CN216339323U

CN216339323U - River course banket structure

Info

Publication number: CN216339323U
Application number: CN202122844292.5U
Authority: CN
Inventors: 陈鹭星; 陈思东; 陈华荣
Original assignee: Keshui Engineering Management Co ltd
Current assignee: Keshui Engineering Management Co ltd
Priority date: 2021-11-19
Filing date: 2021-11-19
Publication date: 2022-04-19
Anticipated expiration: 2031-11-19

Abstract

The utility model belongs to the technical field of riverways, and particularly relates to a riverway foot protection structure which comprises a slope, wherein a base is arranged on one side of the slope, a fixing column is arranged at the top of the base, a positioning opening is formed in one end of the fixing column, a gabion shell is arranged at the top of the fixing column, a protective net is arranged on the surface of the gabion shell, broken stones are arranged inside the gabion shell, an anti-corrosion layer and a reinforcing layer are respectively arranged on the inner wall of the gabion shell, and sockets are formed in four corners of the top of the gabion shell. The threaded rod is inserting socket and locating hole intraoral back, and the threaded rod can be connected with the fixed column, and the threaded rod that inserts the locating hole makes and forms firm relation of connection between base, gabion shell and the concrete layer to when meetting great flood disaster, base, gabion shell, rubble and concrete layer can not become flexible easily, can be good protect the river course embankment, effectively avoid banket structure insecure, can effectively resist the flood disaster for a long time.

Description

River course banket structure

Technical Field

The utility model belongs to the technical field of riverways, and particularly relates to a riverway foot protection structure.

Background

The river water flowing route is generally a waterway capable of navigation, the river channel is divided into five levels, namely a first-level river channel, a second-level river channel, a third-level river channel, a fourth-level river channel and a fifth-level river channel, the aim of leveling the river channel is to form greening river-sealing grass-growing, vegetation recovery, poplar dust suppression, pollution source control and ecological river channel formation along two banks of the river, the river channel is segmented to form an ornamental water surface or a wider green land landscape, and the river channel is properly built into a more concentrated scenic spot by combining greening.

At present, in order to protect river banks from water flow, wind wave invasion, scouring and water and soil loss, a foot protection structure is used for protecting the river banks, but the existing foot protection structure is not firm enough, is easy to loosen and cannot resist flood disasters for a long time, so that the foot protection structure for the river banks needs to be used.

SUMMERY OF THE UTILITY MODEL

To solve the problems set forth in the background art described above. The utility model provides a river channel foot protection structure, which solves the problems that the existing foot protection structure is not firm enough, is easy to loosen and cannot resist flood disasters for a long time.

In order to achieve the purpose, the utility model provides the following technical scheme: the utility model provides a river course banket structure, includes the bank, one side of bank is provided with the base, the top of base is provided with the fixed column, the one end of fixed column is provided with the location mouth, the top of fixed column is provided with the gabion shell, the surface mounting of gabion shell has the protection network, the inside of gabion shell is provided with the rubble, the inner wall of gabion shell is provided with corrosion resistant layer and back up coat respectively, the top four corners of gabion shell is provided with the socket, the upper surface of gabion shell is provided with concrete layer, concrete layer's upper surface is provided with the threaded rod, concrete layer's top is provided with the inserted bar.

Preferably, the inner wall of the corrosion-resistant layer is provided with an iron-based alloy layer and a nickel-based alloy layer respectively, and the nickel-based alloy layer is located on one side of the iron-based alloy layer.

Preferably, an aluminum lithium alloy layer and a magnesium alloy layer are respectively arranged on the inner wall of the reinforcing layer, a titanium aluminum alloy layer is arranged on one side of the magnesium alloy layer, and the magnesium alloy layer is positioned on one side of the aluminum lithium alloy layer.

Preferably, the number of the fixed columns is four, and the fixed columns are all arranged on the same horizontal line.

Preferably, the threaded rods are connected with the fixed columns, and the number of the threaded rods is four.

Preferably, the number of the inserted bars is two, and the inserted bars are connected with the slope.

Compared with the prior art, the utility model has the beneficial effects that:

the threaded rod is inserting socket and locating hole intraoral back, and the threaded rod can be connected with the fixed column, and the threaded rod that inserts the locating hole makes and forms firm relation of connection between base, gabion shell and the concrete layer to when meetting great flood disaster, base, gabion shell, rubble and concrete layer can not become flexible easily, can be good protect the river course embankment, effectively avoid banket structure insecure, can effectively resist the flood disaster for a long time.

Drawings

The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the principles of the utility model and not to limit the utility model. In the drawings:

FIG. 1 is a perspective view of the present invention;

FIG. 2 is a perspective view of the fixing post of the present invention;

FIG. 3 is a perspective view of the gabion shell of the present invention;

FIG. 4 is a perspective cross-sectional view of the gabion shell of the utility model;

FIG. 5 is a cross-sectional view of a corrosion-resistant layer of the present invention;

FIG. 6 is a cross-sectional view of a reinforcement layer of the present invention.

In the figure: 1, a slope bank; 2, a base; 3, fixing a column; 4, positioning a port; 5, a gabion shell; 6, a protective net; 7, crushing stone; 8, corrosion resistant layer; 801 iron-based alloy layer; an 802 nickel-based alloy layer; 9 a reinforcing layer; 901 an aluminum lithium alloy layer; 902 a magnesium alloy layer; 903 a titanium aluminum alloy layer; 10, a socket; 11 a concrete layer; 12 a threaded rod; 13 inserting the rod.

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

Referring to fig. 1-6, the present invention provides the following technical solutions: the utility model provides a river course banket structure, including bank 1, one side of bank 1 is provided with base 2, the top of base 2 is provided with fixed column 3, the one end of fixed column 3 is provided with location mouth 4, the top of fixed column 3 is provided with gabion shell 5, the surface mounting of gabion shell 5 has protection network 6, the inside of gabion shell 5 is provided with rubble 7, the inner wall of gabion shell 5 is provided with corrosion resistant layer 8 and back up coat 9 respectively, the top four corners of gabion shell 5 is provided with socket 10, the upper surface of gabion shell 5 is provided with concrete layer 11, concrete layer 11's upper surface is provided with threaded rod 12, concrete layer 11's top is provided with inserted bar 13.

When the river bank needs to be protected, a worker inserts the fixed columns 3 into the base 2 in advance, then pours concrete onto the base 2 to keep the fixed columns 3 inserted into the base 2 stable enough, after the fixed columns 3 are installed and fixed, the worker places the gabion shell 5 at a proper position, after the gabion shell 5 is placed, the fixed columns 3 are inserted into the sockets 10 on the gabion shell 5, then inserts the threaded rods 12 into the sockets 10 and the positioning ports 4 to connect the threaded rods 12 with the fixed columns 13, and the threaded rods 12 inserted into the positioning ports 4 enable the base 2, the gabion shell 5 and the concrete layer 11 to form a firm connection relationship, so that when a large flood disaster occurs, the base 2, the gabion shell 5, the broken stones 7 and the concrete layer 11 cannot be easily loosened, the river bank can be well protected, and the insecure of a foot protection structure is effectively avoided, the anti-corrosion gabion shell can effectively resist flood disasters, the reinforcement layer 9 consisting of the aluminum-lithium alloy layer 901, the magnesium alloy layer 902 and the titanium-aluminum alloy layer 903 enables the gabion shell 5 to have high-strength performance, broken stones 7 in the gabion shell 5 cannot be easily dispersed, and the stability of a foot protector can be effectively improved, the corrosion-resistant layer 8 consisting of the iron-based alloy layer 801 and the nickel-based alloy layer 802 enables the gabion shell 5 to have good corrosion resistance, so that the gabion shell 5 can protect a slope bank for a long time, and the service life of the foot protector can be effectively prolonged.

In one aspect of this embodiment, the reinforcing layer 9 composed of the aluminum-lithium alloy layer 901, the magnesium alloy layer 902, and the titanium-aluminum alloy layer 903 enables the gabion shell 5 to have high strength, so that the crushed stones 7 in the gabion shell 5 cannot be easily dispersed, and the stability of the toe guard can be effectively improved.

In one aspect of this embodiment, the corrosion-resistant layer 8 composed of the iron-based alloy layer 801 and the nickel-based alloy layer 802 enables the gabion shell 5 to have good corrosion resistance, so that the gabion shell 5 can protect a slope for a long time, and the service life of the gabion shell 5 can be effectively prolonged.

In one aspect of this embodiment, when the gabion shell is in place the suitable position after, the staff inserts the threaded rod in the socket on the gabion shell, makes the one end of threaded rod insert the locating hole on the fixed column, makes gabion shell, concrete layer keep sufficient stability.

In one aspect of the embodiment, the fixing posts 3 on the same horizontal line are used to maintain sufficient stability of the placed gabion shell 5, and to prevent the gabion shell 5 from being washed away by river water.

In one aspect of this embodiment, after concrete layer 11 is placed on gabion shell 5, the worker connects the insertion rod 13 with the slope 1 through concrete layer 11, and insertion rod 13 keeps concrete layer 11 fixed with slope 1.

Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that changes may be made in the embodiments and/or equivalents thereof without departing from the spirit and scope of the utility model. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims

1. The utility model provides a river course banket structure, includes bank (1), its characterized in that: one side of bank (1) is provided with base (2), the top of base (2) is provided with fixed column (3), the one end of fixed column (3) is provided with location mouth (4), the top of fixed column (3) is provided with gabion shell (5), the surface mounting of gabion shell (5) has protection network (6), the inside of gabion shell (5) is provided with rubble (7), the inner wall of gabion shell (5) is provided with corrosion-resistant layer (8) and back up coat (9) respectively, the top four corners of gabion shell (5) are provided with socket (10), the upper surface of gabion shell (5) is provided with concrete layer (11), the upper surface of concrete layer (11) is provided with threaded rod (12), the top of concrete layer (11) is provided with inserted bar (13).

2. The river channel foot protection structure according to claim 1, wherein: the inner wall of the corrosion-resistant layer (8) is respectively provided with an iron-based alloy layer (801) and a nickel-based alloy layer (802), and the nickel-based alloy layer (802) is positioned on one side of the iron-based alloy layer (801).

3. The river channel foot protection structure according to claim 1, wherein: the inner wall of the reinforcing layer (9) is respectively provided with an aluminum lithium alloy layer (901) and a magnesium alloy layer (902), one side of the magnesium alloy layer (902) is provided with a titanium aluminum alloy layer (903), and the magnesium alloy layer (902) is positioned on one side of the aluminum lithium alloy layer (901).

4. The river channel foot protection structure according to claim 1, wherein: the number of the fixed columns (3) is four, and the fixed columns are all arranged on the same horizontal line.

5. The river channel foot protection structure according to claim 1, wherein: the threaded rods (12) are connected with the fixing columns (3), and the number of the threaded rods (12) is four.

6. The river channel foot protection structure according to claim 1, wherein: the number of the inserted bars (13) is two, and the inserted bars (13) are connected with the slope bank (1).