CN220284708U

CN220284708U - Assembled river levee module

Info

Publication number: CN220284708U
Application number: CN202321653113.2U
Authority: CN
Inventors: 肖庆成; 雷迅; 伍丹; 卢江; 谢要松; 张军; 李钦
Original assignee: Hunan Dongfanghong Architectural Design And Research Institute Co ltd
Current assignee: Hunan Dongfanghong Architectural Design And Research Institute Co ltd
Priority date: 2023-06-28
Filing date: 2023-06-28
Publication date: 2024-01-02
Anticipated expiration: 2033-06-28

Abstract

The utility model discloses an assembled river levee module, which comprises a plate body, a brittle glass pipe and a circular pipe; the plate body is internally provided with ribs and brittle glass tubes, and then is formed by pouring; the plate body is provided with a through hole; round tubes are arranged at the upper end and the lower end of the plate body in a staggered way; when the adjacent modules are installed, the limiting rod penetrates through the round tube of the adjacent modules. The built-in brittle glass tube can realize flood control and early warning of the dam to a certain extent; the cement board is provided with the round pipes, the angle of the mutual connection is adjustable, and the installation is quicker.

Description

Assembled river levee module

Technical Field

The utility model belongs to the technical field of river levee flood control, and particularly relates to an assembled river levee module.

Background

The existing river dikes are made of loess and cement, the dikes are easily affected by termites, and the loess is easy to break under the erosion of river water all the year round. Part of river levees are built by stones and reinforced by steel wires, and the dam takes time and is large in environmental damage caused by quarrying. Some river levees made of marble are time-consuming and labor-consuming, and after being eroded by water flow, the land under the stone can be washed down, so that the dykes and dams collapse.

Disclosure of Invention

The utility model mainly aims to provide an assembled river dike module capable of carrying out flood control early warning.

The assembled river dike module provided by the utility model comprises a plate body, a brittle glass pipe and a circular pipe; the plate body is internally provided with ribs and brittle glass tubes, and then is formed by pouring; the plate body is provided with a through hole; round tubes are arranged at the upper end and the lower end of the plate body in a staggered way; when the adjacent modules are installed, the limiting rod penetrates through the round tube of the adjacent modules.

In one embodiment of the above module, the plate body is a cement plate, and multiple rows of reinforcing steel bars are respectively arranged in the cement plate along the transverse direction and the vertical direction.

In one embodiment of the above module, two brittle glass tubes are arranged on the steel bars in a transverse and vertical mode; the brittle glass tube is round, and is internally provided with a coloring agent.

In one embodiment of the above module, the upper end of the cement board is convex arc, and the lower end is concave arc.

In one embodiment of the above module, four round tubes are arranged at the upper end of the cement board at fixed intervals, and the interval length is the same as the round tube length; four circular tubes are arranged at the lower end of the cement board corresponding to the interval positions.

In one embodiment of the above module, a short steel bar is arranged at the bottom end of the round tube, and is placed at a corresponding position before the cement board is cast and formed, and is cast and formed together with the cement board to be fixed.

In one embodiment of the above module, the cement board is provided with four rectangular through holes.

The beneficial effects of the utility model are as follows:

1. the built-in dyeing device can realize dam flood control early warning to a certain extent.

2. The cement board is provided with the round pipes, the angle of the mutual connection is adjustable, and the installation is quicker.

3. The reserved holes are filled with cement to form a water-proof ditch, so that the flood-proof function is better.

4. The assembly type mode can be adopted for installation, the installation time is fast, and the method has the advantages of fast installation speed and easy forming for part of protective dykes and dams which need seasonal construction.

Drawings

FIG. 1 is a schematic diagram of an axial structure according to an embodiment of the present utility model. (lower circular tube of Cement plate is not shown)

Fig. 2 is a schematic cross-sectional structure of fig. 1.

Fig. 3 is a schematic view of the wave block of fig. 1 after installation.

Fig. 4 is a schematic view of the usage state of fig. 1.

Detailed Description

As can be seen in combination with fig. 1 and 2, the fabricated river dike module disclosed in this embodiment includes a cement board 1, a brittle glass pipe 2 and a round pipe 3.

Five rows of steel bars are respectively arranged in the cement board 1 along the transverse direction and the vertical direction, two brittle glass tubes 2 are also arranged on the steel bars, and cement is poured after the brittle glass tubes are arranged to form a board body. The brittle glass tube is round, and a red coloring agent is arranged in the brittle glass tube.

The strength and toughness of the cement board can be enhanced by arranging the reinforcing steel bars. Flood control early warning can be carried out on the built-in brittle glass tube, when the module is aged or the land is broken and cracks are generated in the module, the red coloring agent in the module can be slowly dissolved into a river channel, and the warning function is achieved.

The upper end of the cement board is in a convex arc shape, and the lower end is in a concave arc shape. Four round tubes 3 are arranged at fixed intervals on the upper end of the cement board. The interval length is the same as the round tube length. Four circular tubes are arranged at the lower end of the cement board corresponding to the interval positions.

The bottom end of the round tube 3 is provided with a short steel bar which is placed at a corresponding position before the cement board is poured and formed, and the short steel bar and the cement board are poured and formed together and fixed.

Four rectangular through holes are formed in the cement board. The position of the through hole avoids the steel bar and the brittle glass tube.

As shown in fig. 3, the wave releasing block can be additionally arranged in the mode, the tail part of the wave releasing block is inserted into the through hole, and the head part compresses and limits the cement board of the module. Is suitable for sea and river crossing with great tide.

As shown in fig. 4, when the present module is installed:

1. the inner side surface of the dam and the bottom surface of the river channel are well flattened, and ditches are formed on the slope.

2. And splicing the modules up and down, aligning the round pipes, and limiting through a long rod.

3. The spliced modules are paved on the inner side surface of a dam and the bottom surface of a river channel, and cement is poured into reserved holes of the modules, so that the cement can form a waterproof ditch on the river wall.

4. And (5) cementing is also poured into joints of the modules for plugging.

When using this module, its advantage lies in:

1. the cement board is provided with the round pipes, the angle of the mutual connection is adjustable, and the installation is quicker.

2. The built-in dyeing device can realize dam flood control early warning to a certain extent.

3. The reserved holes are filled with cement to form a water-proof ditch, so that the water-proof ditch has a better flood-proof function.

4. The applicability is strong, no matter slope, topography size, all can use, and unification degree is high. The factory modularized production has high production efficiency and field assembly construction, can effectively reduce the production and construction cost, and has high and controllable quality.

Claims

1. An assembled river levee module, characterized in that: it comprises a plate body, a brittle glass tube and a round tube; the plate body is internally provided with ribs and brittle glass tubes, and then is formed by pouring; the plate body is provided with a through hole; round tubes are arranged at the upper end and the lower end of the plate body in a staggered way; when the adjacent modules are installed, the limiting rod penetrates through the round tube of the adjacent modules.

2. The fabricated river levee module of claim 1, wherein: the plate body is a cement plate, and a plurality of rows of reinforcing steel bars are respectively arranged in the cement plate along the transverse direction and the vertical direction.

3. The fabricated river levee module of claim 2, wherein: two brittle glass tubes are horizontally and vertically arranged on the steel bars; the brittle glass tube is round, and a coloring agent is arranged in the brittle glass tube.

4. The fabricated river levee module of claim 2, wherein: the upper end of the cement board is in a convex arc shape, and the lower end of the cement board is in a concave arc shape.

5. The fabricated river levee module of claim 2, wherein: four circular tubes are arranged at the upper end of the cement board at fixed intervals, and the interval length is the same as the circular tube length; four circular tubes are arranged at the lower end of the cement board corresponding to the interval positions.

6. The fabricated river levee module of claim 5, wherein: the bottom of the round pipe is provided with a short steel bar which is placed at a corresponding position before the cement board is poured and formed, and the short steel bar and the cement board are poured and formed together and fixed.

7. The fabricated river levee module of claim 2, wherein: four rectangular through holes are formed in the cement board.