CN212983903U - Lead wire gabion retaining wall for roadbed protection engineering - Google Patents

Lead wire gabion retaining wall for roadbed protection engineering Download PDF

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Publication number
CN212983903U
CN212983903U CN202021451491.9U CN202021451491U CN212983903U CN 212983903 U CN212983903 U CN 212983903U CN 202021451491 U CN202021451491 U CN 202021451491U CN 212983903 U CN212983903 U CN 212983903U
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China
Prior art keywords
gabion
retaining
reinforcing layer
lead wire
road
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Active
Application number
CN202021451491.9U
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Chinese (zh)
Inventor
黄洋
周清学
张东
易勇旭
赵锐超
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Sichuan Road and Bridge Group Co Ltd
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Sichuan Road and Bridge Group Co Ltd
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Priority to CN202021451491.9U priority Critical patent/CN212983903U/en
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Abstract

The utility model discloses a lead wire gabion retaining wall that road bed protection engineering used, including a back up coat, the back up coat is laid in the nearly road slope face of massif, and the gabion is placed in the nearly mountain side in road surface, and the gabion is the echelonment and is placed, and gabion and reinforcement layer contact, anchor rod A set up in the gabion bottom, make and keep the fastening between gabion and ground and gabion, and anchor rod B anchors in the back up coat, makes the gabion and back up coat keep the fastening, and ecological cage is placed on the ladder that the gabion is constituteed, and the drainage canal sets up in the road both sides, and the drainage canal sets up in bottommost gabion one side. The utility model discloses the back up coat consolidates domatic, and gabion retaining wall builds in the back up coat surface, further consolidates the soil dyke, avoids the soil dyke to slide and collapse, fixes the gabion retaining wall through stock A and stock B, has strengthened retaining wall to landslide and the protection that collapses, and the rainwater has increased the drainage ability of retaining wall in collecting the drainage canal at last because of gravity infiltration to gabion bottom.

Description

Lead wire gabion retaining wall for roadbed protection engineering
Technical Field
The utility model relates to a road engineering field, what specifically say is a plumbous silk gabion retaining wall that road bed protection engineering used.
Background
Retaining walls, revetments, are used to ensure that the earth embankments resist sliding and collapse. Traditional retaining walls and revetments are made of various types of concrete, solid materials, stone, sleepers, bricks and stones, and concrete blocks. In recent years, precast and mortarless blocks have found wide acceptance and popularity for use in the construction of retaining walls, revetments and the like. In the construction of retaining walls and revetments, in the above-described type, it is generally used to form composite block rows, and these block rows are positioned one on top of the other and integrated with each other to form a structure called a one-sided retaining wall and revetments; generally, the drainage, safety, or durability against pollution, aging, oxidation, etc. are important items to be considered based on the functionality of retaining walls and revetment and the engineering requirements.
The existing lead wire gabion retaining wall is the most common retaining wall type, is good in water permeability and high in technical maturity, but is hard and unattractive due to the fact that the gabion mesh is exposed outside, and exposed all the year round, so that the lead wire gabion retaining wall is easy to steal by lawbreakers, and once the gabion mesh is damaged, the retaining wall structure is randomly damaged and is difficult to repair. Because the water permeability of gabion retaining wall is fabulous, water can be because the gravity infiltration down, behind the ponding too much, ponding can flow on the road surface, causes the road surface to wet and slide, and the fixity is poor.
SUMMERY OF THE UTILITY MODEL
Therefore, in order to solve the above-mentioned not enough, the utility model provides an elegant appearance here, the gabion silk screen is difficult for being stolen, and the fixity is good, and is not fragile, the plumbous silk gabion retaining wall that the road bed protection engineering of the drainage of being convenient for was used.
The utility model discloses a realize like this, construct a lead wire gabion retaining wall that road bed protection engineering used, including a back up coat, the back up coat is laid in the nearly road slope surface of massif, and the gabion is placed in the nearly massif side in road surface, the gabion is the echelonment and is placed, gabion and reinforcement layer contact, anchor pole A set up in the gabion bottom, make and keep the fastening between gabion and ground and gabion, anchor pole B anchor in reinforcing the in situ, make gabion and back up coat keep the fastening, and ecological cage is placed on the ladder that the gabion is constituteed, and the drainage canal sets up in the road both sides, the drainage canal sets up in bottommost gabion one side.
Furthermore, the ecological cage is bound with the gabion.
Further, the bottom is provided with the hole that leaks in the ecological cage, it has rubble and earth to fill by bottom to top in the ecological cage, it has green planting to plant in the ecological cage.
Furthermore, the material of the gabion is low-carbon galvanized plastic-coated steel, and stones are filled in the gabion.
Furthermore, a drain hole is formed in the reinforcing layer, and the drain hole extends from the top of the reinforcing layer to the bottom of the side face of the reinforcing layer and is communicated with the reinforcing layer.
Furthermore, a green plant layer is paved on the upper end face of the reinforcing layer.
Furthermore, the side road surface of the drainage channel close to the gabion inclines downwards from the bottom of the reinforcing layer to the drainage channel.
Further, the inclination angle of the pavement is 4-8 degrees.
The utility model has the advantages of as follows: the utility model relates to a rationally, elegant appearance, the back up coat is consolidated domatic, and gabion retaining wall builds in the back up coat surface, further consolidates the soil dyke, avoids the soil dyke to slide and collapse, fixes the gabion retaining wall through stock A and stock B, has strengthened the protection that the retaining wall is to landslide and collapse, and the rainwater is because of gravity infiltration to gabion bottom, in collecting the drainage canal at last, has increased the drainage ability of retaining wall.
The ecological cage of reasonable design plants green planting in the ecological cage, makes retaining wall elegant appearance, and the environmental protection, and ponding spills along with ecological cage bottom hole that leaks, has increased the drainage ability of retaining wall, and has the guard action to green planting, avoids green planting to drown.
The reasonable design wash port, the water at reinforcing layer top flows to the slope road surface through the drainage hole, collects in the drainage canal, has improved retaining wall's drainage ability.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
in the figure: 100. a reinforcement layer; 101. a drain hole; 200. a green plant layer; 300. a gabion; 301. an anchoring rod A; 302. an anchor rod B; 400. an ecological cage; 500. a drainage channel.
Detailed Description
The present invention will be described in detail with reference to the accompanying fig. 1, and the technical solutions in the embodiments of the present invention will be clearly and completely described, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
The utility model provides a lead wire gabion retaining wall for roadbed protection engineering, which comprises a reinforcing layer 100, wherein the reinforcing layer 100 is laid on the slope surface of a mountain near the road, a gabion 300 is placed on the side of the mountain near the road, the gabion 300 is placed in a ladder shape, the gabion 300 is in contact with the reinforcing layer 100, an anchoring rod A301 is arranged at the bottom of the gabion 300, so that the gabion 300 is fastened with the ground and between the gabion 300 and the gabion 300, an anchoring rod B302 is anchored in the reinforcing layer 100, so that the gabion 300 is fastened with the reinforcing layer 100, an ecological cage 400 is placed on a ladder formed by the gabion 300, a drainage channel 500 is arranged on both sides of the road, the drainage channel 500 is arranged on one side of the bottom gabion 300, the reinforcing layer 100 reinforces the slope surface, the gabion 300 is laid on the surface of the reinforcing layer 100, the earth dike is further reinforced, the earth dike is prevented from sliding and collapsing, the gabion wall is fixed through an anchor rod A301 and an, the fixity of reinforcing retaining wall has strengthened the retaining wall to the landslide with the protection that collapses, the rainwater is because of gravity infiltration to gabion bottom, collects the drainage channel 500 in at last, has increased the drainage ability of retaining wall.
Further, ecological cage 400 with gabion 300 is binded, and ecological cage 400 keeps fastening with gabion 300, and ecological cage 400 is difficult for dropping, has increased retaining wall's security.
Further, the bottom is provided with the hole that leaks in ecological cage 400, it has rubble and earth to fill by going up in ecological cage 400, planting has green planting in ecological cage 400, plants green planting in ecological cage 400, makes retaining wall elegant appearance, and the environmental protection, ponding spill along with ecological cage 400 bottom hole that leaks, has increased the drainage ability of retaining wall, and has the guard action to green planting, avoids green planting to drown.
Furthermore, the material of the gabion 300 is low-carbon galvanized plastic-coated steel, stones are filled in the gabion 300, corrosion resistance is achieved, gaps among the stones are large, and rainwater can permeate conveniently.
Furthermore, a drain hole 101 is formed in the reinforcing layer 100, the drain hole 101 extends from the top of the reinforcing layer 100 to the bottom of the side surface of the reinforcing layer 100 and is communicated with the top of the reinforcing layer 100, and water at the top of the reinforcing layer 100 flows to an inclined road surface through the drain hole 101 and is collected in the drainage channel 500, so that the drainage capacity of the retaining wall is improved.
Furthermore, a layer of green plant layer 200 is laid on the upper end surface of the reinforcing layer 100, and a layer of green plant layer 200 is arranged on the top of the reinforcing layer 100, so that the attractiveness of the retaining wall is improved.
Further, the side of the drainage channel 500 close to the gabion 300 is inclined downwards from the bottom of the reinforcing layer 100 to the drainage channel 500.
Further, the inclination angle of the pavement is 4-8 degrees.
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.

Claims (8)

1. The utility model provides a lead wire gabion retaining wall that road bed protection engineering used which characterized in that: comprises that
A reinforcing layer (100) is paved on the slope of the mountain near the road;
the gabion (300) is placed on the side, close to a mountain, of the road surface, the gabion (300) is placed in a step shape, and the gabion (300) is in contact with the reinforcing layer (100);
the anchoring rod A (301) is arranged at the bottom of the gabion (300) and enables the gabion (300) to be fastened with the ground and the gabion (300) to be fastened with the gabion (300);
the anchoring rod B (302) is anchored in the reinforcing layer (100) to ensure that the gabion (300) and the reinforcing layer (100) are kept fastened;
the ecological cage (400) is placed on the ladder formed by the gabions (300);
the drainage channel (500) is arranged on two sides of a road, and the drainage channel (500) is arranged on one side of the bottommost gabion (300).
2. The lead wire gabion retaining wall for roadbed protection engineering according to claim 1, characterized in that: the ecological cage (400) is bound with the gabion (300).
3. The lead wire gabion retaining wall for roadbed protection engineering according to claim 1, characterized in that: the bottom is provided with the hole that leaks in ecological cage (400), it has rubble and earth to fill by bottom to top in ecological cage (400), it has green planting to plant in ecological cage (400).
4. The lead wire gabion retaining wall for roadbed protection engineering according to claim 1, characterized in that: the material of the gabion (300) is low-carbon galvanized plastic-coated steel, and stones are filled in the gabion (300).
5. The lead wire gabion retaining wall for roadbed protection engineering according to claim 1, characterized in that: a drain hole (101) is formed in the reinforcing layer (100), and the drain hole (101) extends from the top of the reinforcing layer (100) to the bottom of the side face of the reinforcing layer (100) and is communicated with the reinforcing layer.
6. The lead wire gabion retaining wall for roadbed protection engineering according to claim 1, characterized in that: and a green plant layer (200) is paved on the upper end surface of the reinforcing layer (100).
7. The lead wire gabion retaining wall for roadbed protection engineering according to claim 1, characterized in that: the road surface of the side of the drainage channel (500) close to the gabion (300) inclines downwards from the bottom of the reinforcing layer (100) to the drainage channel (500).
8. The lead wire gabion retaining wall for roadbed protection engineering according to claim 1, characterized in that: the inclination angle of the pavement is 4-8 degrees.
CN202021451491.9U 2020-07-22 2020-07-22 Lead wire gabion retaining wall for roadbed protection engineering Active CN212983903U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021451491.9U CN212983903U (en) 2020-07-22 2020-07-22 Lead wire gabion retaining wall for roadbed protection engineering

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021451491.9U CN212983903U (en) 2020-07-22 2020-07-22 Lead wire gabion retaining wall for roadbed protection engineering

Publications (1)

Publication Number Publication Date
CN212983903U true CN212983903U (en) 2021-04-16

Family

ID=75428920

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202021451491.9U Active CN212983903U (en) 2020-07-22 2020-07-22 Lead wire gabion retaining wall for roadbed protection engineering

Country Status (1)

Country Link
CN (1) CN212983903U (en)

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