Water conservancy slope protection component

Abstract

The utility model discloses a water conservancy slope protection member, and relates to the technical field of water conservancy slope structures, the water conservancy slope protection member comprises an L-shaped riverbed, protective brick layers, a support seat, a wave-proof plate and a buffer barrel, the surface of the L-shaped riverbed is fixedly connected with a cement layer, the surface of the cement layer is fixedly connected with a padstone layer, the surface of the padstone layer is fixedly provided with a plurality of protective brick layers, and the protective brick layers are fixedly connected with the support seat. One end of the cement layer is fixedly connected with a supporting seat, the other end of the cement layer is fixedly connected with a wave-proof plate, a reinforcing mechanism is arranged on the side wall of the wave-proof plate, and a plurality of arc-shaped rotating bins are formed in the side wall of the supporting seat. According to the L-shaped riverbed, the protection brick layer, the supporting seat, the wave-proof plate and the buffering barrel, impact on water flow is relieved on the basis that the protection slope is reinforced, and therefore the problems that aging is caused by the impact of the water flow in the long-term use process, river water is splashed to impact passersby on the river side, and harm is caused are solved.

Description

Technical Field

[0001] The utility model relates to the technical field of water conservancy slope structures, in particular to a water conservancy slope protection component. Background Art

[0002] The existing slope protection is set on both sides of the riverbed to limit the collapse of the slope surface, or to control the land loss within a certain range to play a protective role. The existing slope protection will be aged by the impact of rivers and floods during long-term use, which greatly shortens its service life. In the face of floods, the river water will splash onto passers-by on the riverside, causing unnecessary harm. Therefore, it is necessary to solve the problem of aging due to the impact of water flow during long-term use and splashing river water onto passers-by on the riverside, causing harm. Utility Model Content

[0003] In view of the above problems existing in the existing hydraulic slope protection component, the present utility model is proposed.

[0004] Therefore, the purpose of the utility model is to provide a hydraulic slope protection component to solve the problem of aging due to the impact of water flow during long-term use and splashing river water to impact passers-by on the riverside, causing harm.

[0005] In order to achieve the above purpose, the utility model provides the following technical solutions:

[0006] A hydraulic slope protection component comprises an L-shaped riverbed, a protective brick layer, a support seat, a wave-breaking plate and a buffer barrel, wherein a cement layer is fixedly connected to the surface of the L-shaped riverbed, a cushion stone layer is fixedly connected to the surface of the cement layer, a plurality of protective brick layers are fixedly connected to the surface of the cushion stone layer, one end of the cement layer is fixedly connected to the support seat, the other end of the cement layer is fixedly connected to the wave-breaking plate, a reinforcement mechanism is provided on the side wall of the wave-breaking plate, a plurality of arc-shaped rotating bins are provided on the side wall of the support seat, a rotating rod is rotatably connected to the cavity of each arc-shaped rotating bin, and a buffer barrel is fixedly connected to the rod wall of each rotating rod.

[0007] Preferably, the reinforcement mechanism includes a first support rod, a connecting rod, a triangular reinforcement brick and a second support rod, the support seat and the side wall of the wave-breaking plate are fixedly connected with a plurality of first support rods, the rod wall of each of the first support rods is fixedly connected with a plurality of connecting rods, the bottom of the side wall of the wave-breaking plate and each layer of protective bricks are fixedly connected with a plurality of triangular reinforcement bricks, and one end of each connecting rod is fixedly connected to the side wall of the triangular reinforcement brick.

[0008] Preferably, one end of the cement layer is fixedly connected to a drainage bin via an opening, the bottom of the drainage bin is fixedly connected to an L-shaped drainage pipe, one end of the L-shaped drainage pipe passes through a support seat, and a bin cover is clamped on the top of the drainage bin.

[0009] Preferably, the protective brick layer is composed of a plurality of hollow bricks on the side walls, and a drainage hole is provided on the side wall of each hollow brick.

[0010] Furthermore, a plurality of reinforcing rivets are fixedly connected to the bottom of the support seat, and one end of the reinforcing rivet is fixedly connected to one end of the cement layer.

[0011] Preferably, a plurality of observation windows are fixedly connected to the side wall of the wave-breaking plate.

[0012] In the above technical solution, the technical effects and advantages provided by the utility model are:

[0013] 1. The utility model utilizes a cement layer, a cushion stone layer and a protective brick layer arranged on the surface of an L-shaped riverbed to reinforce the L-shaped riverbed, and utilizes triangular reinforcing bricks arranged on the side wall of the protective brick layer to reinforce the protective brick layer, thereby preventing the protective brick layer from being separated due to the long-term impact of floods.

[0014] 2. The utility model utilizes a protective brick layer composed of hollow bricks with multiple drainage outlets to effectively prevent soil erosion and also has a greening effect. It utilizes a buffer barrel rotatably connected in an arc-shaped rotating chamber to change the direction of water flow impact through multiple buffer barrels, thereby extending the service life of the slope protection, thereby solving the problem of aging caused by the impact of water flow during long-term use and splashing river water to impact passers-by on the riverside and causing harm.

[0015] 3. The utility model utilizes a plurality of reinforcing rivets arranged at the bottom of the support seat, which are fixedly connected to one end of the cement layer, so as to reinforce the support seat to prevent it from being destroyed by water flow during long-term use. The plurality of observation windows are provided to facilitate daily observation and maintenance of the slope protection. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings required for use in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments recorded in the present utility model. For ordinary technicians in this field, other drawings can also be obtained based on these drawings.

[0017] Figure 1 It is a side structural sectional view of the utility model;

[0018] Figure 2 This is a front structural sectional view of the utility model;

[0019] Figure 3 It is a schematic diagram of a hollow brick of the present utility model.

[0020] Description of reference numerals:

[0021] 1. L-shaped riverbed; 2. Cement layer; 3. Pad stone layer; 4. Protective brick layer; 5. Support seat; 6. Wave-breaking board; 7. Arc-shaped rotating bin; 8. Rotating rod; 9. Buffer barrel; 10. First support rod; 11. Connecting rod; 12. Triangular reinforcement brick; 13. Second support rod; 14. Drainage bin; 15. L-shaped drain pipe; 16. Bin cover; 17. Hollow brick; 18. Drainage outlet; 19. Reinforcement rivet; 20. Observation window. DETAILED DESCRIPTION

[0022] In order to enable those skilled in the art to better understand the technical solution of the present invention, the present invention will be further described in detail below in conjunction with the accompanying drawings.

[0023] The utility model embodiment discloses a hydraulic slope protection component.

[0024] The utility model provides Figure 1-3 The hydraulic slope protection component shown in the figure comprises an L-shaped riverbed 1, a protective brick layer 4, a support seat 5, a wave-breaking plate 6 and a buffer barrel 9. A cement layer 2 is fixedly connected to the surface of the L-shaped riverbed 1, a cushion stone layer 3 is fixedly connected to the surface of the cement layer 2, and a multi-layer protective brick layer 4 is fixedly connected to the surface of the cushion stone layer 3. One end of the cement layer 2 is fixedly connected to the support seat 5, and the other end of the cement layer 2 is fixedly connected to the wave-breaking plate 6. The side wall of the wave-breaking plate 6 is provided with a reinforcement mechanism. The side wall of the support seat 5 is provided with a plurality of arc-shaped rotating bins 7. A rotating rod 8 is rotatably connected to the cavity of each arc-shaped rotating bin 7. The rod wall of each rotating rod 8 They are all fixedly connected with buffer barrels 9, and the L-shaped riverbed 1 is reinforced by using the cement layer 2, the cushion stone layer 3 and the protective brick layer 4. The reinforcing mechanism arranged between the support seat 5 and the wave-breaking plate 6 is used to reinforce the protective brick layer 4 to prevent the protective brick layer 4 from being separated by the impact of floods. The buffer barrels 9 rotatably connected in the cavity of the arc-shaped rotating bin 7 are used to change the direction of water flow impact through multiple buffer barrels 9 to extend the service life of the slope protection, thereby solving the problem of aging caused by the impact of water flow during long-term use and the splashing of river water to impact passers-by on the riverside and causing harm.

[0025] In order to reinforce the protective brick layer 4, Figure 1 and 2 As shown, the reinforcement mechanism includes a first support rod 10, a connecting rod 11, a triangular reinforcement brick 12 and a second support rod 13, the side walls of the support seat 5 and the wave-breaking plate 6 are fixedly connected with a plurality of triangular reinforcement bricks 12, the rod wall of each first support rod 10 is fixedly connected with a plurality of connecting rods 11, the bottom of the side walls of the wave-breaking plate 6 and each layer of the protective brick layer 4 are fixedly connected with a plurality of triangular reinforcement bricks 12, one end of each connecting rod 11 is fixedly connected to the side wall of the triangular reinforcement brick 12, and the protective brick layer 4 is reinforced by the support of the triangular reinforcement bricks 12 to prevent the protective brick layer 4 from being separated due to the long-term impact of floods.

[0026] In order to facilitate the drainage of rainwater on the top of the cement layer 2, as Figure 1 and 2 As shown, one end of the cement layer 2 is fixedly connected to a drainage bin 14, the bottom of the drainage bin 14 is fixedly connected to an L-shaped drainage pipe 15, one end of the L-shaped drainage pipe 15 passes through the support seat 5, and the top of the drainage bin 14 is clamped with a bin cover 16. The L-shaped drainage pipe 15 is provided to facilitate the drainage of rainwater on the top of the cement layer 2.

[0027] To prevent soil erosion, Figure 3 As shown, the protective brick layer 4 is composed of multiple side wall hollow bricks 17, and each hollow brick 17 has a drainage hole 18 on its side wall. The protective brick layer 4 composed of hollow bricks 17 with multiple drainage holes 18 can effectively prevent soil erosion and also have a greening effect.

[0028] In order to reinforce the support base 5, Figure 1 and 2 As shown, a plurality of reinforcing rivets 19 are fixedly connected to the bottom of the support seat 5, and one end of the reinforcing rivet 19 is fixedly connected to one end of the cement layer 2. By using a plurality of reinforcing rivets 19 arranged at the bottom of the support seat 5 and fixedly connected to one end of the cement layer 2, the support seat 5 is reinforced to prevent it from being destroyed by water during long-term use.

[0029] Finally, in order to facilitate daily observation and maintenance, such as Figure 2 As shown, a plurality of observation windows 20 are fixedly connected to the side wall of the wave-breaking plate 6, and the plurality of observation windows 20 are provided to facilitate daily observation and maintenance of the slope protection.

[0030] Working principle:

[0031] During construction, the river channel is first dug into an L shape, a cement layer 2 is first laid on the surface of the L-shaped river channel 1, and then a cushion stone layer 3 is laid. A protective brick layer 4 is laid on the top of one end of the cushion stone layer 3, so as to reinforce the L-shaped riverbed 1, and a reinforcing mechanism arranged between the support seat 5 and the wave-breaking plate 6 is used to reinforce the protective brick layer 4 to prevent the protective brick layer 4 from being separated by the impact of floods. The protective brick layer 4 is composed of hollow bricks 17 with multiple drainage outlets 18, so as to effectively prevent soil erosion and also have a greening effect. The buffer barrel 9 rotatably connected in the cavity of the arc-shaped rotating bin 7 is used to change the direction of the water flow impact through multiple buffer barrels 9 to extend the service life of the slope protection, thereby solving the problem of aging caused by the impact of water flow during long-term use and the splashing of river water to impact passers-by on the riverside causing harm, and the multiple observation windows 20 are provided to facilitate daily observation and maintenance of the slope protection.

[0032] The above only describes some exemplary embodiments of the present invention by way of illustration. It is undoubted that those skilled in the art can modify the described embodiments in various ways without departing from the spirit and scope of the present invention. Therefore, the above drawings and descriptions are illustrative in nature and should not be construed as limiting the scope of protection of the claims of the present invention.

Claims

1. A hydraulic slope protection component, comprising an L-shaped riverbed (1), a protective brick layer (4), a support seat (5), a wave-breaking plate (6) and a buffer tank (9), characterized in that: The surface of the L-shaped riverbed (1) is fixedly connected with a cement layer (2), the surface of the cement layer (2) is fixedly connected with a cushion stone layer (3), the surface of the cushion stone layer (3) is fixedly connected with a multi-layer protective brick layer (4), one end of the cement layer (2) is fixedly connected with a support seat (5), the other end of the cement layer (2) is fixedly connected with a wave-breaking plate (6), the side wall of the wave-breaking plate (6) is provided with a reinforcement mechanism, the side wall of the support seat (5) is provided with a plurality of arc-shaped rotating bins (7), the cavity of each arc-shaped rotating bin (7) is rotatably connected with a rotating rod (8), and the rod wall of each rotating rod (8) is fixedly connected with a buffer barrel (9).

2. A hydraulic slope protection component according to claim 1, characterized in that: The reinforcement mechanism comprises a first support rod (10), a connecting rod (11), a triangular reinforcement brick (12) and a second support rod (13); the support seat (5) and the side wall of the wave-breaking plate (6) are fixedly connected with a plurality of first support rods (10); the rod wall of each of the first support rods (10) is fixedly connected with a plurality of connecting rods (11); the bottom of the side wall of the wave-breaking plate (6) and each layer of protective bricks (4) are fixedly connected with a plurality of triangular reinforcement bricks (12); one end of each of the connecting rods (11) is fixedly connected to the side wall of the triangular reinforcement brick (12).

3. A hydraulic slope protection component according to claim 1, characterized in that: One end of the cement layer (2) is fixedly connected to a drainage bin (14) through an opening, the bottom of the drainage bin (14) is fixedly connected to an L-shaped drainage pipe (15), one end of the L-shaped drainage pipe (15) passes through a support seat (5), and a bin cover (16) is clamped on the top of the drainage bin (14).

4. A hydraulic slope protection component according to claim 1, characterized in that: The protective brick layer (4) is composed of a plurality of side wall hollow bricks (17) spliced ​​together, and a drainage port (18) is provided on the side wall of each hollow brick (17).

5. A hydraulic slope protection component according to claim 1, characterized in that: A plurality of reinforcing rivets (19) are fixedly connected to the bottom of the support seat (5), and one end of the reinforcing rivet (19) is fixedly connected to one end of the cement layer (2).

6. A hydraulic slope protection component according to claim 1, characterized in that: A plurality of observation windows (20) are fixedly connected to the side wall of the wave-breaking plate (6).

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