A shore protection pile

Abstract

The utility model discloses a kind of combined revetment piles, it is related to embankment technology field, including pile body, the protrusion is provided in pile body one side, the recess is provided in another side of pile body, adjacent two pile bodies are inserted by protrusion and recess, protrusion and recess can be vertically inserted along multiple angles, so that multiple connected pile body can be enclosed arc embankment structure;It also includes cutting body, cutting body is located in the lower part of pile body;By setting the protrusion and recess of circular structure in the two sides of pile body, so that adjacent two pile bodies can be inserted along different angle and be connected, so that different shape embankment line can be formed between multiple pile bodies to adapt river bank and lake bank, effectively improve the applicability of revetment pile;Meanwhile, by setting the cutting body of assembly, the split processing of revetment pile is realized, to enrich the installation mode of pile body.

Description

Technical Field

[0001] This utility model relates to the field of embankment protection technology, specifically to a revetment pile. Background Technology

[0002] Currently, retaining structures are required in the construction of river, lake, and weir improvement projects. Common support methods include cast-in-place concrete piles, diaphragm walls, self-supporting cement retaining walls, new cement-soil mixing wall (SMW method), and sheet piles. However, traditional support structures suffer from problems such as susceptibility to weather conditions, unstable construction periods, high costs, poor corrosion resistance, and high maintenance costs.

[0003] Precast concrete piles, as an ideal structural form for revetment, have advantages such as reliable product quality, quick construction, and good corrosion resistance. Currently, revetment piles are mainly installed in straight lines, which are not well-suited for bends in the construction of rivers, lakes, and weirs. Therefore, this utility model proposes a more versatile revetment pile. Utility Model Content

[0004] The purpose of this utility model is to address the shortcomings of the aforementioned technologies by proposing a revetment pile to solve the problems mentioned above.

[0005] This utility model provides a revetment pile, including a pile body, a protrusion on one side of the pile body, and a groove on the other side of the pile body. Two adjacent pile bodies are connected by the protrusion and the groove. The protrusion and the groove can be vertically connected at multiple angles so that multiple connected pile bodies can form an arc-shaped revetment structure. It also includes a cutting body, which is located at the lower part of the pile body.

[0006] Preferably, the protrusion and the groove are circular structures, so that the protrusion can be vertically inserted at multiple angles within the groove.

[0007] Preferably, the cutting is detachably connected to the bottom of the pile. The cutting has a pointed tip. A plug-in portion is provided at the upper end of the cutting or at the lower bottom of the pile, and a slot is provided at the lower bottom of the pile or at the upper end of the cutting. The plug-in portion connects the cutting to the pile by inserting into the slot.

[0008] Preferably, the cutting body has a protrusion and a groove at both ends.

[0009] Preferably, the pile body has a "U" shaped structure. Reinforcing steel bars are installed inside the pile body.

[0010] Preferably, a protrusion is provided on one side of the pile body.

[0011] Compared with existing technologies, it has the following beneficial effects:

[0012] By setting circular protrusions and grooves on both sides of the pile, adjacent piles can be connected by insertion at different angles, so that multiple piles can form revetment lines of different shapes to adapt to riverbanks and lake shores, effectively improving the applicability of revetment piles; at the same time, by setting assembled inserts, the revetment piles can be processed in parts to enrich the installation methods of the piles. Attached Figure Description

[0013] To more clearly illustrate the technical solutions in the embodiments of this utility model, the drawings used in the description of the embodiments will be briefly introduced below. Obviously, the drawings described below are only preferred embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0014] Figure 1 This is a schematic diagram of the bank protection pile of this utility model;

[0015] Figure 2 This is a schematic diagram of the installation of the revetment pile of this utility model;

[0016] Figure 3 for Figure 2 Enlarged diagram of section A in the middle;

[0017] Figure 4 This is a schematic diagram of the pile body of this utility model;

[0018] Figure 5 This is a schematic diagram of the cutting body of this utility model;

[0019] Figure 6 This is a schematic diagram of the protrusion of this utility model.

[0020] In the diagram: 1-Pile body; 11-Protrusion; 12-Groove

[0021] 2-Cuttings;

[0022] 3-Reinforcing steel bars;

[0023] 4-Connector;

[0024] 5 slots. Detailed Implementation

[0025] To better understand the structure, functional features, and advantages of this utility model, the preferred embodiments of this utility model are described in detail below with reference to the accompanying drawings:

[0026] Example:

[0027] like Figures 1 to 5As shown, this utility model proposes a revetment pile, including a pile body 1, a protrusion 11 on one side of the pile body 1, and a groove 12 on the other side of the pile body 1. Two adjacent pile bodies 1 are connected by the protrusion 11 and the groove 12. The protrusion 11 and the groove 12 can be vertically connected at multiple angles so that multiple connected pile bodies 1 can form an arc-shaped revetment structure. It also includes a cutting body 2, which is located at the lower part of the pile body 1 to assist the pile body 1 in being inserted into the soil.

[0028] See Figure 1 and Figure 3 as well as Figure 6 The protrusion 11 and the groove 12 are circular or semi-circular structures, so that the protrusion 11 can be vertically inserted at multiple angles in the groove 12, so that multiple piles 1 can form an arc-shaped structure.

[0029] See Figure 1 The pile body 1 has a "U" shaped structure or a semi-circular structure.

[0030] See Figure 4 The pile body 1 is equipped with reinforcing steel bars 3 to improve the strength of the pile body 1.

[0031] As another embodiment of this utility model, such as Figure 1 As shown, the cutting body 2 is detachably connected to the bottom of the pile body 1 to facilitate disassembly, transportation, and separate casting. When in use, they are reassembled and inserted into the soil.

[0032] See Figure 5 The cutting 2 is provided with a pointed tip to facilitate insertion into the soil.

[0033] See Figure 5 The upper end of the cutting body 2 or the lower bottom of the pile body 1 is provided with a plug part 4, and the lower bottom of the pile body 1 or the upper end of the cutting body 2 is provided with a slot 5. The plug part 4 connects the cutting body 2 and the pile body 1 by plugging into the slot 5.

[0034] See Figure 5 The cutting body 2 has a protrusion 11 and a groove 12 at both ends to facilitate the connection between two adjacent cutting bodies 2.

[0035] In another embodiment of this utility model, a protrusion 11 is provided on one side of the pile body 1 so that adjacent pile bodies 1 can be connected at a 90-degree angle, thereby further improving the applicability of the revetment pile.

[0036] The above description is merely a preferred embodiment of this utility model and does not constitute any limitation on this utility model. Any person skilled in the art can make many possible variations and modifications to the technical solution of this utility model, or modify it into equivalent embodiments, without departing from the scope of the technical solution of this utility model. Therefore, any modifications, equivalent changes, and alterations made to the above embodiments based on the technology of this utility model without departing from the scope of the technical solution of this utility model shall fall within the protection scope of this technical solution.

Claims

1. A shore protection pile, characterized in that The structure includes a pile body (1), with a protrusion (11) on one side and a groove (12) on the other side. Two adjacent pile bodies (1) are connected by the protrusion (11) and the groove (12). The protrusion (11) and the groove (12) can be vertically connected at multiple angles so that multiple connected pile bodies (1) can form an arc-shaped embankment structure. The structure also includes a cutting body (2), which is located at the lower part of the pile body (1).

2. A shore pile according to claim 1, characterised in that The protrusion (11) and the groove (12) are circular structures, so that the protrusion (11) can be vertically inserted into the groove (12) at multiple angles.

3. A shore pile according to claim 1, characterised in that The cutting body (2) is detachably connected to the bottom of the pile body (1).

4. A shore pile according to claim 3, characterised in that The cutting (2) is provided with a pointed tip.

5. A shore pile according to claim 4, characterised in that, The upper end of the cutting body (2) or the lower bottom of the pile body (1) is provided with a plug-in part (4), and the lower bottom of the pile body (1) or the upper end of the cutting body (2) is provided with a slot (5). The plug-in part (4) is connected to the pile body (1) by plugging into the slot (5).

6. A shore pile according to claim 4, characterised in that The cutting body (2) has a protrusion (11) and a groove (12) at both ends.

7. A shore pile according to claim 1, wherein The pile body (1) has a "U" shaped structure.

8. The revetment pile according to claim 1, characterized in that, The pile body (1) is provided with reinforcing steel bars (3).

9. The revetment pile according to claim 1, characterized in that, The pile body (1) has a protrusion (11) on one side.

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