Wave pile with stable supporting structure

Abstract

The invention relates to the technical field of wave pile construction, in particular to a wave pile with a stable supporting structure, which comprises a first wave pile main body and a second wave pile main body, and square through grooves are formed in the outer walls of the first wave pile main body and the second wave pile main body; threaded grooves are formed in the outer wall of the first wave pile body and the outer wall of the second wave pile body correspondingly, the inner walls of the threaded grooves are in threaded connection with first threaded rods, and one ends of the first threaded rods are fixedly connected with first abutting blocks. The wave pile has the beneficial effects that the first wave pile body and the second wave pile body are connected with each other after being installed, it can be ensured that when the water flow is large, the adjacent wave piles can jointly resist the water flow impact force, the water flow impact force is offset, and the single stress of the wave piles is changed into the simultaneous stress of one row of the wave piles.

Description

Technical Field

[0001] The present invention relates to the technical field of wave pile construction, and specifically relates to a wave pile with a stable support structure. Background Art

[0002] A wave pile is a concrete component used in multiple fields such as water conservancy revetment and slope protection, and landscape river renovation. It has a high bearing capacity against water flow impact, can resist large-scale destructive wave energy, and is one of the most commonly used components for flood control and revetment.

[0003] Currently, when the existing wave piles on the market are constructed and installed, multiple wave piles are usually inserted side by side into the soil in the construction area. However, since there is no substantial connection between multiple wave piles, they are prone to shift relative to each other along with soil erosion. Moreover, the existing wave piles rely only on the friction between the pile body and the soil to support the wave piles, and are prone to toppling in areas with large water flow. Therefore, a wave pile that can solve the above problems is needed. Summary of the Invention

[0004] The present invention provides a wave pile with a stable support structure, which has the beneficial effect of enabling multiple adjacent wave piles to share forces and further enhancing the stable support effect of the wave piles, and solves the problems mentioned in the above background art that since there is no substantial connection between multiple wave piles, they are prone to shift relative to each other along with soil erosion, and the existing wave piles rely only on the friction between the pile body and the soil to support the wave piles, and are prone to toppling in areas with large water flow.

[0005] To achieve the above object, the present invention provides the following technical solution: A wave pile with a stable support structure includes a first wave pile main body and a second wave pile main body. Square through grooves are provided on the outer walls of both the first wave pile main body and the second wave pile main body. Thread grooves are provided on the outer walls of both the first wave pile main body and the second wave pile main body. A first threaded rod is threadedly connected to the inner wall of the thread groove, and a first abutting block is fixedly connected to one end of the first threaded rod; A first fixing frame is slidably connected to the inner wall of the square through groove. A second threaded rod is threadedly connected to the inner wall of the first fixing frame. A second abutting block is fixedly connected to one end of the second threaded rod. A second fixing frame is fixedly connected to the outer wall of the first fixing frame, and the first fixing frame and the second fixing frame communicate with each other; A plurality of uniformly distributed guide grooves are provided on the inner wall of the second fixing frame, and a second limiting block is slidably connected to the inner wall of the guide groove.

[0006] Preferably, the first abutting block is provided with a frustum shape, and an annular first abutting surface is provided on the outer wall of the first abutting block; The outer wall of the first abutting block is fixedly connected with a connecting rod, and one end of the connecting rod is rotatably installed with a moving frame.

[0007] Preferably, a second limiting groove is formed at one end of the connecting rod. The inner contour of the second limiting groove is square. One end of the connecting rod is fixedly connected with a strong spring, and the other end of the strong spring is fixedly connected with a first limiting block. The outer contour of the first limiting block is larger than the contour of the opening of the moving frame. A square convex block is fixedly connected to the outer wall of the first limiting block, and the outer contour of the square convex block matches the inner contour of the second limiting groove.

[0008] Preferably, a second threaded rod is fixedly connected to the outer wall of the square convex block, and the second threaded rod is threadedly connected to the inner wall of the first fixing frame.

[0009] Preferably, a third abutting surface is formed on the outer wall of the second abutting block. A fixing piece is fixedly connected to the outer wall of the second limiting block, and a reset spring is fixedly connected to the outer wall of the fixing piece. One end of the reset spring is fixedly connected to the outer wall of the second fixing frame. A fourth abutting surface is formed at one end of the second limiting block, and a spherical surface is formed at the other end of the second limiting block.

[0010] Preferably, a positioning conical thorn is fixedly connected to one end of the second fixing frame.

[0011] Preferably, a second limiting steel column is fixedly connected to the inner wall of the square through groove.

[0012] Preferably, a plurality of uniformly distributed installation grooves and first limiting grooves are formed on the outer walls of the first wave pile body and the second wave pile body. A first limiting steel column is slidably connected to the inner wall of the installation groove. A second abutting surface is formed at one end of the first limiting steel column, and the end contour of the first limiting steel column matches the inner contour of the first limiting groove.

[0013] Preferably, a knob is fixedly connected to one end of the first threaded rod. Fixed steel plates are fixed to the ends of the first wave pile body and the second wave pile body. A plurality of uniformly distributed strengthening grooves are formed on the outer walls of the first wave pile body and the second wave pile body, and strengthening steel bars are fixedly connected to the inner walls of the strengthening grooves.

[0014] Preferably, engaging grooves are formed on the outer walls of the first wave pile body and the second wave pile body.

[0015] Compared with the prior art, the beneficial effects of the present invention are as follows: 1. In the present invention, the first wave pile body and the second wave pile body are in a mutually connected state after installation, which can ensure that when the water flow is large, adjacent wave piles can jointly resist the water flow impact force, offset the water flow impact force, and change the single force-bearing of the wave pile to the simultaneous force-bearing of a row.

[0016] 2. In the present invention, the fourth contact surface at one end of the second limiting block is inserted into the soil. Since there are multiple second limiting blocks, and the multiple second limiting blocks are inserted into the soil, the grip and support force between the corrugated pile and the soil can be further increased.

[0017] 3. In the present invention, by continuously rotating the connecting rod, the second fixing frame and the positioning cone are inserted into the soil at the bottom of the corrugated pile, further enhancing the support performance of the corrugated pile. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 is a schematic diagram of the overall structure of the present invention; Figure 2 is a schematic top view structure diagram of the present invention; Figure 3 is a schematic enlarged structure diagram of the first threaded rod and its periphery of the present invention; Figure 4 is a schematic front sectional structure diagram of the present invention; Figure 5 of the present invention Figure 4 is a schematic enlarged partial structure diagram of the connecting rod and its periphery; Figure 6 of the present invention Figure 5 is a schematic enlarged structure diagram of part A; Figure 7 of the present invention Figure 5 is a schematic enlarged partial structure diagram of the first fixing frame and its periphery; Figure 8 of the present invention Figure 7 is a schematic enlarged structure diagram of part B; Figure 9 of the present invention Figure 7 is a schematic enlarged structure diagram of part C; Figure 10 is a schematic structure diagram of the moving frame and its periphery of the present invention; Figure 11 is a schematic sectional structure diagram of the moving frame and its periphery of the present invention.

[0019] In the attached drawings, the list of components represented by each reference numeral is as follows: 1. First wave pile body; 2. Fixed steel plate; 3. Engaging groove; 4. Reinforcing groove; 5. Reinforcing steel bar; 6. First threaded rod; 7. Knob; 8. Threaded groove; 9. Square through groove; 10. First abutting block; 11. First abutting surface; 12. First limiting groove; 13. Installation groove; 14. First limiting steel column; 15. Second abutting surface; 16. Connecting rod; 17. First fixing frame; 18. Second abutting block; 19. Third abutting surface; 20. Second fixing frame; 21. Moving frame; 22. Second limiting groove; 23. Strong spring; 24. Square convex block; 25. First limiting block; 26. Second threaded rod; 27. Guide groove; 28. Second limiting block; 29. Fourth abutting surface; 30. Spherical surface; 31. Fixed piece; 32. Return spring; 33. Positioning cone spike; 34. Second limiting steel column; 40. Second wave pile body. Detailed implementation mode

[0020] Next, the technical solutions in the embodiments of the present invention will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.

[0021] Embodiment 1. The purpose of this embodiment is to facilitate the solution of the problem that since there is no substantial connection between multiple wave piles, they are prone to shift relative to each other with soil erosion, and the existing wave piles rely only on the friction between the pile body and the soil to support the wave piles, and are prone to toppling in areas with large water flow. Please refer to Figure 1 - Figure 11 , a wave pile with a stable support structure, including a first wave pile body 1 and a second wave pile body 40. Square through grooves 9 are provided on the outer walls of the first wave pile body 1 and the second wave pile body 40. Threaded grooves 8 are provided on the outer walls of the first wave pile body 1 and the second wave pile body 40. A first threaded rod 6 is threadedly connected to the inner wall of the threaded groove 8. One end of the first threaded rod 6 is fixedly connected to a first abutting block 10; A first fixing frame 17 is slidably connected to the inner wall of the square through groove 9. A second threaded rod 26 is threadedly connected to the inner wall of the first fixing frame 17. One end of the second threaded rod 26 is fixedly connected to a second abutting block 18. The outer wall of the first fixing frame 17 is fixedly connected to a second fixing frame 20. The first fixing frame 17 and the second fixing frame 20 communicate with each other; A plurality of uniformly distributed guide grooves 27 are provided on the inner wall of the second fixing frame 20. A second limiting block 28 is slidably connected to the inner wall of the guide groove 27.

[0022] The first abutting block 10 is set to have a frustum shape, and an annular first abutting surface 11 is formed on the outer wall of the first abutting block 10; A connecting rod 16 is fixedly connected to the outer wall of the first abutting block 10, and a moving frame 21 is rotatably installed at one end of the connecting rod 16.

[0023] A plurality of uniformly distributed installation grooves 13 and first limiting grooves 12 are formed on the outer walls of the first corrugated pile body 1 and the second corrugated pile body 40. A first limiting steel column 14 is slidably connected to the inner wall of the installation groove 13. A second abutting surface 15 is formed at one end of the first limiting steel column 14, and the end contour of the first limiting steel column 14 matches the inner contour of the first limiting groove 12.

[0024] A knob 7 is fixedly connected to one end of the first threaded rod 6. Fixed steel plates 2 are fixed to the ends of the first corrugated pile body 1 and the second corrugated pile body 40 respectively. A plurality of uniformly distributed strengthening grooves 4 are formed on the outer walls of the first corrugated pile body 1 and the second corrugated pile body 40, and strengthening steel bars 5 are fixedly connected to the inner walls of the strengthening grooves 4.

[0025] Engaging grooves 3 are formed on the outer walls of the first corrugated pile body 1 and the second corrugated pile body 40.

[0026] In this embodiment: when using this corrugated pile, first use the installation machinery of the corrugated pile to insert the first corrugated pile body 1 into the construction area. Subsequently, align and engage the engaging groove 3 formed on the adjacent second corrugated pile body 40 with the engaging groove 3 formed on the outer wall of the first corrugated pile body 1. Insert the second corrugated pile body 40 beside the first corrugated pile body 1 and align them in the state shown in the attachment Figure 1 so that a micro "s" shaped arrangement is formed between the first corrugated pile body 1 and the second corrugated pile body 40, which can better relieve the impact force of the water flow.

[0027] Subsequently, rotate the corresponding knob 7 on the second corrugated pile body 40. When the knob 7 rotates, it drives the first threaded rod 6 to rotate synchronously, prompting the first threaded rod 6 to rotate and move downward along the threaded groove 8. The rotational downward movement of the first threaded rod 6 will drive the first abutting block 10 to move downward while rotating synchronously. The downward movement trajectory of the first abutting block 10 causes the first abutting surface 11 on the outer wall of the first abutting block 10 to abut against the second abutting surface 15 on the outer wall of the first limiting steel column 14. The abutment causes the first limiting steel column 14 to be stressed and slide along the guide of the installation groove 13 into the first limiting groove 12. As the abutment progresses, until the first limiting steel column 14 penetrates into the first limiting groove 12 on the outer wall of the second corrugated pile body 40. At this time, a part of the first limiting steel column 14 is inside the first corrugated pile body 1, and a part is inside the second corrugated pile body 40. And there are multiple first limiting steel columns 14. During the continuous downward movement of the first abutting block 10, parts of multiple first limiting steel columns 14 can be pushed into the first limiting groove 12 on the outer wall of the second corrugated pile body 40. At this time, the second corrugated pile body 40 and the first corrugated pile body 1 are connected to each other through the first limiting steel column 14; It should be noted that both the first limiting steel column 14 and the first limiting groove 12 are set at an inclined angle. Therefore, when the first limiting steel column 14 enters the first limiting groove 12, it can not only limit the lateral relative position between the first corrugated pile body 1 and the second corrugated pile body 40 front and back, but also limit the longitudinal relative position between the first corrugated pile body 1 and the second corrugated pile body 40 to a certain extent; And it should be noted that the first limiting steel column 14 is nailed into the installation groove 13 before construction. The first limiting steel column 14 has a certain degree of fastening friction force in the installation groove 13 and will not easily fall out; At this time, the first corrugated pile body 1 and the second corrugated pile body 40 are in a connected state after installation, which can ensure that when the water flow is large, adjacent corrugated piles can jointly resist the water flow impact force, offset the water flow impact force, and change the single force-bearing of the corrugated pile to the simultaneous force-bearing of a row.

[0028] Embodiment 2. The purpose of this embodiment is to facilitate the solution of the problem that when encountering a large water flow impact, the corrugated piles are prone to fall down in rows because adjacent corrugated piles are connected together. This embodiment is an improvement based on Embodiment 1. Specifically, please refer to Figure 1 - Figure 11 , a second limiting groove 22 is opened at one end of the connecting rod 16. The inner contour of the second limiting groove 22 is set to be square. One end of the connecting rod 16 is fixedly connected with a strong spring 23. The other end of the strong spring 23 is fixedly connected with a first limiting block 25. The outer contour of the first limiting block 25 is larger than the opening contour of the moving frame 21. A square convex block 24 is fixedly connected to the outer wall of the first limiting block 25. The outer contour of the square convex block 24 matches the inner contour of the second limiting groove 22.

[0029] The outer wall of the square bump 24 is fixedly connected with a second threaded rod 26, and the second threaded rod 26 is threadedly connected with the inner wall of the first fixed frame 17.

[0030] A third contact surface 19 is formed on the outer wall of the second contact block 18. A fixing piece 31 is fixedly connected to the outer wall of the second limiting block 28. A return spring 32 is fixedly connected to the outer wall of the fixing piece 31. One end of the return spring 32 is fixedly connected to the outer wall of the second fixed frame 20. A fourth contact surface 29 is formed at one end of the second limiting block 28, and a spherical surface 30 is formed at the other end of the second limiting block 28.

[0031] A positioning conical thorn 33 is fixedly connected to one end of the second fixed frame 20.

[0032] A second limiting steel column 34 is fixedly connected to the inner wall of the square through groove 9.

[0033] In this embodiment: When using this corrugated pile for construction, on the basis of the first embodiment, continue to rotate the knob 7, so that the first threaded rod 6 continues to move downward while rotating. The downward movement of the first threaded rod 6 drives the connecting rod 16 to move downward synchronously. The downward movement of the connecting rod 16 drives the moving frame 21 to move downward synchronously. And because the end of the connecting rod 16 is rotatably installed on the inner wall of the moving frame 21, the connecting rod 16 will not drive the moving frame 21 to rotate synchronously. When the moving frame 21 moves downward, it drives the second threaded rod 26 to move downward synchronously. The second threaded rod 26 drives the first fixed frame 17, the second fixed frame 20 and the positioning conical thorn 33 to move downward synchronously until the positioning conical thorn 33 penetrates into the soil below. It should be noted that the strong spring 23 is a spring with a relatively large elastic coefficient and requires a relatively large force to be compressed. At this time, the force of the positioning conical thorn 33 driving the second fixed frame 20 to move downward and penetrate the soil is not enough to compress the strong spring 23.

[0034] As the first fixed frame 17 and the second fixed frame 20 continue to move downward, since the outer contour of the first fixed frame 17 is larger than that of the second fixed frame 20 by one circle, when the first fixed frame 17 moves downward to a certain extent, it will touch the second limit steel column 34 and cannot continue to move downward. At this time, continue to rotate the knob 7 to make the first threaded rod 6 continue to move downward, which will cause the end of the first fixed frame 17 to be squeezed against the outer wall of the second limit steel column 34 until the squeezing force is greater than the force required to compress the strong spring 23. At this time, the first fixed frame 17 drives the second threaded rod 26, the square convex block 24 and the first limit block 25 to slide upward along the inner wall of the moving frame 21. During the sliding process, the strong spring 23 is compressed until the square convex block 24 slides upward and touches the notch of the second limit groove 22. As the connecting rod 16 continues to rotate, the square convex block 24 will eventually coincide with the position of the notch of the second limit groove 22. At this time, since the outer contour of the square convex block 24 matches the inner contour of the second limit groove 22, the square convex block 24 will enter the second limit groove 22. And because both the second limit groove 22 and the square convex block 24 are set to be square, the rotation of the connecting rod 16 at this time will drive the square convex block 24 and the second threaded rod 26 to rotate synchronously.

[0035] When the second threaded rod 26 rotates, it will drive the first fixed frame 17 to rotate synchronously. However, since the first fixed frame 17 is set to be square and the inner contour of the square through groove 9 is also set to be square, the first fixed frame 17 cannot rotate on the inner wall of the square through groove 9. Therefore, the second threaded rod 26 will move deeper into the inner wall of the first fixed frame 17 while rotating through the threaded connection relationship with the inner wall of the first fixed frame 17. The downward movement of the second threaded rod 26 drives the second abutting block 18 to move downward synchronously. The downward movement trajectory of the second abutting block 18 will cause the third abutting surface 19 on the outer wall of the second abutting block 18 to touch the spherical surface 30 at one end of the second limit block 28. The abutting causes the second limit block 28 to move along the inner wall of the guide groove 27 in the direction of the compression return spring 32. At this time, the fourth abutting surface 29 at one end of the second limit block 28 will penetrate into the soil. And since there are multiple second limit blocks 28, the multiple second limit blocks 28 penetrate into the soil, which can further increase the grip and support force between the wave pile and the soil. It should be noted that at this time, the positioning cone thorns 33 and the second fixed frame 20 are completely penetrated into the soil.

[0036] It should be noted that in this article, relational terms such as first and second are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the term "comprising", "including" or any other variant thereof is intended to cover non-exclusive inclusion, so that a process, method, article or device comprising a series of elements not only includes those elements, but also includes other elements not expressly listed, or elements inherent to such process, method, article or device.

[0037] Although embodiments of the present invention have been shown and described, it will be understood by those of ordinary skill in the art that various changes, modifications, substitutions and variations can be made to these embodiments without departing from the principles and spirit of the present invention, and the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A wavy pile with a stable support structure, comprising a first wavy pile body (1) and a second wavy pile body (40), characterized in that: The outer walls of the first corrugated pile body (1) and the second corrugated pile body (40) are both provided with square through grooves (9), and the outer walls of the first corrugated pile body (1) and the second corrugated pile body (40) are both provided with threaded grooves (8). The inner wall of the threaded groove (8) is threadedly connected with a first threaded rod (6), and one end of the first threaded rod (6) is fixedly connected with a first abutting block (10); A first fixing frame (17) is slidably connected to the inner wall of the square through groove (9). A second threaded rod (26) is threadedly connected to the inner wall of the first fixing frame (17). One end of the second threaded rod (26) is fixedly connected with a second abutting block (18). The outer wall of the first fixing frame (17) is fixedly connected with a second fixing frame (20), and the first fixing frame (17) communicates with the second fixing frame (20); A plurality of uniformly distributed guiding grooves (27) are provided in the inner wall of the second fixing frame (20), and a second limiting block (28) is slidably connected to the inner wall of the guiding groove (27).

2. The wave pile with a stable support structure according to claim 1, wherein: The first abutting block (10) is arranged in a frustum shape, and an annular first abutting surface (11) is provided on the outer wall of the first abutting block (10); A connecting rod (16) is fixedly connected to the outer wall of the first abutting block (10), and a moving frame (21) is rotatably installed at one end of the connecting rod (16).

3. The wave pile with a stable support structure according to claim 2, characterized in that: A second limiting groove (22) is provided at one end of the connecting rod (16). The inner contour of the second limiting groove (22) is square. A strong spring (23) is fixedly connected to one end of the connecting rod (16). The other end of the strong spring (23) is fixedly connected with a first limiting block (25). The outer contour of the first limiting block (25) is larger than the contour of the opening of the moving frame (21). A square convex block (24) is fixedly connected to the outer wall of the first limiting block (25), and the outer contour of the square convex block (24) matches the inner contour of the second limiting groove (22).

4. The wave pile with a stable support structure according to claim 3, characterized in that: A second threaded rod (26) is fixedly connected to the outer wall of the square convex block (24), and the second threaded rod (26) is threadedly connected to the inner wall of the first fixing frame (17).

5. The wave pile with a stable support structure according to claim 4, wherein: A third abutting surface (19) is provided on the outer wall of the second abutting block (18). A fixing piece (31) is fixedly connected to the outer wall of the second limiting block (28). A return spring (32) is fixedly connected to the outer wall of the fixing piece (31). One end of the return spring (32) is fixedly connected to the outer wall of the second fixing frame (20). A fourth abutting surface (29) is provided at one end of the second limiting block (28), and a spherical surface (30) is provided at the other end of the second limiting block (28).

6. The wave pile with a stable support structure according to claim 5, wherein: A positioning cone (33) is fixedly connected to one end of the second fixing frame (20).

7. The wave pile with a stable support structure according to claim 6, characterized in that: A second limiting steel column (34) is fixedly connected to the inner wall of the square through groove (9).

8. The wave pile with a stable support structure according to claim 7, characterized in that: The outer walls of the first corrugated pile body (1) and the second corrugated pile body (40) are both provided with a plurality of uniformly distributed installation grooves (13) and first limiting grooves (12). A first limiting steel column (14) is slidably connected to the inner wall of the installation groove (13). A second contact surface (15) is provided at one end of the first limiting steel column (14). The end contour of the first limiting steel column (14) matches the inner contour of the first limiting groove (12).

9. The wave pile with a stable support structure according to claim 8, characterized in that: One end of the first threaded rod (6) is fixedly connected to a knob (7). Fixed steel plates (2) are fixed to the ends of the first corrugated pile body (1) and the second corrugated pile body (40). A plurality of uniformly distributed strengthening grooves (4) are provided on the outer walls of the first corrugated pile body (1) and the second corrugated pile body (40). Strengthening steel bars (5) are fixedly connected to the inner walls of the strengthening grooves (4).

10. A wave pile with a stable support structure according to claim 9, characterized in that: Engaging grooves (3) are provided on the outer walls of the first corrugated pile body (1) and the second corrugated pile body (40).

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