CN211773733U

CN211773733U - Ecological bank protection of hydraulic engineering

Info

Publication number: CN211773733U
Application number: CN201921176348.0U
Authority: CN
Inventors: 梁志峰
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-07-25
Filing date: 2019-07-25
Publication date: 2020-10-27
Anticipated expiration: 2029-07-25

Abstract

The utility model discloses an ecological bank protection of hydraulic engineering, including original side slope and cement stake, original side slope top is provided with the cement layer, be provided with the tree planting on the cement layer, be provided with hollow quadrangle brick on an original side slope lateral wall, be provided with the earial drainage canal between the hollow quadrangle brick, be provided with the vegetation groove in the hollow quadrangle brick, vegetation tank bottom is provided with the grit substrate, grit substrate bottom is provided with the reinforcing net. Has the advantages that: the utility model discloses a set up the cement stake, improved the stability of original side slope, damage the structure of the ecological bank protection of building when avoiding meetting the earthquake, through setting up side drain pipe and internal drainage pipe, can in time externally effusion when vegetation groove retaining is saturated, ensured the normal use of green planting, avoid green vegetation water logging to die, improved the bank protection ability.

Description

Ecological bank protection of hydraulic engineering

Technical Field

The utility model relates to an ecological bank protection technical field, concretely relates to ecological bank protection of hydraulic engineering.

Background

The ecological slope protection is a slope protection technology for supporting a slope or a side slope by basic knowledge of subjects such as comprehensive engineering mechanics, soil science, ecology, botany and the like to form a comprehensive slope protection system consisting of plants or engineering and plants. After the excavation side slope is formed, the surface layer of the side slope is protected and reinforced by planting plants and utilizing the interaction (root anchoring effect) of the plants, rocks and soil bodies, so that the requirement on the stability of the surface layer of the side slope can be met, the slope protection mode of the damaged natural ecological environment can be recovered, and the method is an effective slope protection and slope fixing means.

Common ecological bank protection of hydraulic engineering mostly all only has the level and smooth processing of cutting the slope when building, lacks the clamping and fixing processing to the slope, leads to the antidetonation of slope, the shearing resistance is more weak, leads to ecological bank protection to sink easily, and the vegetation groove of device mostly lacks the part of drainage simultaneously, causes green vegetation water submergence oxygen deficiency to death easily, loses the bank protection ability.

SUMMERY OF THE UTILITY MODEL

Technical problem to be solved

In order to overcome prior art not enough, now provide an ecological bank protection of hydraulic engineering, solve the most leveling that only cuts the slope of the ecological bank protection of hydraulic engineering when building, lack the clamping processing to the side slope, lead to the antidetonation of side slope, the shearing resistance is less strong, lead to ecological bank protection to sink easily, and the vegetation groove of device lacks the part of drainage mostly, cause the water submergence oxygen deficiency of green vegetation to die easily, lose the problem of bank protection ability.

(II) technical scheme

The utility model discloses a following technical scheme realizes: the utility model provides an ecological bank protection of hydraulic engineering, including original side slope and cement stake, original side slope top is provided with the cement blanket, be provided with the tree planting on the cement blanket, be provided with hollow quadrangle brick on the lateral wall of original side slope, be provided with the drainage canal between the hollow quadrangle brick, be provided with the vegetation groove in the hollow quadrangle brick, vegetation groove bottom is provided with the grit substrate, grit substrate bottom is provided with the reinforcing net, be provided with the side drain pipe on the inside lateral wall of hollow quadrangle brick, be provided with the internal drainage pipe on the inside another lateral wall of hollow quadrangle brick, hollow quadrangle brick bottom is provided with pours the commercial concrete dado, it is provided with the lead wire stone cage to pour commercial concrete dado one side, be provided with the cobblestone in the lead wire stone cage, be provided with the cement stake in the original side slope.

Further, the cement layer is connected with the original side slope in a pouring mode.

By adopting the technical scheme, the cement layer is used for clamping and fixing the top soil of the original side slope.

Further, the hollow quadrangular bricks are in lap joint with the original side slope.

Through adopting above-mentioned technical scheme, the earial drainage canal is used for the ponding of drainage device surface.

Furthermore, the cement pile is inserted into the original side slope, and the reinforcing net is connected with the original side slope in a clamping and pressing mode.

By adopting the technical scheme, the cement pile is used for clamping and fixing the stability of the original side slope.

Further, the gravel substrate is in lap joint with the reinforcing net.

By adopting the technical scheme, the reinforcing net is used for further protecting the soil of the original side slope.

Furthermore, the side drain pipe and the inner drain pipe are both formed on the hollow quadrangular brick, and the poured commercial concrete retaining wall is connected with the original side slope in a pouring mode.

By adopting the technical scheme, the pouring commercial concrete retaining wall is used for protecting the original side slope from being washed by river water flow.

Furthermore, the plumbous silk gabion with pour merchant's concrete dado overlap joint, the cobblestone with the plumbous silk gabion is connected through the mode of card pressure.

By adopting the technical scheme, the lead wire gabion and the cobblestones can reduce the scouring of river water flow.

(III) advantageous effects

Compared with the prior art, the utility model, following beneficial effect has:

1. in order to solve the problems that most of the existing hydraulic engineering ecological revetments are only subjected to slope cutting leveling treatment during construction, and are lack of clamping treatment on the side slope, so that the side slope is weak in anti-seismic and anti-shearing force, and the ecological revetments are easy to sink, the cement pile column is arranged, so that the stability of the original side slope is improved, and the damage to the structure of the constructed ecological revetments during an earthquake is avoided;

2. for solving the most part that lacks the drainage in the vegetation groove of the ecological bank protection of current hydraulic engineering, cause green vegetation water submergence oxygen deficiency dead easily, lose the problem of bank protection ability, the utility model discloses a set up side drain pipe and inner drain pipe, can in time externally effusion when vegetation groove retaining is saturated, ensured the normal use of green planting, avoid green vegetation water to drown, improved the bank protection ability.

Drawings

FIG. 1 is a front view of the ecological bank protection of hydraulic engineering

Fig. 2 is a connection relation schematic diagram of original side slope and cement stake in ecological bank protection of hydraulic engineering.

The reference numerals are explained below:

1. an original side slope; 2. a cement layer; 3. pouring commercial concrete dado; 4. hollow square bricks; 5. a drainage channel; 6. A vegetation trough; 7. a plumbous gabion; 8. cobblestones; 9. a side drain pipe; 10. a sandstone substrate; 11. reinforcing the net; 12. a cement pile column; 13. planting trees; 14. an inner water drainage pipe.

Detailed Description

In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.

As shown in fig. 1-2, an ecological slope protection for hydraulic engineering includes an original slope 1 and cement piles 12, a cement layer 2 is disposed on the top of the original slope 1, tree planting 13 is disposed on the cement layer 2, hollow rectangular bricks 4 are disposed on one side wall of the original slope 1, drainage channels 5 are disposed between the hollow rectangular bricks 4, vegetation troughs 6 are disposed in the hollow rectangular bricks 4, sandstone substrates 10 are disposed at the bottoms of the vegetation troughs 6, a reinforcing net 11 is disposed at the bottom of the sandstone substrates 10, a side drainage pipe 9 is disposed on one side wall inside the hollow rectangular bricks 4, an inner drainage pipe 14 is disposed on the other side wall inside the hollow rectangular bricks 4, poured commercial concrete protection walls 3 are disposed at the bottoms of the hollow rectangular bricks 4, lead wire gabions 7 are disposed on one side of the poured commercial concrete protection walls 3, pebbles 8 are disposed in the lead wire gabions 7, and cement piles 12 are disposed in the original slope 1.

As shown in figure 1, a cement layer 2 is connected with an original side slope 1 in a pouring mode, and the cement layer 2 is used for clamping top soil of the original side slope 1.

Further, the hollow square bricks 4 are in lap joint with the original side slope 1, and the drainage channels 5 are used for draining accumulated water on the surface of the device.

As shown in fig. 1 and 2, the cement piles 12 are inserted into the original side slope 1, the reinforcing net 11 is connected with the original side slope 1 by clamping and pressing, and the cement piles 12 are used for clamping and fixing the stability of the original side slope 1.

As shown in fig. 1 and 2, the sand substrate 10 is overlapped with a reinforcing net 11, and the reinforcing net 11 is used for further protecting the soil of the original slope 1.

As shown in figure 1, the side drain pipes 9 and the inner drain pipes 14 are formed on the hollow quadrangular bricks 4, the poured commercial concrete retaining wall 3 is connected with the original side slope 1 in a pouring manner, and the poured commercial concrete retaining wall 3 is used for protecting the original side slope 1 from being washed by river water flow.

As shown in figure 1, the lead wire gabion 7 is overlapped with the poured commercial concrete retaining wall 3, the cobblestones 8 are connected with the lead wire gabion 7 in a clamping and pressing mode, and the lead wire gabion 7 and the cobblestones 8 can reduce the washing of river water flow.

The utility model provides a pair of hydraulic engineering ecological bank protection's theory of operation: firstly, the reinforcement is paved on an original slope 1 subjected to slope cutting treatment, then a hollow quadrangular brick 4 is fixed on a reinforcement net 11 through coarse dust, then a gravel substrate 10 is uniformly sprinkled in a vegetation groove 6 in the hollow quadrangular brick 4, meanwhile, vegetation is buried in the vegetation groove 6 through soil, finally, a plumbous silk gabion 7 filled with cobblestones 8 is placed on one side of a poured commercial concrete protective wall 3, the installation can be completed, when the device is subjected to rainy days or river water flow scouring, accumulated water in the vegetation groove 6 is outwards discharged from a side drain pipe 9 and an inner drain pipe 14 after saturation, the accumulated water flows into a river channel, the vegetation is prevented from being submerged by water and being dead, the slope protection capability is lost, in addition, a cement pile 12 in the device can improve the stability of the original slope 1, stronger earthquake protection and shearing resistance can be effectively provided when an earthquake occurs, and ecological slope protection construction is prevented from being damaged.

The above-described embodiments are merely illustrative of the preferred embodiments of the present invention and are not intended to limit the spirit and scope of the present invention. Without departing from the design concept of the present invention, various modifications and improvements made by the technical solution of the present invention by those skilled in the art should fall into the protection scope of the present invention, and the technical contents claimed by the present invention have been fully recorded in the claims.

Claims

1. The utility model provides an ecological bank protection of hydraulic engineering which characterized in that: the ecological greening system comprises an original side slope (1) and a cement pile (12), wherein a cement layer (2) is arranged at the top of the original side slope (1), tree planting (13) is arranged on the cement layer (2), hollow quadrangular bricks (4) are arranged on one side wall of the original side slope (1), drainage channels (5) are arranged among the hollow quadrangular bricks (4), vegetation grooves (6) are formed in the hollow quadrangular bricks (4), gravel substrates (10) are arranged at the bottoms of the vegetation grooves (6), reinforcing nets (11) are arranged at the bottoms of the gravel substrates (10), side drainage pipes (9) are arranged on one side wall inside the hollow quadrangular bricks (4), inner drainage pipes (14) are arranged on the other side wall inside the hollow quadrangular bricks (4), pouring commercial concrete retaining walls (3) are arranged at the bottoms of the hollow quadrangular bricks (4), lead wire gabions (7) are arranged on one side of the pouring commercial concrete retaining walls (3), cobblestones (8) are arranged in the lead wire gabion (7), and the cement pile column (12) is arranged in the original side slope (1).

2. The ecological bank protection of hydraulic engineering of claim 1, characterized in that: and the cement layer (2) is connected with the original side slope (1) in a pouring manner.

3. The ecological bank protection of hydraulic engineering of claim 1, characterized in that: the hollow quadrangular bricks (4) are lapped with the original side slope (1).

4. The ecological bank protection of hydraulic engineering of claim 1, characterized in that: the cement pile column (12) is spliced with the original side slope (1), and the reinforcing net (11) is connected with the original side slope (1) in a clamping and pressing mode.

5. The ecological bank protection of hydraulic engineering of claim 1, characterized in that: the sand-stone substrate (10) is in lap joint with the reinforcing net (11).

6. The ecological bank protection of hydraulic engineering of claim 1, characterized in that: the side drainage pipe (9) and the inner drainage pipe (14) are formed on the hollow quadrangular brick (4), and the pouring commercial concrete retaining wall (3) is connected with the original side slope (1) in a pouring mode.

7. The ecological bank protection of hydraulic engineering of claim 1, characterized in that: the lead wire gabion (7) is in lap joint with the pouring commercial concrete retaining wall (3), and the cobblestones (8) are connected with the lead wire gabion (7) in a clamping and pressing mode.