape, and architectural beauty, the traditional dry stone and concrete precast block river bank protection, due to its impermeability, blocks the normal ecological environment of the river and is increasingly unable to meet the needs of ecological river management. Gabion stone cage retaining wall is a box-type structure filled with blocks or pebbles in a double-twisted hexagonal metal mesh. Due to its porous structure and the outer box-type structure, the gabion stone cage retaining wall has strong permeability, integrity and wind and wave resistance, and is very suitable for managing riverbeds, preventing mudslides, and preventing landslides.

[0039] In the related art, there is a lack of fixed connection between gabions, which results in that when one gabion becomes loose and collapses, the gabion at the top of the gabion collapses along with the gabion at the bottom, resulting in poor fixity and stability of the gabion retaining wall structure.

[0040] In order to solve the problems in the related art to a certain extent, the embodiment of the present application provides a gabion cage retaining wall structure. When it is needed, it is only necessary to insert the second plug rod 25 at the bottom of the lowest gabion cage 14 into the gravel base layer 12 for fixation, and use the first baffle plate 21 to press against one side of the lowest gabion cage 14, thereby increasing the fixity and stability of the lowest gabion cage 14, and continue to place the gabion cage 14 on the lowest gabion cage 14 and insert the second plug rod 25 into the gravel base layer 12 and into the river slope 11, and at the same time, the second baffle plate 22 on the top of the lowest gabion cage 14 is moved to the left through the moving component 24, so that the first plug rod 23 on one side of the second baffle plate 22 is inserted into the gabion cage 14, thereby realizing the fixation between the gabion cage 14 and the river slope 11, and the gabion cage 14 and the gabion cage 14, thereby increasing the fixity and stability of the gabion cage retaining wall structure, and the operation is simple.

[0041] The present application is described below with reference to the accompanying drawings and specific embodiments:

[0042] Combination Figure 1-Figure 3 The embodiment of the present application provides a gabion retaining wall structure, including a structural body 1, the structural body 1 includes: a concrete layer 13 is arranged on the top of a river slope 11; a gravel base layer 12 is arranged on one side of the river slope 11; a gabion stone cage 14 is arranged on the top of the gravel base layer 12 and is located on one side of the river slope 11; a reinforcement component 2 is arranged on the top of the gravel base layer 12, and the reinforcement component 2 includes: a first baffle 21 is arranged on one side of the gabion stone cage 14 and is located on the top of the gravel base layer 12; a second baffle 22 is arranged on the top of the gabion stone cage 14; a first insertion rod 23 is arranged on one side of the first baffle 21 and the second baffle 22, and passes through the gabion stone cage 14; a moving component 24 is arranged at the bottom of the second baffle 22; and a second insertion rod 25 is arranged at the bottom of the gabion stone cage 14.

[0043] During installation, the second insertion rod 25 at the bottom of the lowest layer of gabion gabion cage 14 is first inserted into the gravel base layer 12 for fixing, and the first baffle plate 21 is used to support one side of the lowest layer of gabion gabion cage 14, thereby increasing the fixity and stability of the lowest layer of gabion gabion cage 14, and the gabion gabion cage 14 is placed on the lowest layer of gabion gabion cage 14 and the second insertion rod 25 is inserted into the gravel base layer 12 and into the river slope 11, and at the same time, the second baffle plate 22 at the top of the lowest layer of gabion gabion cage 14 is moved to the left through the moving assembly 24, so that the first insertion rod 23 on one side of the second baffle plate 22 is inserted into the gabion gabion cage 14, thereby achieving fixation between the gabion gabion cage 14 and the river slope 11, and between the gabion gabion cages 14 and the gabion gabion cages 14, thereby increasing the fixity and stability of the gabion cage retaining wall structure, and the operation is simple.

[0044] In some embodiments, the moving component 24 includes: a slide plate 241 is arranged at the bottom of the second baffle plate 22, and a slide groove 242 matching the slide plate 241 is arranged on the top of the gabion stone cage 14, so that the second baffle plate 22 is slidably connected to the gabion stone cage 14. Through the slide plate 241, the second baffle plate 22 moves left and right on the top of the gabion stone cage 14, which facilitates the connection and disconnection between the gabion stone cages 14 and the gabion stone cages 14.

[0045] In some embodiments, a fixing bolt 243 is provided on the slide plate 241 and passes through the slide plate 241. A screw hole 244 matching the fixing bolt 243 is provided on the gabion stone cage 14 to fix the slide plate 241, thereby increasing the fixity and stability of the connection between the gabion stone cages 14 and the gabion stone cages 14.

[0046] In some embodiments, a pressure plate 26 is provided on one side of the concrete layer 13 and is located on the top of the gabion cage 14 and fixed to the gabion cage 14 by bolts to press the topmost gabion cage 14 and increase the stability of the gabion cage 14.

[0047] In some embodiments, a rotating shaft 27 is provided at the connection between the concrete layer 13 and the pressing plate 26 , so that the rotating shaft 27 is rotatably connected to the concrete layer 13 , which facilitates the fixing and removal of the topmost gabion cage 14 .

[0048] In some embodiments, a connecting plate 211 is disposed at the bottom of the first baffle 21 and is fixed to the gravel base layer 12 by bolts, so as to facilitate the disassembly and assembly of the first baffle 21 .

[0049] In some embodiments, a drainage ditch 15 is provided at the top of the river bank slope 11 and penetrates the concrete layer 13. The drainage ditch 15 can protect the top of the river bank slope 11 to prevent rainwater on the top of the slope from scouring the river bank slope 11.

[0050] In some embodiments, a filter geotextile 16 is provided on the outside of the river slope 11 and is located at the bottom of the concrete layer 13 to reduce the flow of silt from the river slope 11 into the dam.

[0051] Specifically, the anti-filtration geotextile 16 has good air permeability and water permeability. When water passes through, it can effectively filter soil particles, fine sand, and small stones, improve the mutual penetration of river water and soil, maintain the stability of water and soil engineering, and enhance the self-purification ability of the river.

[0052] In the description of this specification, the description with reference to the terms "one embodiment", "some embodiments", "example", "specific example", or "some examples" etc. means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the present application. In this specification, the schematic representations of the above terms do not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described may be combined in any one or more embodiments or examples in a suitable manner. In addition, those skilled in the art may combine and combine different embodiments or examples described in this specification.

[0053] In addition, the technical solutions between the various embodiments can be combined with each other, but they must be based on the fact that they can be implemented by ordinary technicians in this field. When the combination of technical solutions is contradictory or cannot be implemented, it should be deemed that such combination of technical solutions does not exist and is not within the scope of protection required by this application.

[0054] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A gabion retaining wall structure, comprising a structural body (1), wherein the structural body (1) comprises: A river channel slope (11) having a concrete layer (13) disposed on the top; A gravel base layer (12) is arranged on one side of the river channel slope (11); A gabion cage (14) is arranged on the top of the gravel base layer (12) and is located on one side of the river channel slope (11); The invention is characterized in that a reinforcement component (2) is arranged on the top of the gravel base layer (12), and the reinforcement component (2) comprises: A first baffle (21) is arranged on one side of the gabion cage (14) and is located on the top of the gravel base layer (12); A second baffle (22) is arranged on the top of the gabion cage (14); A first insertion rod (23) is arranged on one side of the first baffle plate (21) and the second baffle plate (22) and passes through the gabion cage (14); A moving component (24) is arranged at the bottom of the second baffle (22); The second insertion rod (25) is arranged at the bottom of the gabion stone cage (14).

2. A gabion retaining wall structure according to claim 1, characterized in that: The moving assembly (24) comprises: A slide plate (241) is arranged at the bottom of the second baffle plate (22), and a slide groove (242) matching the slide plate (241) is arranged at the top of the gabion stone cage (14), so that the second baffle plate (22) and the gabion stone cage (14) are slidably connected.

3. A gabion retaining wall structure according to claim 2, characterized in that: The slide plate (241) is provided with a fixing bolt (243) which passes through the slide plate (241), and the gabion stone cage (14) is provided with a screw hole (244) which matches the fixing bolt (243).

4. A gabion retaining wall structure according to claim 1, characterized in that: A pressure plate (26) is provided on one side of the concrete layer (13) and is located on the top of the gabion stone cage (14) and is fixed to the gabion stone cage (14) by bolts.

5. A gabion retaining wall structure according to claim 4, characterized in that: A rotating shaft (27) is provided at the connection between the concrete layer (13) and the pressing plate (26), so that the rotating shaft (27) is rotatably connected to the concrete layer (13).

6. The gabion retaining wall structure according to claim 1, characterized in that: A connecting plate (211) is provided at the bottom of the first baffle (21) and is fixed to the gravel base layer (12) by bolts.

7. The gabion retaining wall structure according to claim 1, characterized in that: A water intercepting ditch (15) is provided on the top of the river channel slope (11) and penetrates the concrete layer (13).

8. A gabion retaining wall structure according to claim 7, characterized in that: A filter geotextile (16) is provided on the outer side of the river slope (11) and is located at the bottom of the concrete layer (13).

Images