River channel slope protection reinforcing structure

Abstract

The utility model relates to the technical field of riverway slope protection, in particular to a riverway slope protection reinforcing structure which comprises a plurality of reinforcing plates, sliding grooves are formed in the reinforcing plates, sliding plates are connected in the sliding grooves in a sliding mode, supporting shafts are fixedly connected to the left ends and the right ends of the sliding plates and the reinforcing plates, and limiting grooves are formed in the front end faces of the reinforcing plates in a penetrating mode. The front end face of the sliding plate is fixedly connected with a sliding block matched with the limiting groove, the front end face of the sliding block is fixedly connected with a limiting plate, the front end face of the reinforcing plate is provided with a plurality of limiting holes located in one side of the limiting groove, the limiting holes are detachably connected with the limiting plate through bolts, and the reinforcing plate can be extended and contracted through cooperation of the sliding plate and the reinforcing plate. And the first fixing plate is fixed to the bottom end in the river channel, and the second fixing plate is fixed to the upper end of the river channel, so that the purposes that the height of the reinforcing plate can be adjusted according to the height of the river channel, and the application range is wide are achieved.

Description

Technical Field

[0001] The utility model relates to the technical field of river channel slope protection, specifically to a river channel slope protection reinforcement structure. Background Art

[0002] With the increasing needs of social development, my country is gradually building more water conservancy projects. However, relevant surveys in recent years have shown that safety accidents caused by slope instability or sliding often occur in the construction of water conservancy projects, which has a serious impact on construction units and local residents, causing huge economic losses and even casualties. In the construction process of water conservancy projects, water conservancy slope protection and reinforcement wall is a very common construction facility in water conservancy facilities. It is also very practical and plays a vital role in slope protection.

[0003] The existing river channel slope reinforcement structure is usually composed of multiple reinforcement plates, the size of which is relatively fixed, which is inconvenient to adjust according to the height of the river channel and has a limited scope of use. Therefore, a river channel slope reinforcement structure is proposed. Utility Model Content

[0004] The utility model aims to provide a river channel slope reinforcement structure, which has the characteristics of being able to adjust the height of the reinforcement plate according to the height of the river channel and having a wide range of applications.

[0005] The utility model aims to provide a river bank reinforcement structure, comprising a plurality of reinforcement plates, wherein a slide groove is provided inside the reinforcement plate, a slide plate is slidably connected inside the slide groove, and a support shaft is fixedly connected to the left and right ends of the slide plate and the reinforcement plate.

[0006] The front end surface of the reinforcement plate is penetrated by a limiting groove, the front end surface of the slide plate is fixedly connected with a slider matching the limiting groove, the front end surface of the slider is fixedly connected to the limiting plate, the front end surface of the reinforcement plate is provided with a plurality of limiting holes located on one side of the limiting groove, the limiting holes and the limiting plate are detachably connected by bolts, the lower end surface of the reinforcement plate is provided with a first fixing plate, and the upper end surface of the slide plate is provided with a second fixing plate.

[0007] In order to facilitate the reinforcement plate to adapt to the inclination angle of the slope protection, as a preferred river slope protection reinforcement structure of the utility model, the rear end of the first fixed plate and the front end of the second fixed plate are fixedly connected to a sleeve movably connected to the support shaft through a bearing.

[0008] In order to facilitate the fixing of the first fixing plate and the second fixing plate, as a preferred river bank reinforcement structure of the utility model, the upper end surfaces of the first fixing plate and the second fixing plate are penetrated and fixedly connected with two limit pins distributed on the left and right.

[0009] In order to increase the strength of the reinforcement plate and the slide plate, as a preferred river bank reinforcement structure of the utility model, reinforcing ribs are fixedly connected between the inside of the slide plate and the inner wall and the outer wall of the reinforcement plate.

[0010] In order to further stabilize the reinforcement plate on the outer wall of the slope protection, as a preferred river slope protection reinforcement structure of the utility model, the front end surface of the reinforcement plate passes through and is fixedly connected to a limit pin.

[0011] In order to splice multiple reinforcement plates together, as a preferred river bank reinforcement structure of the utility model, the left and right sides of the reinforcement plate are fixedly connected with a first splicing block and a second splicing block, the opening directions of the first splicing block and the second splicing block are opposite and can be clamped with another reinforcement plate through the first splicing block and the second splicing block.

[0012] Compared with the prior art, the beneficial effects of the utility model are as follows:

[0013] The utility model can extend and scale the reinforcement plate through the cooperation of the slide plate and the reinforcement plate, and fix the first fixing plate to the bottom end inside the river channel, and fix the second fixing plate to the upper end of the river channel, so as to achieve the purpose of adjusting the height of the reinforcement plate according to the height of the river channel and having a wide range of applications. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 It is the overall structure diagram of the utility model;

[0015] Figure 2 It is a right view structural diagram of the utility model;

[0016] Figure 3 This is a structural diagram of a skateboard of the utility model;

[0017] Figure 4 This is a structural diagram of the reinforcement plate of the utility model;

[0018] Figure 5 It is a top cross-sectional structural diagram of the skateboard of the utility model.

[0019] In the figure: 1. reinforcement plate; 2. slide plate; 3. first fixed plate; 4. support shaft; 5. bushing; 6. slide groove; 7. limit groove; 8. slide block; 9. limit plate; 10. limit hole; 11. second fixed plate; 12. reinforcing rib; 13. limit pin; 14. first splicing block; 15. second splicing block; 16. limit pin. DETAILED DESCRIPTION

[0020] See also Figures 1 to 5A river bank reinforcement structure comprises a plurality of reinforcement plates 1, a slide groove 6 is provided inside the reinforcement plate 1, a slide plate 2 is slidably connected inside the slide groove 6, a support shaft 4 is fixedly connected to the left and right ends of the slide plate 2 and the reinforcement plate 1, a limiting groove 7 is penetrated through the front end surface of the reinforcement plate 1, a slider 8 matching the limiting groove 7 is fixedly connected to the front end surface of the slider 2, a limiting plate 9 is fixedly connected to the front end surface of the slider 8, a plurality of limiting holes 10 located on one side of the limiting groove 7 are provided on the front end surface of the reinforcement plate 1, the limiting holes 10 are detachably connected to the limiting plate 9 by bolts, a first fixing plate 3 is provided on the lower end surface of the reinforcement plate 1, and a second fixing plate 11 is provided on the upper end surface of the slider 2.

[0021] In this embodiment: the outer wall of the reinforcement plate 1 is brought into contact with the slope of the river channel, and then the slide plate 2 is pulled to slide inside the slide groove 6 according to the height of the river channel. After the slide plate 2 is adjusted to match the height of the river channel, the limit plate 9 is fixed to the corresponding limit hole 10 by bolts, and the first fixed plate 3 is fixed to the bottom end of the river channel and the second fixed plate 11 is fixed to the upper end of the river channel, so that the height of the reinforcement plate 1 can be adjusted according to rivers of different heights, and the scope of use is wide.

[0022] As a technical optimization solution of the present invention, the rear end of the first fixing plate 3 and the front end of the second fixing plate 11 are both fixedly connected with a sleeve 5 movably connected to the support shaft 4 via a bearing.

[0023] In this embodiment: by fixing the rear end of the first fixed plate 3 and the front end of the second fixed plate 11 with a sleeve 5 movably connected to the support shaft 4 through a bearing, the reinforcing plate 1 and the slide plate 2 can be easily rotated to adapt to the inclination angle of the slope protection.

[0024] As a technical optimization solution of the present invention, two limit pins 13 distributed on the left and right are penetrated and fixedly connected to the upper end surfaces of the first fixing plate 3 and the second fixing plate 11 .

[0025] In this embodiment: the first fixing plate 3 can be fixed to the bottom end of the river channel by the limiting pin 13, and the second fixing plate 11 can also be fixed to the upper end of the river channel.

[0026] As a technical optimization solution of the utility model, reinforcing ribs 12 are fixedly connected between the inside of the slide plate 2 and the inner wall and the outer wall of the reinforcement plate 1 .

[0027] In this embodiment, the strength of the reinforcing plate 1 and the sliding plate 2 can be increased by the reinforcing ribs 12, thereby being able to resist the impact force of the river water.

[0028] As a technical optimization solution of the present invention, the front end surface of the reinforcing plate 1 is penetrated by and fixedly connected with a limit pin 16 .

[0029] In this embodiment: the reinforcing plate 1 can be further stabilized on the outer wall of the slope protection by the limiting latch 16.

[0030] As a technical optimization solution of the utility model, the left and right sides of the reinforcement plate 1 are fixedly connected with a first splicing block 14 and a second splicing block 15. The opening directions of the first splicing block 14 and the second splicing block 15 are opposite and can be clamped with another reinforcement plate 1 through the first splicing block 14 and the second splicing block 15.

[0031] In this embodiment, when a plurality of reinforcement plates 1 need to be spliced ​​together, the first splicing block 14 of one reinforcement plate 1 can be inserted into the second splicing block 15 of another reinforcement plate 1 .

[0032] Working principle: When in use, first, the outer wall of the reinforcement plate 1 is brought into contact with the slope of the river channel, and then the slide plate 2 is pulled to slide inside the slide groove 6 according to the height of the river channel. After the slide plate 2 is adjusted to match the height of the river channel, the limit plate 9 is fixed to the corresponding limit hole 10 by bolts, and then the first fixed plate 3 is fixed to the bottom end of the river channel by the limit pin 13, and the second fixed plate 11 is fixed to the upper end of the river channel, so that the height of the reinforcement plate 1 can be adjusted according to the river channels of different heights, and the use range is wide.

[0033] The above are only preferred embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims

1. A river bank reinforcement structure, comprising a plurality of reinforcement plates (1), characterized in that: The reinforcing plate (1) is provided with a slide groove (6) inside, the slide groove (6) is slidably connected with a slide plate (2), and the left and right ends of the slide plate (2) and the reinforcing plate (1) are fixedly connected with a support shaft (4); The front end surface of the reinforcing plate (1) is provided with a limiting groove (7) through it, the front end surface of the slide plate (2) is fixedly connected with a slider (8) matching the limiting groove (7), the front end surface of the slider (8) is fixedly connected with a limiting plate (9), the front end surface of the reinforcing plate (1) is provided with a plurality of limiting holes (10) located on one side of the limiting groove (7), the limiting holes (10) and the limiting plate (9) are detachably connected by bolts, the front end of the reinforcing plate (1) is provided with a first fixing plate (3), and the rear end of the slide plate (2) is provided with a second fixing plate (11).

2. A river slope reinforcement structure according to claim 1, characterized in that: The rear end of the first fixing plate (3) and the front end of the second fixing plate (11) are both fixedly connected to a shaft sleeve (5) movably connected to the support shaft (4) via a bearing.

3. A river slope reinforcement structure according to claim 1, characterized in that: The upper end surfaces of the first fixing plate (3) and the second fixing plate (11) are penetrated by and fixedly connected with two limit pins (13) distributed on the left and right.

4. A river slope reinforcement structure according to claim 1, characterized in that: Reinforcing ribs (12) are fixedly connected between the interior of the slide plate (2) and the inner wall and the outer wall of the reinforcing plate (1).

5. A river slope reinforcement structure according to claim 1, characterized in that: The front end surface of the reinforcing plate (1) passes through and is fixedly connected to a limiting latch (16).

6. A river slope reinforcement structure according to claim 1, characterized in that: A first splicing block (14) and a second splicing block (15) are fixedly connected to the left and right sides of the reinforcing plate (1); the first splicing block (14) and the second splicing block (15) have opening directions opposite to each other and can be snap-connected to another reinforcing plate (1) via the first splicing block (14) and the second splicing block (15).

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