Bridge wharf underwater pile foundation reinforcing device with multi-angle repairing function
By setting multiple reinforcing covers and flexible steel plates on the underwater pile foundation, combined with the injection of underwater non-dispersible concrete grout, the problem of the inability to repair uneven surfaces from multiple angles in the existing technology is solved, thereby improving the reinforcement effect and service life of the pile foundation.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- NANJING CHINA SCUBA ENG TECH CO LTD
- Filing Date
- 2025-04-11
- Publication Date
- 2026-05-12
AI Technical Summary
In existing technologies, underwater pile foundation reinforcement devices cannot effectively repair uneven surfaces from multiple angles, resulting in poor reinforcement effects.
A reinforcement device is designed, which uses multiple reinforcement covers and flexible steel plates to achieve multi-angle fitting with reinforcement bolts and connecting seats, and reinforces the concrete pile by injecting underwater non-dispersible concrete grout.
This technology enables multi-angle reinforcement of uneven concrete pile surfaces, improving the stability and bearing capacity of underwater pile foundations and extending their service life.
Smart Images
Figure CN224227778U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of building bridge technology, specifically a bridge and wharf underwater pile foundation reinforcement device with multi-angle repair function. Background Technology
[0002] The underwater pile foundation reinforcement device for bridges and wharves is an engineering device specifically designed to repair, enhance, or protect the stability and bearing capacity of underwater pile foundation structures. It is mainly used to address damage to pile foundations caused by corrosion, erosion, cracks, or load changes.
[0003] However, in the existing technology, most of the reinforcement of underwater pile foundations adopts the method of wrapping the outside with a steel sleeve. Since the pile foundation is corroded and the surface is uneven, simply wrapping with a steel sleeve results in a general reinforcement effect and cannot reinforce the uneven surface of the pile foundation from multiple angles. Therefore, a bridge and wharf underwater pile foundation reinforcement device with multi-angle repair function is proposed. Summary of the Invention
[0004] The purpose of this utility model is to provide a bridge and wharf underwater pile foundation reinforcement device with multi-angle repair function. By setting reinforcement components, the device fully compresses and fits the uneven outer arc surface of the concrete pile. The third and fourth reinforcement covers are inserted above the first and second reinforcement covers to increase the reinforcement effect on the uneven outer arc surface of the concrete pile, thereby solving the problems mentioned in the background art.
[0005] To achieve the above objectives, this utility model provides the following technical solution:
[0006] A bridge and wharf underwater pile foundation reinforcement device with multi-angle repair function.
[0007] It includes a reinforcement mechanism, which is fitted onto the outside of the concrete pile for reinforcing the concrete pile;
[0008] The reinforcement mechanism includes a first reinforcement cover, a second reinforcement cover, a third reinforcement cover, and a fourth reinforcement cover. The first reinforcement cover, the second reinforcement cover, the third reinforcement cover, and the fourth reinforcement cover are fixedly sleeved on the outside of the concrete pile by reinforcement components. The third reinforcement cover and the fourth reinforcement cover are arranged above the first reinforcement cover and the second reinforcement cover.
[0009] The first, second, third, and fourth reinforcing covers are equipped with bonding components for reinforcing and bonding the concrete piles.
[0010] Preferably, the bonding component includes reinforcing bolts and a flexible steel plate. Four sets of reinforcing bolts are perpendicularly inserted through the outer arc surfaces of the first, second, third, and fourth reinforcing covers. The ends of the multiple reinforcing bolts are fixedly installed to the flexible steel plate through connecting seats. The ends of the reinforcing bolts are rotatably set with the connecting seats. The inner wall of the flexible steel plate is bonded to the outer arc surface of the concrete pile.
[0011] Preferably, the reinforcement component includes a lower insertion block, and the bottom ends of the first reinforcement cover and the second reinforcement cover are respectively provided with lower insertion blocks, and the inner wall of the lower insertion block is in contact with the outer arc surface of the concrete pile.
[0012] Preferably, the top surface of the first, second, third, and fourth reinforcing covers is provided with an injection port, and an injection cavity is provided below the injection port inside the first, second, third, and fourth reinforcing covers.
[0013] Preferably, the reinforcement component further includes a semi-injection port and a semi-injection cavity. A semi-injection port is provided on the upper surface of the sidewalls of the first reinforcement cover, the second reinforcement cover, the third reinforcement cover, and the fourth reinforcement cover that are in contact with each other. A semi-injection cavity is provided below the semi-injection port inside the first reinforcement cover, the second reinforcement cover, the third reinforcement cover, and the fourth reinforcement cover. The semi-injection port and the semi-injection cavity are interconnected. Both the injection cavity and the semi-injection cavity are filled with underwater non-dispersible concrete grout and underwater non-dispersible epoxy grout.
[0014] Preferably, the sidewalls of the first and third reinforcing covers are provided with inserts on the outside of the semi-injection cavity, and slots are provided on the inside of the semi-injection cavity. The sidewalls of the second and fourth reinforcing covers are respectively inserted into the slots and inserts of the sidewalls of the first and third reinforcing covers.
[0015] Preferably, the bottom surfaces of the third and fourth reinforcing covers are provided with inserts corresponding to the injection ports, and the inserts are inserted into the inside of the injection ports and in contact with the inner bottom surface of the injection chamber.
[0016] Preferably, the reinforcement assembly still includes an outer reinforcement plate, and the sidewalls of the first reinforcement cover, the second reinforcement cover, the third reinforcement cover and the fourth reinforcement cover that are in contact with each other are all fixedly installed with the outer reinforcement plate, and the outer reinforcement plate that is in contact with the first reinforcement cover and the second reinforcement cover and the third reinforcement cover and the fourth reinforcement cover is fixedly installed with bolts.
[0017] Compared with the prior art, the beneficial effects of this utility model are:
[0018] This invention uses multiple reinforcing bolts to tighten the flexible steel plates inside the first, second, third, and fourth reinforcing covers onto the concrete pile, making the flexible steel plates fit snugly against the outer arc surface of the concrete pile. External reinforcing components then reinforce the first, second, third, and fourth reinforcing covers. Underwater non-dispersible concrete grout and underwater non-dispersible epoxy grout are injected into the grouting cavity and semi-grouting cavity through the injection port and semi-grouting port, thereby increasing the reinforcement effect on the concrete pile. Attached Figure Description
[0019] Figure 1 This is a schematic diagram of the reinforced concrete pile structure of this utility model;
[0020] Figure 2 This is a schematic diagram of the disassembled structure of the reinforcement mechanism of this utility model;
[0021] Figure 3 This is a schematic diagram of the disassembled state of the third and fourth reinforcing covers of this utility model;
[0022] Figure 4 This is a schematic diagram of the reinforcement component structure of this utility model.
[0023] In the diagram: 1. Concrete pile; 2. Lower insert block; 3. First reinforcing cover; 4. Second reinforcing cover; 5. Third reinforcing cover; 6. Fourth reinforcing cover; 7. Reinforcing bolt; 8. Flexible steel plate; 9. Grouting cavity; 10. Grouting port; 11. Slot; 12. Insert block; 13. Outer reinforcing plate; 14. Insert strip; 15. Half grouting port; 16. Half grouting cavity. Detailed Implementation
[0024] 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.
[0025] Please see Figures 1-4 This utility model provides a technical solution:
[0026] A bridge and wharf underwater pile foundation reinforcement device with multi-angle repair function.
[0027] It includes a reinforcement mechanism, which is fitted onto the outside of the concrete pile 1 and is used to reinforce the concrete pile 1;
[0028] The reinforcement mechanism includes a first reinforcement cover 3, a second reinforcement cover 4, a third reinforcement cover 5 and a fourth reinforcement cover 6. The first reinforcement cover 3 and the second reinforcement cover 4 and the third reinforcement cover 5 and the fourth reinforcement cover 6 are fixedly sleeved on the outside of the concrete pile 1 by reinforcement components. The third reinforcement cover 5 and the fourth reinforcement cover 6 are arranged above the first reinforcement cover 3 and the second reinforcement cover 4.
[0029] The first reinforcing cover 3, the second reinforcing cover 4, the third reinforcing cover 5, and the fourth reinforcing cover 6 are equipped with bonding components for reinforcing and bonding the concrete pile 1.
[0030] The bonding assembly includes reinforcing bolts 7 and flexible steel plates 8. Four sets of reinforcing bolts 7 are perpendicularly inserted through the outer arc surfaces of the first reinforcing cover 3, the second reinforcing cover 4, the third reinforcing cover 5, and the fourth reinforcing cover 6. The ends of multiple reinforcing bolts 7 are fixedly installed to the flexible steel plates 8 through connecting seats. The ends of the reinforcing bolts 7 are rotatably set with the connecting seats. The inner wall of the flexible steel plate 8 is in contact with the outer arc surface of the concrete pile 1. Multiple reinforcing bolts 7 are set to compress the flexible steel plate 8 and fully fit the uneven outer arc surface of the concrete pile 1 inside the flexible steel plate 8. Because the flexible steel plate 8 is a flexible steel plate, when the worker tightens the reinforcing bolts 7 with tools, the ends of the reinforcing bolts 7 rotate within the connecting seats. The reinforcing bolts 7 are threadedly connected to the outer arc surfaces of the first reinforcing cover 3, the second reinforcing cover 4, the third reinforcing cover 5, and the fourth reinforcing cover 6, respectively. When the worker tightens the reinforcing bolts 7, the flexible steel plate 8 fits against the outer arc surface of the concrete pile 1, and the concrete pile 1 is reinforced and supported by the flexible steel plate 8.
[0031] The reinforcement component includes a lower insertion block 2. The bottom ends of the first reinforcement cover 3 and the second reinforcement cover 4 are respectively provided with the lower insertion block 2. The inner wall of the lower insertion block 2 is in contact with the outer arc surface of the concrete pile 1. The lower insertion block 2 is also provided at the bottom ends of the first reinforcement cover 3 and the second reinforcement cover 4. The inner wall of the lower insertion block 2 is in contact with the outer arc surface of the bottom end of the concrete pile 1. This allows the workers to fully insert the lower insertion block 2 into the soil at the bottom end of the concrete pile 1 below the water surface when installing the first reinforcement cover 3 and the second reinforcement cover 4, thereby positioning the first reinforcement cover 3 and the second reinforcement cover 4.
[0032] The top surface of the first reinforcement cover 3, the second reinforcement cover 4, the third reinforcement cover 5 and the fourth reinforcement cover 6 are all provided with an injection port 10. Below the injection port 10, inside the first reinforcement cover 3, the second reinforcement cover 4, the third reinforcement cover 5 and the fourth reinforcement cover 6, there is an injection cavity 9.
[0033] The reinforcement assembly also includes a semi-injection port 15 and a semi-injection cavity 16. The upper surface of the side walls of the first reinforcement cover 3 and the second reinforcement cover 4 and the third reinforcement cover 5 and the fourth reinforcement cover 6 that are in contact with each other are provided with a semi-injection port 15. The semi-injection cavity 16 is provided below the semi-injection port 15 inside the first reinforcement cover 3, the second reinforcement cover 4, the third reinforcement cover 5 and the fourth reinforcement cover 6. The semi-injection port 15 and the semi-injection cavity 16 are interconnected. The injection cavity 9 and the semi-injection cavity 16 are filled with underwater non-dispersible concrete grout and underwater non-dispersible epoxy grout.
[0034] The side walls of the first reinforcing cover 3 and the third reinforcing cover 5 are provided with inserts 12 on the outside of the semi-injection cavity 16, and slots 11 are provided on the inside of the semi-injection cavity 16. The side walls of the second reinforcing cover 4 and the fourth reinforcing cover 6 are respectively inserted into the slots 11 and inserts 12 on the side walls of the first reinforcing cover 3 and the third reinforcing cover 5.
[0035] The bottom surfaces of the third reinforcing cover 5 and the fourth reinforcing cover 6 are provided with inserts 14 corresponding to the injection port 10. The inserts 14 are inserted into the inside of the injection port 10 and contact the inner bottom surface of the injection cavity 9.
[0036] The reinforcement assembly still includes an outer reinforcement plate 13. The sidewalls of the first reinforcement cover 3, the second reinforcement cover 4, the third reinforcement cover 5 and the fourth reinforcement cover 6 that are in contact with each other are all fixedly installed with the outer reinforcement plate 13. The outer reinforcement plate 13 that is in contact with the first reinforcement cover 3 and the second reinforcement cover 4 and the third reinforcement cover 5 and the fourth reinforcement cover 6 is fixedly installed with bolts.
[0037] Finally, a grouting port 10 is provided in the middle of the top surface of the first reinforcing cover 3, the second reinforcing cover 4, the third reinforcing cover 5, and the fourth reinforcing cover 6. Below the grouting port 10, grouting cavities 9 are provided inside the first reinforcing cover 3, the second reinforcing cover 4, the third reinforcing cover 5, and the fourth reinforcing cover 6. This allows workers to attach the first reinforcing cover 3 and the second reinforcing cover 4 to the outside of the concrete pile 1. After fixing the outer reinforcing plates 13 on the outer arc surfaces of the first reinforcing cover 3 and the second reinforcing cover 4 with bolts, concrete is poured into the grouting cavities 9 through the grouting port 10. After pouring, concrete is then poured into the first reinforcing cover 3 and the second reinforcing cover 4. Concrete is poured into the cavity formed by the second reinforcement cover 4 to increase the need for reinforcement and repair of the concrete pile 1. After the first reinforcement cover 3 and the second reinforcement cover 4 are installed, the inserts 14 on the bottom surface of the third reinforcement cover 5 and the fourth reinforcement cover 6 are inserted into the concrete inside the grouting port 10. The third reinforcement cover 5 and the fourth reinforcement cover 6 are installed and fixed in the same way. Similarly, underwater non-dispersible concrete grout and underwater non-dispersible epoxy grout are poured into the grouting cavity 9 inside the third reinforcement cover 5 and the fourth reinforcement cover 6 to reinforce and repair the concrete pile 1 and increase the service life of the concrete pile 1.
[0038] Although embodiments of the present invention have been shown and described above, it is understood that the above embodiments are exemplary and should not be construed as limiting the present invention. Those skilled in the art can make changes, modifications, substitutions and variations to the above embodiments within the scope of the present invention.
Claims
1. A bridge and wharf underwater pile foundation reinforcement device with multi-angle repair function, characterized in that: Includes a reinforcement mechanism, which is fitted onto the outside of the concrete pile (1) and is used to reinforce the concrete pile (1); The reinforcement mechanism includes a first reinforcement cover (3), a second reinforcement cover (4), a third reinforcement cover (5) and a fourth reinforcement cover (6). The first reinforcement cover (3) and the second reinforcement cover (4) and the third reinforcement cover (5) and the fourth reinforcement cover (6) are fixedly sleeved on the outside of the concrete pile (1) by reinforcement components. The third reinforcement cover (5) and the fourth reinforcement cover (6) are arranged above the first reinforcement cover (3) and the second reinforcement cover (4). The first reinforcing cover (3), the second reinforcing cover (4), the third reinforcing cover (5), and the fourth reinforcing cover (6) are provided with bonding components for reinforcing and bonding the concrete pile (1).
2. The underwater pile foundation reinforcement device for bridge wharves with multi-angle repair function according to claim 1, characterized in that: The bonding assembly includes reinforcing bolts (7) and flexible steel plates (8). Four sets of reinforcing bolts (7) are perpendicularly inserted through the outer arc surfaces of the first reinforcing cover (3), the second reinforcing cover (4), the third reinforcing cover (5), and the fourth reinforcing cover (6). The ends of multiple reinforcing bolts (7) are fixedly installed to the flexible steel plates (8) through connecting seats. The ends of the reinforcing bolts (7) are rotatably set with the connecting seats. The inner wall of the flexible steel plate (8) is bonded to the outer arc surface of the concrete pile (1).
3. The underwater pile foundation reinforcement device for bridge wharves with multi-angle repair function according to claim 2, characterized in that: The reinforcement component includes a lower insert (2). The bottom ends of the first reinforcement cover (3) and the second reinforcement cover (4) are respectively provided with lower inserts (2). The inner wall of the lower insert (2) is in contact with the outer arc surface of the concrete pile (1).
4. The underwater pile foundation reinforcement device for bridge wharves with multi-angle repair function according to claim 3, characterized in that: The top surface of the first reinforcement cover (3), the second reinforcement cover (4), the third reinforcement cover (5) and the fourth reinforcement cover (6) are all provided with an injection port (10), and an injection cavity (9) is provided below the injection port (10) inside the first reinforcement cover (3), the second reinforcement cover (4), the third reinforcement cover (5) and the fourth reinforcement cover (6).
5. The underwater pile foundation reinforcement device for bridge wharves with multi-angle repair function according to claim 4, characterized in that: The reinforcement assembly also includes a semi-filling port (15) and a semi-filling cavity (16). The upper surface of the side wall of the first reinforcement cover (3) and the second reinforcement cover (4) and the third reinforcement cover (5) and the fourth reinforcement cover (6) are all provided with a semi-filling port (15). The semi-filling cavity (16) is provided below the semi-filling port (15) inside the first reinforcement cover (3), the second reinforcement cover (4), the third reinforcement cover (5) and the fourth reinforcement cover (6). The semi-filling port (15) and the semi-filling cavity (16) are interconnected. The cavity (9) and the semi-filling cavity (16) are filled with concrete.
6. The underwater pile foundation reinforcement device for bridge wharves with multi-angle repair function according to claim 5, characterized in that: The sidewalls of the first reinforcing cover (3) and the third reinforcing cover (5) are provided with inserts (12) on the outside of the semi-injection cavity (16), and slots (11) are provided on the inside of the semi-injection cavity (16). The sidewalls of the second reinforcing cover (4) and the fourth reinforcing cover (6) are respectively inserted into the slots (11) and inserts (12) on the sidewalls of the first reinforcing cover (3) and the third reinforcing cover (5).
7. A bridge and wharf underwater pile foundation reinforcement device with multi-angle repair function according to claim 6, characterized in that: The bottom surfaces of the third reinforcing cover (5) and the fourth reinforcing cover (6) are provided with inserts (14) corresponding to the injection port (10). The inserts (14) are inserted into the inside of the injection port (10) and contact the inner bottom surface of the injection cavity (9).
8. The underwater pile foundation reinforcement device for bridge wharves with multi-angle repair function according to claim 7, characterized in that: The reinforcement assembly still includes an outer reinforcement plate (13). The sidewalls of the first reinforcement cover (3), the second reinforcement cover (4), the third reinforcement cover (5) and the fourth reinforcement cover (6) are all fixedly installed with the outer reinforcement plate (13). The outer reinforcement plate (13) that is attached to the first reinforcement cover (3) and the second reinforcement cover (4) and the third reinforcement cover (5) and the fourth reinforcement cover (6) is fixedly installed with bolts.