Riverway side slope supporting device

Abstract

The utility model discloses a riverway side slope support device belongs to riverway side slope support device technical field, and its technical scheme main points include first side slope structure and riverway structure, the right side fixed connection of first side slope structure has limit mechanism, the right side of first side slope structure is provided with second side slope structure, the surface of limit mechanism and the inner wall movable joint of second side slope structure, the inner wall of first side slope structure is provided with anchor rod, the top of first side slope structure is provided with the scouring -resistant block, the inner wall of riverway structure is provided with bottom drain, when using, the structure of the current riverway side slope support device is mostly lack of quick positioning installation, leads to each part to be easy to displace in installation, influences the support effect, and when the side slope is in the face of the complex working condition such as water flow scouring or ponding, is easy to appear landslide, erosion etc.

Description

Technical Field

[0001] This utility model relates to the technical field of riverbank slope support devices, and in particular to a riverbank slope support device. Background Technology

[0002] River slope support devices are functional devices used in river engineering to maintain the stability of river slopes. Through reasonable design and layout, they support, reinforce and protect the soil or rock mass of river slopes. They can effectively resist damage to the slope caused by factors such as water erosion, soil self-weight and external loads, and prevent adverse phenomena such as slope collapse and landslides, thereby ensuring the structural stability and safety of river slopes and maintaining the normal operation and ecological environment of the river.

[0003] In the existing technology, it is not easy to support the seedlings on the riverbank after planting, which makes the seedlings easy to fall over and cannot meet the needs of use.

[0004] An existing patent (publication number: CN215165265U) discloses a riverbank slope support device, comprising two upright plates. An inclined plate is fixedly connected to the bottom of each upright plate, and the same U-shaped frame is fixedly connected to the front of both upright plates. Each upright plate has a cavity, and a translation hole is provided on the inner wall of the side of the two cavities that are close to each other. A translation plate is slidably installed in the translation hole. A snap-fit ​​groove is provided on the side of the two translation plates that are close to each other, and a snap-fit ​​plate is snapped into the snap-fit ​​groove. This utility model has the following advantages and effects: it facilitates the support of seedlings after planting, thereby preventing the seedlings from tipping over, and can meet the needs of use.

[0005] To address the aforementioned issues, existing patents have provided solutions. However, most existing riverbank slope support devices lack a structure for rapid positioning and installation, which makes it easy for various parts to shift during installation, affecting the support effect. Furthermore, when facing complex conditions such as water flow scouring or water accumulation, slopes are prone to landslides and erosion, making it difficult to effectively ensure the safety and stability of riverbank slopes.

[0006] Therefore, a riverbank slope support device is proposed. Utility Model Content

[0007] The purpose of this utility model is to provide a riverbank slope support device that can solve the problem that most existing riverbank slope support devices lack a structure for quick positioning and installation, which leads to easy displacement of various parts during installation, affecting the support effect. Furthermore, when the slope faces complex conditions such as water flow scouring or water accumulation, it is prone to landslides and erosion, making it difficult to effectively ensure the safety and stability of the riverbank slope.

[0008] To achieve the above objectives, this utility model provides the following technical solution: a riverbank slope support device, comprising a first slope structure and a river channel structure, a limiting mechanism fixedly connected to the right side of the first slope structure, a second slope structure provided on the right side of the first slope structure, the surface of the limiting mechanism being movably connected to the inner wall of the second slope structure, an anchor rod provided on the inner wall of the first slope structure, an anti-scouring block provided on the top of the first slope structure, and a bottom drainage channel provided on the inner wall of the river channel structure;

[0009] The limiting mechanism includes a first threaded rod, a positioning frame, and a second threaded rod. The surface of the first threaded rod is fixedly connected to the inner wall of the positioning frame, the surface of the second threaded rod is fixedly connected to the inner wall of the positioning frame, the left side of the positioning frame is fixedly connected to the left side of the first slope structure, and the surface of the positioning frame is engaged with the inner wall of the second slope structure.

[0010] Preferably, the surface of the first threaded rod is movably connected to the inner wall of the second slope structure, and a first nut is threadedly connected to the surface of the first threaded rod, the bottom of which is in close contact with the inner wall of the second slope structure.

[0011] Preferably, the surface of the second threaded rod is movably connected to the inner wall of the second slope structure, and a second nut is threadedly connected to the surface of the second threaded rod, with the bottom of the second nut in close contact with the inner wall of the second slope structure.

[0012] Preferably, the surface of the anchor rod is fixedly connected to the inner wall of the river channel structure, and a limiting block is threadedly connected to the surface of the anchor rod, with the bottom of the limiting block in close contact with the inner wall of the first slope structure.

[0013] Preferably, the inner wall of the first slope structure is fitted with a rubber sleeve, and the inner wall of the rubber sleeve is fitted with the surface of the anchor rod.

[0014] Preferably, the inner wall of the first slope structure is provided with countersunk holes for use with anchor rods, and the inner wall of the first slope structure is provided with planting troughs.

[0015] Preferably, the inner wall of the bottom drainage channel is fitted with a cover, and the inner wall of the river structure is provided with a top drainage channel.

[0016] Preferably, a fixing block is welded to the top of the first slope structure, and the inner wall of the fixing block is welded to the inner wall of the anti-erosion block.

[0017] Compared with the prior art, the beneficial effects of this utility model are:

[0018] 1. This application, by setting a limiting mechanism, allows for the installation of the second slope structure during the slope installation work of the river channel structure. The first slope structure is installed at the installation position of the river channel structure, and then the second slope structure is hoisted to the right side of the first slope structure. The limiting mechanism is then installed on the inner wall of the second slope structure, thus completing the installation of the second slope structure. This method is efficient and prevents relative displacement between the two structures under external forces such as water erosion and soil pressure, effectively enhancing the overall stability of the slope support device.

[0019] 2. This application utilizes anchor rods, anti-scour blocks, and bottom drainage channels. The anchor rods installed on the inner wall of the first slope structure can penetrate deep into the soil, enhancing the anchoring force between the slope structure and the soil, and improving the overall anti-sliding capacity of the slope. The anti-scour blocks installed at the top of the first slope structure can effectively reduce the scouring energy of water flow on the top of the slope, reducing slope erosion. The bottom drainage channels on the inner wall of the river channel structure can promptly drain accumulated water, reducing the seepage pressure caused by accumulated water in the river channel structure, and improving the stability and anti-scour capacity of the river channel slope. Attached Figure Description

[0020] Figure 1 This is an overall structural diagram of the riverbank slope support device of this utility model;

[0021] Figure 2 This is a structural diagram of the first slope structure of this utility model;

[0022] Figure 3 This is a structural diagram of the second slope structure of this utility model;

[0023] Figure 4 This is a structural diagram of the limiting mechanism of this utility model;

[0024] Figure 5 This is a structural diagram of the bottom drainage channel of this utility model;

[0025] Figure 6 This is a structural diagram of the anchor rod of this utility model.

[0026] In the diagram, 1. First slope structure; 2. Limiting mechanism; 201. First threaded rod; 202. Positioning frame; 203. Second threaded rod; 3. River channel structure; 4. Second slope structure; 5. Anchor rod; 6. Anti-erosion block; 7. Bottom drainage channel; 8. First nut; 9. Second nut; 10. Limiting block; 11. Rubber sleeve; 12. Countersunk hole; 13. Planting trough; 14. Cover; 15. Top drainage channel; 16. Fixing block. Detailed Implementation

[0027] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0028] Please see Figure 1-6 The present invention provides the following technical solution:

[0029] A riverbank slope support device includes a first slope structure 1 and a river channel structure 3. A limiting mechanism 2 is fixedly connected to the right side of the first slope structure 1. A second slope structure 4 is provided on the right side of the first slope structure 1. The surface of the limiting mechanism 2 is movably connected to the inner wall of the second slope structure 4. An anchor rod 5 is provided on the inner wall of the first slope structure 1. An anti-scouring block 6 is provided on the top of the first slope structure 1. A bottom drainage channel 7 is provided on the inner wall of the river channel structure 3.

[0030] The limiting mechanism 2 includes a first threaded rod 201, a positioning frame 202, and a second threaded rod 203. The surface of the first threaded rod 201 is fixedly connected to the inner wall of the positioning frame 202, the surface of the second threaded rod 203 is fixedly connected to the inner wall of the positioning frame 202, the left side of the positioning frame 202 is fixedly connected to the left side of the first slope structure 1, and the surface of the positioning frame 202 is engaged with the inner wall of the second slope structure 4.

[0031] In this embodiment: By setting a limiting mechanism 2, during use, the first threaded rod 201 and the second threaded rod 203 are respectively fixed to the position of the positioning frame 202, and the positioning frame 202 is fixed to the position of the first slope structure 1. When installing the river channel structure 3, the first slope structure 1 is installed to the installation position of the river channel structure 3, and then the second slope structure 4 is hoisted to the right side of the first slope structure 1, so that the limiting mechanism 2 is installed to the inner wall of the second slope structure 4, completing the installation of the second slope structure 4. The installation efficiency is relatively fast, and it can prevent the two from being eroded by water flow and soil. Under the action of external forces such as pressure, relative displacement occurs, effectively enhancing the overall stability of the slope support device. By setting anchor rods 5, anti-scour blocks 6, and bottom drainage channels 7, the anchor rods 5 set on the inner wall of the first slope structure 1 can penetrate deep into the soil, enhancing the anchoring force between the slope structure and the soil, and improving the overall anti-sliding capacity of the slope. The anti-scour blocks 6 set on the top of the first slope structure 1 can effectively reduce the scouring energy of water flow on the top of the slope and reduce slope erosion. The bottom drainage channels 7 on the inner wall of the river channel structure 3 can promptly drain accumulated water, reducing the seepage pressure caused by accumulated water in the river channel structure 3, and improving the stability and anti-scour capacity of the river channel slope.

[0032] Specifically, such as Figure 4As shown, the surface of the first threaded rod 201 is movably connected to the inner wall of the second slope structure 4, and the surface of the first threaded rod 201 is threadedly connected to the first nut 8, the bottom of the nut being in close contact with the inner wall of the second slope structure 4.

[0033] Specifically, such as Figure 4 As shown, the surface of the second threaded rod 203 is movably connected to the inner wall of the second slope structure 4, and the surface of the second threaded rod 203 is threadedly connected to the second nut 9, the bottom of the second nut 9 being in close contact with the inner wall of the second slope structure 4.

[0034] Specifically, such as Figure 2 , Figure 6 As shown, the surface of the anchor rod 5 is fixedly connected to the inner wall of the river structure 3, and the surface of the anchor rod 5 is threadedly connected to the limiting block 10. The bottom of the limiting block 10 is in close contact with the inner wall of the first slope structure 1.

[0035] In this embodiment: by setting the first nut 8 and the second nut 9, when the second slope structure 4 enters the installation position, the first threaded rod 201 and the second threaded rod 203 will be inserted into the inner wall of the second slope structure 4 respectively. Then, the first nut 8 rotates on the surface of the first threaded rod 201, and the second nut 9 rotates on the surface of the second threaded rod 203, which helps to restrict the position of the second slope structure 4 and prevent loosening. By setting the limiting block 10, the limiting block 10 rotates on the surface of the anchor rod 5 during use, which enhances the anchoring effect of the anchor rod 5 on the first slope structure 1 and improves the overall anti-slip and anti-overturning ability of the slope.

[0036] Specifically, such as Figure 6 As shown, the inner wall of the first slope structure 1 is fitted with a rubber sleeve 11, and the inner wall of the rubber sleeve 11 is fitted with the surface of the anchor rod 5.

[0037] Specifically, such as Figure 6 As shown, the inner wall of the first slope structure 1 is provided with countersunk holes 12 for use with anchor rods 5, and the inner wall of the first slope structure 1 is provided with planting troughs 13.

[0038] In this embodiment: by setting a rubber sleeve 11, the rubber sleeve 11 is used to snap into the anchor rod 5 and the first slope structure 1, which plays a sealing and protective role, preventing damage to the anchor rod 5 and the slope structure due to vibration and friction, and preventing water flow, mud and sand from entering the gap and causing erosion. The countersunk hole 12 facilitates the installation of the anchor rod 5, so that the head of the anchor rod 5 is flush with the surface of the slope structure, without affecting the flatness of the slope. The planting trough 13 provides space for vegetation growth, which is conducive to strengthening the slope through the vegetation root system and improving the ecological slope protection effect.

[0039] Specifically, such as Figure 2 , Figure 5As shown, the inner wall of the bottom drainage channel 7 is fitted with a cover 14, and the inner wall of the river structure 3 is provided with a top drainage channel 15.

[0040] Specifically, such as Figure 6 As shown, a fixing block 16 is welded to the top of the first slope structure 1, and the inner wall of the fixing block 16 is welded to the inner wall of the anti-erosion block 6.

[0041] In this embodiment: the cover 14 of the bottom drainage channel 7 can prevent debris from entering and clogging the drainage channel, ensuring smooth drainage; the top drainage channel 15 increases the drainage path, which can more efficiently remove water accumulated in the slope area; the fixing block 16 is welded to the anti-scour block 6, so that the anti-scour block 6 is firmly installed on the top of the first slope structure 1, enhancing its resistance to water flow impact and effectively protecting the top of the first slope structure 1 from scour damage.

[0042] Working principle: During the use of the first slope structure 1 and the river channel structure 3, a limiting mechanism 2 is set up. During use, the first threaded rod 201 and the second threaded rod 203 are respectively fixed to the position of the positioning frame 202. The positioning frame 202 is fixed to the position of the first slope structure 1. When installing the river channel structure 3, the first slope structure 1 is installed to the installation position of the river channel structure 3. Then, the second slope structure 4 is hoisted to the right side of the first slope structure 1, so that the limiting mechanism 2 is installed on the inner wall of the second slope structure 4, completing the installation of the second slope structure 4. The installation efficiency is relatively fast and can prevent secondary... Under the action of external forces such as water scouring and soil pressure, the relative displacement of the slope support device is effectively enhanced. By setting anchor rods 5, anti-scouring blocks 6 and bottom drainage channels 7, the anchor rods 5 set on the inner wall of the first slope structure 1 can penetrate into the soil, enhance the anchoring force between the slope structure and the soil, and improve the overall anti-sliding capacity of the slope. The anti-scouring blocks 6 set on the top of the first slope structure 1 can effectively reduce the scouring energy of water flow on the top of the slope and reduce slope erosion. The bottom drainage channels 7 on the inner wall of the river channel structure 3 can drain the accumulated water in time, reduce the seepage pressure caused by the accumulated water in the river channel structure 3, and improve the stability and anti-scouring capacity of the river channel slope.

[0043] The above are merely preferred embodiments of the present utility model and are not intended to limit the present utility model. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A riverbank slope support device, comprising a first slope structure (1) and a river channel structure (3), characterized in that: A limiting mechanism (2) is fixedly connected to the right side of the first slope structure (1), and a second slope structure (4) is provided on the right side of the first slope structure (1). The surface of the limiting mechanism (2) is movably connected to the inner wall of the second slope structure (4). An anchor rod (5) is provided on the inner wall of the first slope structure (1). An anti-scouring block (6) is provided on the top of the first slope structure (1). A bottom drainage channel (7) is provided on the inner wall of the river structure (3). The limiting mechanism (2) includes a first threaded rod (201), a positioning frame (202), and a second threaded rod (203). The surface of the first threaded rod (201) is fixedly connected to the inner wall of the positioning frame (202), and the surface of the second threaded rod (203) is fixedly connected to the inner wall of the positioning frame (202). The left side of the positioning frame (202) is fixedly connected to the left side of the first slope structure (1), and the surface of the positioning frame (202) is engaged with the inner wall of the second slope structure (4).

2. The riverbank slope support device according to claim 1, characterized in that: The surface of the first threaded rod (201) is movably connected to the inner wall of the second slope structure (4), and the surface of the first threaded rod (201) is threaded with a first nut (8), the bottom of which is in close contact with the inner wall of the second slope structure (4).

3. The riverbank slope support device according to claim 1, characterized in that: The surface of the second threaded rod (203) is movably connected to the inner wall of the second slope structure (4), and the surface of the second threaded rod (203) is threaded with a second nut (9), the bottom of the second nut (9) being in close contact with the inner wall of the second slope structure (4).

4. A riverbank slope support device according to claim 1, characterized in that: The surface of the anchor rod (5) is fixedly connected to the inner wall of the river structure (3), and the surface of the anchor rod (5) is threadedly connected to a limiting block (10), the bottom of the limiting block (10) being in close contact with the inner wall of the first slope structure (1).

5. A riverbank slope support device according to claim 1, characterized in that: The inner wall of the first slope structure (1) is fitted with a rubber sleeve (11), and the inner wall of the rubber sleeve (11) is fitted with the surface of the anchor rod (5).

6. A riverbank slope support device according to claim 1, characterized in that: The inner wall of the first slope structure (1) is provided with countersunk holes (12) for use with anchor rods (5), and the inner wall of the first slope structure (1) is provided with planting troughs (13).

7. A riverbank slope support device according to claim 1, characterized in that: The inner wall of the bottom drainage channel (7) is fitted with a cover (14), and the inner wall of the river structure (3) is provided with a top drainage channel (15).

8. A riverbank slope support device according to claim 1, characterized in that: A fixing block (16) is welded to the top of the first slope structure (1), and the inner wall of the fixing block (16) is welded to the inner wall of the anti-erosion block (6).

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