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CN211773858U - Landscape gabion retaining wall - Google Patents

Landscape gabion retaining wall Download PDF

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Publication number
CN211773858U
CN211773858U CN201922498974.8U CN201922498974U CN211773858U CN 211773858 U CN211773858 U CN 211773858U CN 201922498974 U CN201922498974 U CN 201922498974U CN 211773858 U CN211773858 U CN 211773858U
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China
Prior art keywords
gabion
retaining wall
cylindrical
gabions
square
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CN201922498974.8U
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Chinese (zh)
Inventor
孙涛
洪志庆
王国树
汪浙民
谌朴
颜学文
袁丁
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Zhejiang Communications Construction Group Co Ltd
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Zhejiang Communications Construction Group Co Ltd
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Priority to CN201922498974.8U priority Critical patent/CN211773858U/en
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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
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Abstract

The utility model relates to a landscape gabion retaining wall, which comprises a plurality of retaining wall units arranged side by side, wherein each retaining wall unit comprises a square gabion and a plurality of cylindrical gabions arranged in the square gabion; the cylindrical gabion and the square gabion are assembled on a foundation; the cylindrical gabions and the square gabions are vertical to the foundation, and stones are filled in the cylindrical gabions and the square gabions; the utility model discloses a gabion unit interval arrangement of two kinds of different shapes, two adjacent gabions staggered joint are connected, have that wholeness and stability are strong, the ability of shearing is showing advantages such as improvement.

Description

Landscape gabion retaining wall
Technical Field
The utility model belongs to the technical field of civil engineering, concretely relates to view gabion barricade.
Background
Retaining walls are one of the main engineering measures for ensuring the stability of side slope soil bodies, and are widely used in railway, highway, municipal administration, water conservancy, mine, building and geological disaster treatment projects. The existing retaining wall has more structural forms, such as a gravity type retaining wall, a reinforced earth retaining wall, an anchoring plate type retaining wall, a cantilever arm-supporting type retaining wall and the like, wherein the gravity type retaining wall is most widely applied and has the advantages of simple structure, convenient material taking, simple construction process and the like, but the gravity type retaining wall has high material consumption, high labor intensity of workers, low mechanization degree, difficult guarantee of engineering quality and more diseases at the later stage; the panels of the cantilever corbel type retaining wall and the reinforced retaining wall are of (reinforced) concrete structures, have the advantage of light dead weight, are generally manufactured for on-site pouring, have poor construction conditions and poor construction quality, and cannot bear load immediately, so that the engineering progress is influenced, and the panels are required to be maintained regularly after pouring construction. In addition, the wall surface is grey tone after the construction of the retaining wall, so that ecological greening is difficult to carry out, and the landscape effect is poor.
In view of the above technical problems, improvements are needed.
SUMMERY OF THE UTILITY MODEL
The utility model relates to an overcome the defect among the above-mentioned prior art, provide a simple structure, with low costs, the reliable, view gabion barricade that has sight, green ecological function of quality.
In order to achieve the above purpose, the utility model adopts the technical scheme that: a landscape gabion retaining wall comprises a plurality of retaining wall units arranged side by side, wherein each retaining wall unit comprises a square gabion and a plurality of cylindrical gabions arranged in the square gabion; the cylindrical gabion and the square gabion are assembled on a foundation; and cylindrical gabions and square gabions are perpendicular to the foundation, and stones are filled in the cylindrical gabions and the square gabions.
As an optimal mode of the present invention, the adjacent retaining wall units are twisted by long steel wires.
As an optimal mode of the utility model, the crisscross laying of cylindrical gabion between the adjacent barricade unit.
As an optimal mode of the utility model, the cylindrical gabion is provided with 3-4 cylindrical gabions which are arranged in the square gabion at equal intervals.
As an optimal mode of the utility model, the distance between the adjacent cylindrical gabions is consistent with the external diameter of the cylindrical gabion.
As a preferred mode of the present invention, the square gabion comprises a front panel, a rear panel and a side panel; and the side panels are inwards sunken, and the height and the radius of the sunken side panels are consistent with those of the cylindrical gabion.
As an optimal mode of the utility model, the side panel of the square gabion is respectively connected with the adjacent cylindrical gabion through the long steel wire.
As an optimal mode of the utility model, cylindrical gabion is the box with a net that wire rod made, and front panel, rear panel and side board are the waffle slab that wire rod made.
As an optimal mode of the utility model, the front panel and the rear panel are respectively connected with the cylindrical gabion through long steel wires.
As an optimal mode of the utility model, geotechnical cloth has still been laid to the barricade unit outside.
The utility model has the advantages that:
1. the utility model is arranged at intervals of two gabion units with different shapes, and two adjacent gabions are connected in a staggered joint manner, thus having the advantages of strong integrity and stability, obviously improved shearing resistance and the like;
2. the utility model has the advantages of no influence on the normal performance of the slope protection efficiency, no restriction by construction seasons, especially construction in winter, short construction period and capital saving;
3. the utility model discloses can carry out ecological greening in the stone material clearance after the construction is accomplished, build the engineering view.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention;
fig. 2 is a top view of an embodiment of the present invention;
FIG. 3 is a schematic structural view of the retaining wall unit of FIG. 1;
fig. 4 is the utility model discloses an on-the-spot assembly construction drawing.
Reference numbers in the figures: cylindrical gabion 1, square gabion 2, ground 3, side panel 4, rear panel 5, front panel 6, long steel wire 7.
Detailed Description
The following describes embodiments of the present invention in detail with reference to the accompanying drawings.
Example (b): as shown in fig. 1-3, a landscape gabion retaining wall comprises a plurality of retaining wall units arranged side by side, wherein each retaining wall unit comprises a square gabion 2 and a plurality of cylindrical gabions 1 arranged in the square gabion 2; the cylindrical gabion 1 and the square gabion 2 are assembled on a foundation 3; namely, the cylindrical gabion 1 and the square gabion 2 are flatly placed on the foundation 3, the cylindrical gabion 1 and the square gabion 2 are perpendicular to the foundation 3, and stones are filled in the cylindrical gabion 1 and the square gabion 2; not only increases the anchoring force between the adjacent stone retaining wall units, but also improves the integral aesthetic property of the gabion retaining wall.
Adjacent retaining wall units are stranded through long steel wires 7, and specifically, cylindrical gabions 1 between the adjacent retaining wall units are arranged in a staggered mode; and 3-4 cylindrical gabions 1 are arranged in the square gabions 2 at equal intervals. The distance between the adjacent cylindrical gabions 1 is consistent with the outer diameter of the cylindrical gabions 1; adopt above-mentioned technical scheme, make the utility model discloses a gabion unit interval arrangement of two kinds of different shapes, two adjacent gabion staggered joints are connected, have that wholeness and stability are strong, the ability of shearing is showing advantages such as improvement.
The square gabion 2 comprises a front panel 6, a rear panel 5 and side panels 4; the side panels 4 are sunken inwards, and the height and the radius of the sunken side panels 4 are consistent with those of the cylindrical gabion 1; the side panels 4 of the square gabions 2 are respectively connected with the adjacent cylindrical gabions 1 through long steel wires 7 in a binding mode; in this way, the assembly of cylindrical gabions 1 and square gabions 2 is facilitated, while the anchoring force between adjacent cylindrical gabions 1 and square gabions 2 can be enhanced.
The cylindrical gabion 1 is a net cage made of metal wires, and the front panel 6, the rear panel 5 and the side panels 4 are all grid plates made of metal wires. Thus, after construction is finished, ecological greening can be carried out in the gaps among the stones of the cylindrical gabion 1 by adopting methods of branch sowing, spray sowing and the like.
In this embodiment, the cylindrical gabion 1 is composed of vertical panels, top panels and bottom panels, the vertical panels are connected end to end through long steel wires after being curled, and the top panels and the bottom panels are respectively located at two cylindrical ends.
The front panel 6 and the rear panel 5 are respectively connected with the cylindrical gabion 1 through long steel wires in a binding mode; the cylindrical gabion 1 is a net cage made of metal wires, and the front panel 6 and the rear panel 5 are both grid plates made of metal wires.
Geotextile is laid outside the retaining wall unit. Thus, the moisture preservation and fertilizer coating of the soil are facilitated.
In the embodiment, the cylindrical gabion 1 and the square gabion 2 of the utility model are made of low carbon steel wires, can be assembled on site, and have the advantages of strong structural integrity, simple site construction, strong self-water permeability, and strong impact resistance and wind wave resistance; the gabion belongs to a flexible structure, and has good self-adjustment performance on uneven settlement; two gabion retaining wall units in different shapes are arranged in every two gabion retaining wall units at intervals, so that the anchoring force between the adjacent retaining wall units is increased, and the integral attractiveness of the gabion retaining wall is greatly improved.
As shown in fig. 4; the utility model discloses an assembly process as follows: and a foundation 3 which has sufficient space and is relatively hard and flat is found, so that the assembly of the retaining wall unit is convenient. As shown in a figure, a metal wire is made into a shape shown in the figure according to a design drawing, a left side grid is used for enclosing a cylindrical gabion 1, a bottom panel is hinged with a top panel at a twisted position by using a long steel wire, and the top panel is not covered temporarily; as shown in the figure b, the rear panel 5 and the cylindrical gabion 1 are integrated, the front panel 6 and the cylindrical gabion 1 are hinged together, then the bottom panel of the square gabion 2 is installed, and the top panel is not covered temporarily after being installed; continuing to assemble the next set of retaining wall units as shown in fig. c; as shown in fig. d, two adjacent retaining wall units are directly stranded by the overlong steel wires; filling stones into the net cage in a layering and grading manner, leveling the exposed surfaces of the filled stones by manual building, checking the whole structure, and twisting the top panels after the whole structure is qualified; and f, after the first layer of gabion retaining wall is assembled and filled, continuously installing the gabion retaining wall on the upper part of the first layer, wherein the bottom and the edge of the gabion retaining wall on the second layer and the upper part of the gabion retaining wall are required to be stranded with the lower layer of gabion retaining wall. And after the installation is finished, backfilling by using backfill soil to form the landscape gabion retaining wall.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention; thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Although the reference numerals in the figures are used more here: cylindrical gabions 1, square gabions 2, foundations 3, side panels 4, rear panels 5, front panels 6, long steel wires 7, etc., without excluding the possibility of using other terms; these terms are used merely to more conveniently describe and explain the nature of the present invention; they are to be construed in a manner that is inconsistent with the spirit of the invention.

Claims (10)

1. The landscape gabion retaining wall is characterized by comprising a plurality of retaining wall units arranged side by side, wherein each retaining wall unit comprises a square gabion (2) and a plurality of cylindrical gabions (1) arranged in the square gabion (2); the cylindrical gabion (1) and the square gabion (2) are assembled on a foundation (3); and the cylindrical gabion (1) and the square gabion (2) are vertical to the foundation (3), and stones are filled in the cylindrical gabion (1) and the square gabion (2).
2. The landscape gabion retaining wall of claim 1, wherein: and adjacent retaining wall units are stranded through long steel wires (7).
3. The landscape gabion retaining wall according to claim 1 or 2, wherein: cylindrical gabions (1) between adjacent retaining wall units are arranged in a staggered mode.
4. The landscape gabion retaining wall of claim 3, wherein: the cylindrical gabions (1) are 3-4 in number and are arranged in the square gabions (2) at equal intervals.
5. The landscape gabion retaining wall of claim 4, wherein: the distance between the adjacent cylindrical gabions (1) is consistent with the outer diameter of the cylindrical gabions (1).
6. The landscape gabion retaining wall of claim 1, wherein: the square gabion (2) comprises a front panel (6), a rear panel (5) and side panels (4); and the side panels (4) are sunken inwards, and the height and the radius of the sunken side panels (4) are consistent with those of the cylindrical gabion (1).
7. The landscape gabion retaining wall of claim 6, wherein: and the side panels (4) of the square gabions (2) are respectively connected with the adjacent cylindrical gabions (1) in a binding mode through long steel wires (7).
8. The landscape gabion retaining wall of claim 7, wherein: the cylindrical gabion (1) is a net cage made of metal wires, and the front panel (6), the rear panel (5) and the side panels (4) are all grid plates made of metal wires.
9. The landscape gabion retaining wall of claim 8, wherein: the front panel (6) and the rear panel (5) are respectively connected with the cylindrical gabion (1) through long steel wires in a binding mode.
10. The landscape gabion retaining wall of claim 1, wherein: and geotextile is laid outside the retaining wall unit.
CN201922498974.8U 2019-12-31 2019-12-31 Landscape gabion retaining wall Active CN211773858U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201922498974.8U CN211773858U (en) 2019-12-31 2019-12-31 Landscape gabion retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201922498974.8U CN211773858U (en) 2019-12-31 2019-12-31 Landscape gabion retaining wall

Publications (1)

Publication Number Publication Date
CN211773858U true CN211773858U (en) 2020-10-27

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201922498974.8U Active CN211773858U (en) 2019-12-31 2019-12-31 Landscape gabion retaining wall

Country Status (1)

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CN (1) CN211773858U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113931135A (en) * 2021-11-19 2022-01-14 大连理工大学 Column cage stone pile supporting cage type flashboard for blocking breach and burst and rapid emergency rescue method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113931135A (en) * 2021-11-19 2022-01-14 大连理工大学 Column cage stone pile supporting cage type flashboard for blocking breach and burst and rapid emergency rescue method

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