Ecological gabion embankment structure

By introducing reinforcing ribs and embedded groove structures into gabion cages, the problems of gabion deformation and cracking are solved, higher strength and stability are achieved, the gaps between stones are reduced, and the firmness of the overall structure is improved.

CN223373665UActive Publication Date: 2025-09-23YUNCHENG CITY WATER POWER ENG CONSTR BUREAU SHANXI PROV
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Patent Information

Application Number
CN202422661606.1
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-11-01
Publication Date
2025-09-23
Estimated Expiration
2034-11-01

AI Technical Summary

Technical Problem

Existing gabions are prone to deformation and cracking after being filled with stones, resulting in excessive gaps between adjacent gabions, affecting stability and strength.

Method used

The reinforcing rib structure and tensioning mechanism are adopted, the strength of the gabion is improved by shaping the steel rope, and the embedded groove structure reduces the gap between stones and enhances the connection stability.

Benefits of technology

Effectively avoid the deformation and cracking of gabions, improve the strength and assembly stability of gabions, reduce the gap between stones, and enhance the firmness of the overall structure.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a gabion ecological embankment structure which comprises a first gabion, a second gabion, an embedded structure, an embedded structure and a tie bar structure. By arranging a reinforcing rib structure and a tie bar mechanism, firstly, two sets of shaping steel ropes penetrate through the surface of a first side protection net and the surface of a second side protection net correspondingly, then the two ends of the two sets of shaping steel ropes are screwed and fixed correspondingly, and when the first gabion and the second gabion are filled with stones, the two ends of the two sets of shaping steel ropes are screwed tightly; firstly, the first gabion and the second gabion are filled with half stones, then the two sets of steel wire pull ropes are fixed to the inner wall of the first side protection net and the inner wall of the second side protection net correspondingly, and then the first gabion and the second gabion are continuously filled with the stones till the gabion and the second gabion are filled with the stones. Therefore, the middle portions of the first side protection net and the second side protection net can be pulled through the steel wire pull ropes, the strength of the first side protection net and the second side protection net can be improved through the shaping steel ropes, and deformation and breakage caused by swelling of the first gabion and the second gabion are avoided.
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Description

Technical Field

[0001] The utility model relates to the field of gabion stone cages, in particular to an ecological gabion stone cage protective masonry structure. Background Art

[0002] Gabion ecological masonry utilizes a unique structure called gabion cages. These cages are made of metal mesh (typically woven from corrosion-resistant materials like galvanized steel wire) and filled with natural materials like stones. This masonry system offers the following advantages: 1. Excellent permeability, flexibility, ecological properties, and strong erosion resistance.

[0003] China Authorization Publication No. CN216379388U discloses a river channel ecological protection structure. The two sides of the river channel are composed of multiple stone gabion cage units tied together, with nutrient and ecological bag gabion cage units tied above the stone gabion cage units. Each stone gabion cage unit includes a gabion mesh A, which is tied together with lashing wire to form a rectangular or trapezoidal box, filled with stone blocks and secured with lashing wire. The nutrient and ecological bag gabion cage unit includes a gabion mesh B, which is tied together with lashing wire to form a rectangular box, filled with multiple nutrient and ecological bags and secured with lashing wire. Compared with the existing technology, this utility model has the beneficial effect of using gabion cages and ecological bags for river channel management, preserving the original river ecological structure while also fulfilling the function of an ecological corridor. This is a key measure for scientific river channel management and ecological bank protection.

[0004] However, this device has the following drawbacks: Although it preserves the original ecological structure of the river and can function as an ecological corridor, when filling the gabion cages with stones, the gabion cages are bound by steel wires, so they will deform after filling. This will cause large gaps between two adjacent gabion cages after stacking. Moreover, excessive deformation of the gabion cages will cause the gabions to burst. To address the above drawbacks: To this end, we propose a gabion cage ecological protection structure. Utility Model Content

[0005] The purpose of the utility model is to solve the shortcomings in the prior art and to propose a gabion stone cage ecological protective masonry structure.

[0006] In order to solve the problems existing in the prior art, the utility model adopts the following technical solutions: a gabion stone cage ecological protection structure, comprising:

[0007] A first gabion stone cage, wherein the first gabion stone cage comprises a first bottom net, a first side guard net fixedly mounted on an upper surface of the first bottom net, and a first cover plate disposed on an upper surface of the first side guard net;

[0008] A second gabion stone cage, wherein the second gabion stone cage includes a second bottom net, a second side guard net fixedly mounted on an upper surface of the second bottom net, and a second cover plate disposed on an upper surface of the second side guard net;

[0009] An embedded structure is provided on opposite sides of the first gabion cage and the second gabion cage, and is used to improve the stability of the connection between the first gabion cage and the second gabion cage;

[0010] A reinforcing rib structure, wherein the reinforcing rib structure is respectively provided on the surface of the first gabion gabion and the second gabion gabion, and is used to improve the strength of the first gabion gabion and the second gabion gabion after being filled with stones;

[0011] The tie rod structure is respectively arranged inside the first gabion stone cage and the second gabion stone cage to prevent the first gabion stone cage and the second gabion stone cage from deforming after being filled with stones.

[0012] Preferably, the reinforcement structure includes steel wire ropes respectively arranged on the inner walls of the first side guard net and the second side guard net.

[0013] Preferably, there are multiple steel wire ropes, each of which is divided into two groups, and the two ends of the two groups of steel wire ropes are fixedly connected to the two inner side walls of the first side guard net and the second side guard net respectively.

[0014] Preferably, the reinforcement structure includes shaped steel ropes respectively arranged on the surfaces of the first side guard net and the second side guard net.

[0015] Preferably, the number of the shaping steel ropes is four, and the four shaping steel ropes are divided into two groups.

[0016] Preferably, the two groups of shaping steel ropes are symmetrically arranged on the surfaces of the first side guard net and the second side guard net with the steel wire rope as the axis.

[0017] Preferably, the embedding structure includes a first embedding groove and a second embedding groove respectively opened on opposite surfaces of the first gabion stone cage and the second gabion stone cage.

[0018] Preferably, the first embedding groove and the second embedding groove are staggered with each other.

[0019] Compared with the prior art, the beneficial effects of the present invention are:

[0020] 1. By setting up a reinforcing rib structure and a tensioning mechanism, first use two sets of shaping steel ropes to pass through the surface of the first side guard net and the second side guard net respectively, and then tighten and fix the two ends of the two sets of shaping steel ropes. When filling stones into the first gabion gabion and the second gabion gabion, first fill half of the first gabion gabion and the second gabion gabion with stones, and then fix the two sets of steel wire ropes on the inner walls of the first and second side guard nets respectively, and then continue to fill the first gabion gabion and the second gabion with stones until they are full, so that the steel wire ropes can be used to pull the middle of the first and second side guard nets, and the shaping steel ropes can be used to improve the strength of the first and second side guard nets, avoiding deformation and rupture caused by swelling of the first and second gabion gabions.

[0021] 2. By setting the embedded structure, when filling the first gabion gabion and the second gabion gabion, the first embedded groove and the second embedded groove are designed, so the horizontal filling of the first gabion and the second gabion can be reduced, thereby avoiding the accumulation of a large number of stones causing a large number of gaps in the stones, resulting in a large number of gaps on the top of the gabion after the stones settle after the capping, and the mutual embedding of the first embedded groove and the second embedded groove can increase the contact area between the first gabion and the second gabion, thereby improving the stability of the first gabion and the second gabion after assembly. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] The accompanying drawings described herein are intended to provide a further understanding of the present invention. The exemplary embodiments of the present invention and their descriptions are intended to explain the present invention and do not constitute undue limitations. In the accompanying drawings:

[0023] Figure 1 It is a three-dimensional schematic diagram of the utility model;

[0024] Figure 2 This is a three-dimensional explosion diagram of the utility model;

[0025] Figure 3 This is a three-dimensional schematic diagram of the first gabion stone cage of the present invention;

[0026] Figure 4 It is a three-dimensional schematic diagram of the second gabion stone cage of the present invention.

[0027] Serial numbers in the figure: 10 first bottom net, 11 first side guard net, 12 first cover plate, 20 second bottom net, 21 second side guard net, 22 second cover plate, 30 steel wire rope, 40 shaping steel rope, 50 first embedding groove, 51 second embedding groove. DETAILED DESCRIPTION

[0028] The technical solutions in the embodiments of the present invention will be described clearly and completely below with reference to the accompanying drawings in the embodiments of the present invention.

[0029] See also Figure 1-4 The utility model provides a technical solution: a gabion stone cage ecological protection structure, including: a first gabion stone cage, a second gabion stone cage, an embedded structure, an embedded structure and a reinforcement structure.

[0030] See Figure 1-2 The first gabion stone cage includes a first bottom net 10, a first side guard net 11 fixedly installed on the upper surface of the first bottom net 10, and a first cover plate 12 arranged on the upper surface of the first side guard net 11. The second gabion stone cage includes a second bottom net 20, a second side guard net 21 fixedly installed on the upper surface of the second bottom net 20, and a second cover plate 22 arranged on the upper surface of the second side guard net 21. The first side guard net 11 and the second side guard net 21 are composed of a plurality of mesh panels, and the first side guard net 11 and the second side guard net 21 can be folded on the first bottom net 10 and the second bottom net 20, so as to facilitate the storage and transportation of the device.

[0031] The first side guard net 11 and the second side guard net 21 can be used to wrap the filled stones, and the first cover plate 12 and the second cover plate 22 are tied to the first side guard net 11 and the second side guard net 21 with steel wires, so as to prevent the stones in the first side guard net 11 and the second side guard net 21 from falling off.

[0032] See Figure 3-4 The reinforcement structure is respectively arranged inside the first gabion stone cage and the second gabion stone cage to prevent the first gabion stone cage and the second gabion stone cage from deforming after being loaded with stones. The reinforcement structure includes steel wire ropes 30 respectively arranged on the inner walls of the first side guard net 11 and the second side guard net 21. There are multiple steel wire ropes 30, and the multiple steel wire ropes 30 are divided into two groups. The two ends of the two groups of steel wire ropes 30 are respectively fixedly connected to the two inner walls of the first side guard net 11 and the second side guard net 21.

[0033] The reinforcement structure is respectively arranged on the surface of the first gabion gabion and the second gabion gabion, so as to improve the strength of the first gabion gabion and the second gabion gabion after being loaded with stones. The reinforcement structure includes shaping steel ropes 40 respectively arranged on the surface of the first side guard net 11 and the second side guard net 21. There are four shaping steel ropes 40, and the four shaping steel ropes 40 are divided into two groups. The two groups of shaping steel ropes 40 are respectively symmetrically arranged on the surface of the first side guard net 11 and the second side guard net 21 with the steel wire rope 30 as the axis.

[0034] After the first side guard net 11 and the second side guard net 21 are unfolded, two sets of shaping steel ropes 40 are used to pass through the mesh holes on the first side guard net 11 and the second side guard net 21 respectively, and the two ends of the shaping steel ropes 40 are twisted and fixed together, so that the first side guard net 11 and the second side guard net 21 can be shaped and fixed on the first bottom net 10 and the second bottom net 20 respectively.

[0035] When filling stones into the first gabion gabion and the second gabion gabion, first fill half of the first gabion and the second gabion gabion with stones, then fix two sets of steel wire ropes 30 on the inner walls of the first side guard net 11 and the second side guard net 21 respectively, and then continue to fill the first gabion and the second gabion with stones until they are full, so that the steel wire ropes 30 can be used to pull the middle parts of the first side guard net 11 and the second side guard net 21, and the shaping steel ropes 40 can be used to improve the strength of the first side guard net 11 and the second side guard net 21, thereby avoiding deformation and rupture caused by swelling of the first gabion and the second gabion.

[0036] The embedded structure is arranged on the opposite surfaces of the first gabion stone cage and the second gabion stone cage, and is used to improve the stability of the connection between the first gabion stone cage and the second gabion stone cage. The embedded structure includes a first embedded groove 50 and a second embedded groove 51 respectively opened on the opposite surfaces of the first gabion stone cage and the second gabion stone cage, and the first embedded groove 50 and the second embedded groove 51 are staggered with each other.

[0037] When filling the first gabion gabion and the second gabion gabion, the first embedding groove 50 and the second embedding groove 51 are designed to reduce the amount of horizontal stones filled into the first gabion and the second gabion, thereby avoiding a large number of gaps in the stones caused by the accumulation of a large number of stones, which leads to a large number of gaps on the top of the gabion after the stones are covered. In addition, the mutual embedding of the first embedding groove 50 and the second embedding groove 51 can increase the contact area between the first gabion and the second gabion, thereby improving the stability of the first gabion and the second gabion after assembly.

[0038] The above is only a preferred specific implementation method of the present invention, but the protection scope of the present invention is not limited thereto. Any equivalent replacement or change made by a person skilled in the art based on the technical solution and concept of the present invention should be included in the protection scope of the present invention.

Claims

1. A gabion stone cage ecological protection structure, characterized in that: include: A first gabion stone cage, comprising a first bottom net (10), a first side guard net (11) fixedly mounted on the upper surface of the first bottom net (10), and a first cover plate (12) arranged on the upper surface of the first side guard net (11); A second gabion stone cage, the second gabion stone cage comprising a second bottom net (20), a second side guard net (21) fixedly mounted on the upper surface of the second bottom net (20), and a second cover plate (22) arranged on the upper surface of the second side guard net (21); An embedded structure is provided on opposite sides of the first gabion cage and the second gabion cage, and is used to improve the stability of the connection between the first gabion cage and the second gabion cage; A reinforcing rib structure, wherein the reinforcing rib structure is respectively provided on the surface of the first gabion gabion and the second gabion gabion, and is used to improve the strength of the first gabion gabion and the second gabion gabion after being filled with stones; The tie rod structure is respectively arranged inside the first gabion stone cage and the second gabion stone cage to prevent the first gabion stone cage and the second gabion stone cage from deforming after being filled with stones.

2. The ecological gabion stone cage protective masonry structure according to claim 1, characterized in that: The reinforcement structure comprises steel wire ropes (30) respectively arranged on the inner walls of the first side protection net (11) and the second side protection net (21).

3. The ecological gabion stone cage masonry structure according to claim 2, characterized in that: There are multiple steel wire ropes (30), each of which is divided into two groups, and the two ends of the two groups of steel wire ropes (30) are fixedly connected to the two inner side walls of the first side protection net (11) and the second side protection net (21), respectively.

4. The ecological gabion stone cage masonry structure according to claim 2, characterized in that: The reinforcement structure comprises shaping steel ropes (40) respectively arranged on the surfaces of the first side protection net (11) and the second side protection net (21).

5. The ecological gabion stone cage masonry structure according to claim 4, characterized in that: The number of the shaping steel ropes (40) is four, and the four shaping steel ropes (40) are divided into two groups.

6. The ecological gabion stone cage masonry structure according to claim 5, characterized in that: The two groups of shaping steel ropes (40) are symmetrically arranged on the surfaces of the first side protection net (11) and the second side protection net (21) with the steel wire rope (30) as the axis.

7. The ecological gabion stone cage masonry structure according to claim 1, characterized in that: The embedding structure comprises a first embedding groove (50) and a second embedding groove (51) respectively provided on opposite sides of the first gabion stone cage and the second gabion stone cage.

8. The ecological gabion stone cage protective masonry structure according to claim 7, characterized in that: The first embedding groove (50) and the second embedding groove (51) are staggered with each other.

Citation Information

Patent Citations

  • River ecological protection body structure

    CN216379388U