A high-strength concrete pipe pile with built-in steel bar cage

The built-in steel ball cage structure solves the problem of insufficient strength of concrete pipe piles when bearing internal and external pressures, achieves stable connection and enhanced structural strength, and simplifies the construction process.

CN115584721BActive Publication Date: 2025-09-05JIAXING LONGDING LARGE CONCRETE COMPONENTS CO LTD
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Patent Information

Application Number
CN202211245684.2
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2022-10-12
Publication Date
2025-09-05
Estimated Expiration
2042-10-12

AI Technical Summary

Technical Problem

Existing concrete pipe piles are not strong enough to withstand internal and external soil pressure, and the length and connection of the pipe piles are not easy to adjust.

Method used

It adopts a built-in steel ball cage structure, through the combined design of steel outer ring, steel inner ring, outer fastening ring and arc-shaped connector, combined with sealing structure and reinforced connection structure, to achieve stable connection and reinforcement of concrete pipe piles.

Benefits of technology

It improves the structural strength and connection stability of concrete pipe piles, enhances the resistance to soil pressure, simplifies the connection process of pipe piles, and improves the overall construction efficiency.

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Abstract

The present invention discloses a high-strength concrete pipe pile with a built-in steel bar cage, comprising a concrete pipe pile 1 and a concrete pipe pile 2, wherein the concrete pipe pile 1 and the concrete pipe pile 2 are connected by a pipe pile connecting structure, and a sealing structure is installed on one end of the concrete pipe pile 1 and the concrete pipe pile 2 away from the pipe pile connecting structure. The concrete pipe pile 1 and the concrete pipe pile 2 both comprise a steel bar outer ring and a steel bar inner ring, and a plurality of positioning blocks are evenly welded on the outer wall of the steel bar outer ring. Positioning holes are opened on the arc-shaped connecting piece, and the outer wall of the outer fastening ring is provided with an outer reinforcement structure. Beneficial effects: such a device has a simple structure, is convenient for connecting the adjacent concrete pipe piles 1 and 2, and has good stability after connection. At the same time, the overall structural strength of the concrete pipe piles 1 and 2 is enhanced, making them not easy to break or damage, and the overall casting production is relatively simple.
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Description

Technical Field

[0001] The present invention relates to the technical field of concrete pipe piles, in particular to a high-strength concrete pipe pile with a built-in steel bar cage. Background Art

[0002] Concrete pipe piles are a type of prefabricated engineering piles. As the foundation material of buildings, they are driven into the ground by pile drivers under specific geological environments and act under stress in buildings and structures. There are two main uses for construction pipe piles: one is to transfer the weight of the upper building to the lower soil layer with high bearing capacity through the pipe piles, thereby improving the stability of the building; the other is to compact the soft soil layer, thereby increasing the bearing capacity of the foundation soil. The use of pipe piles can greatly reduce the cost of the foundation, and the strength is also sufficient. Therefore, they are widely used in engineering foundation fields such as railways, highways and bridges, ports, docks, water conservancy, municipal administration, buildings and large equipment.

[0003] For example, a high-strength concrete pipe pile is disclosed in the patent with application number CN202122388193.0. The high-strength concrete pipe pile is designed with inner piles, vertical plates, horizontal plates, first inclined plates and second inclined plates. The first inclined plates and second inclined plates are triangular reinforcements, which can improve the stability and compressive resistance of the concrete pipe pile body and effectively improve the overall strength of the concrete pipe pile body. The design of the first protective layer, the second protective layer and the third protective layer, the first protective layer can make the concrete pipe pile body waterproof and high-temperature resistant.

[0004] However, in actual use, the concrete pipe piles are only reinforced from the inside by a single-layer reinforcement structure. The concrete pipe piles not only have to withstand internal pressure, but also need to withstand the extrusion of external soil. Simply setting up a reinforcement structure inside cannot improve the strength of the concrete pipe pile body. At the same time, the required length of the pipe piles varies according to different needs, which is not convenient for connecting the pipe piles.

[0005] Currently, no effective solutions have been proposed for the problems in related technologies. Summary of the Invention

[0006] In view of the problems in the related art, the present invention proposes a high-strength concrete pipe pile with a built-in steel bar cage to overcome the above-mentioned technical problems existing in the existing related art.

[0007] The technical solution of the present invention is achieved as follows:

[0008] A high-strength concrete pipe pile with a built-in steel ball cage includes a concrete pipe pile 1 and a concrete pipe pile 2. The concrete pipe pile 1 and the concrete pipe pile 2 are connected by a pipe pile connection structure. The ends of the concrete pipe pile 1 and the concrete pipe pile 2 away from the pipe pile connection structure are both installed with a sealing structure. The concrete pipe pile 1 and the concrete pipe pile 2 each include a steel bar outer ring and a steel bar inner ring. A plurality of positioning blocks are evenly welded on the outer wall of the steel bar outer ring, and the positioning blocks are trapezoidal in structure. An outer fastening ring is provided outside the steel bar outer ring. A plurality of positioning grooves are evenly opened on the inner wall of the outer fastening ring, and the positioning grooves are trapezoidal in shape. The outer ring of the steel bar is fixed with the inner ring of the steel bar by welding, and the outer ring of the steel bar is fixed with the inner ring of the steel bar by an arc-shaped connecting piece. A concrete pouring cavity is formed between the outer ring of the steel bar and the inner ring of the steel bar. Positioning holes are provided on the arc-shaped connecting piece. The outer wall of the outer fastening ring is provided with an external reinforcement structure. The upper and lower adjacent outer rings of the steel bar and the inner ring of the steel bar are fixedly connected by positioning steel bars by welding. A supporting steel pipe is passed through the positioning hole in the arc-shaped connecting piece. The pipe pile connection structure includes a connection at one end of the concrete pipe pile. The connector 1 and the connector 2 at one end of the concrete pipe pile 2 are both hollow structures. Positioning thread grooves are provided on the outer walls of the connector 1 and the connector 2. Positioning columns are symmetrically provided on the concrete pipe pile 1 and the concrete pipe pile 2. An outer metal connecting tube and an inner metal connecting tube are provided between the connector 1 and the connector 2. The inner wall of the outer metal connecting tube and the outer wall of the inner metal connecting tube are fixedly connected by a metal connecting ring. Two metal connecting tubes are formed between the outer metal connecting tube, the inner metal connecting tube and the metal connecting ring to match the connector 1 and the connector 2. The outer sleeve is provided with a plurality of holes which match the positioning posts, and the outer sleeve is provided with a plurality of connecting threads which are connected to the outer sleeve of the fixing plate. The connecting threads are connected to the fixing plates, and the fixing plates are connected to the fixing plates.

[0009] Furthermore, four sets of external positioning mechanisms are evenly and detachably mounted on the first concrete pipe pile and the second concrete pipe pile.

[0010] Furthermore, the external positioning mechanism includes a positioning piece, a cutting edge is integrally provided on the positioning piece, and a cutting edge is provided at one end of the positioning piece and the cutting edge.

[0011] Furthermore, an arc-shaped connecting plate having the same curvature as that of the outer covering steel sleeve is integrally mounted on the bottom of the positioning piece, and positioning through holes are symmetrically mounted on the arc-shaped connecting plate.

[0012] Furthermore, the sealing structure includes a metal sealing ring connected to one end of the concrete pipe pile 1 and the concrete pipe pile 2, and a cavity is provided at the center of the metal sealing ring.

[0013] Furthermore, four mounting bolts are installed on the metal sealing ring, and a sealing gasket is installed on one side of the metal sealing ring located on the mounting bolts.

[0014] Furthermore, the reinforced connection structure includes an outer casing and an inner casing, and a reinforced connecting rod is connected between the outer casing and the inner casing.

[0015] Furthermore, an outer filling layer is provided between the outer casing and the inner casing, and the outer filling layer is connected to the inner wall of the inner casing via a steel mesh layer.

[0016] Furthermore, an anti-rust coating is sprayed on the outer ring of the steel bar and the outer fastening ring.

[0017] The present invention provides a high-strength concrete pipe pile with a built-in steel bar cage, which has the following beneficial effects:

[0018] The concrete pipe pile 1 and the concrete pipe pile 2 are connected by a pipe pile connection structure. The ends of the concrete pipe pile 1 and the concrete pipe pile 2 away from the pipe pile connection structure are both installed with a sealing structure. The outer wall of the outer fastening ring is provided with an outer reinforcement structure. The upper and lower adjacent steel bar outer rings and steel bar inner rings are fixedly connected by welding positioning steel bars. A supporting steel pipe is passed through the positioning hole in the arc-shaped connector. When in use, the pipe pile connection structure is used as needed to insert the connector head 1 at one end of the concrete pipe pile 1 and the connector head 2 at one end of the concrete pipe pile 2 into the connecting cavity composed of the outer metal connecting tube and the inner metal connecting tube. At the same time, the positioning columns on the concrete pipe pile 1 and the concrete pipe pile 2 are inserted into the limiting holes on the outer metal connecting tube, thereby ensuring the accuracy of the docking of the concrete pipe pile 1 and the concrete pipe pile 2. When the concrete pipe pile 1 and the concrete pipe pile 2 are positioned, the connecting bolts are screwed through the connecting threaded holes through the action of the connecting bolts. And it is threadedly connected with the positioning thread groove to connect and fix the concrete pipe pile one and the concrete pipe pile two. After the connection and fixation are completed, the concrete pipe pile can be inserted into the ground through a pile driver. Through the action of the outer ring and the inner ring of the steel bars in the concrete pipe pile one and the concrete pipe pile two, in conjunction with the outer fastening ring, after pouring concrete from the concrete pouring cavity, the concrete and the outer ring and the inner ring of the steel bars are perfectly connected and matched, which greatly increases its structural strength. In conjunction with the positioning steel bars, the connection strength of the upper and lower adjacent outer rings of the steel bars and the inner ring of the steel bars is enhanced, making it less likely to be broken by the pressure of the soil and the pressure during piling. Finally, in conjunction with the external reinforcement structure, its overall structural strength is improved. Such a device has a simple structure, is convenient for connecting the adjacent concrete pipe piles one and two, and has good stability after connection. At the same time, it enhances the overall structural strength of the concrete pipe piles one and two, making it less likely to be broken and damaged, and the overall pouring production is relatively simple. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the following briefly introduces the drawings required for use in the embodiments. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying any creative work.

[0020] Figure 1 This is a front view of a high-strength concrete pipe pile with a built-in steel bar cage according to an embodiment of the present invention;

[0021] Figure 2 3. A top view of a first concrete pipe pile and a second concrete pipe pile in a high-strength concrete pipe pile with a built-in steel bar cage according to an embodiment of the present invention;

[0022] Figure 3is a cross-sectional view of a first concrete pipe pile and a second concrete pipe pile in a high-strength concrete pipe pile with a built-in steel bar cage according to an embodiment of the present invention;

[0023] Figure 4 2 is a schematic structural diagram of a pipe pile connection structure in a high-strength concrete pipe pile with a built-in steel bar cage according to an embodiment of the present invention;

[0024] Figure 5 2. It is a structural schematic diagram of an internal and external reinforcement structure of a high-strength concrete pipe pile with a built-in steel bar cage according to an embodiment of the present invention;

[0025] Figure 6 2 is a schematic structural diagram of an internal and external positioning mechanism for a high-strength concrete pipe pile with a built-in steel bar cage according to an embodiment of the present invention;

[0026] Figure 7 2 is a schematic structural diagram of a sealing structure in a high-strength concrete pipe pile with a built-in steel bar cage according to an embodiment of the present invention;

[0027] Figure 8 The figure is a schematic structural diagram of a reinforced connection structure in a high-strength concrete pipe pile with a built-in steel bar cage according to an embodiment of the present invention.

[0028] In the picture:

[0029] 1. Concrete pipe pile 1; 2. Concrete pipe pile 2; 3. Pipe pile connection structure; 4. Sealing structure; 5. Outer steel ring; 6. Inner steel ring; 7. Outer fastening ring; 8. Positioning block; 9. Positioning groove; 10. Inner ring anti-rust layer; 11. Arc connector; 12. Concrete pouring cavity; 13. Positioning hole; 14. External reinforcement structure; 15. Positioning steel bar; 16. Support steel pipe; 17. Connector 1; 18. Connector 2; 19. Positioning column; 20. Positioning thread groove; 21. Outer metal connecting tube; 22. Inner metal connecting tube; 23. Metal connecting tube Connecting ring; 24. Connecting cavity; 25. Limiting hole; 26. Connecting threaded hole; 27. Connecting bolt; 28. Outer covering steel sleeve; 29. ​​Inner reinforcing steel sleeve; 30. Connecting ring; 31. Strengthening connection structure; 32. External positioning mechanism; 33. Positioning piece; 34. Cutting blade; 35. Cutting edge; 36. Arc-shaped connecting plate; 37. Positioning through hole; 38. Metal sealing ring; 39. Cavity; 40. Mounting bolt; 41. Sealing gasket; 42. Outer casing; 43. Inner casing; 44. Outer filling layer; 45. Wire mesh layer; 46. Strengthening connecting rod. DETAILED DESCRIPTION

[0030] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. All other embodiments obtained by ordinary technicians in this field based on the embodiments of the present invention are within the scope of protection of the present invention.

[0031] The present invention will be further described below with reference to the accompanying drawings and specific embodiments:

[0032] Example 1:

[0033] See also Figure 1-8According to an embodiment of the present invention, a high-strength concrete pipe pile with a built-in steel ball cage includes a concrete pipe pile 1 and a concrete pipe pile 2. The concrete pipe pile 1 and the concrete pipe pile 2 are connected by a pipe pile connection structure 3. The concrete pipe pile 1 and the concrete pipe pile 2 are both installed with a sealing structure 4 at one end away from the pipe pile connection structure 3. The concrete pipe pile 1 and the concrete pipe pile 2 both include a steel bar outer ring 5 and a steel bar inner ring 6. A plurality of positioning blocks 8 are evenly welded on the outer wall of the steel bar outer ring 5, and the positioning blocks 8 are trapezoidal in structure. An outer fastening ring 7 is provided outside the steel bar outer ring 5. A plurality of positioning grooves 9 are evenly opened on the inner wall of the outer fastening ring 7, and the positioning grooves 9 are trapezoidal in shape. 9 is fixed one-to-one with the positioning block 8 by welding, the inner ring rust-proof layer 10 is provided in the inner ring of the steel bar 6, the outer ring 5 of the steel bar and the inner ring 6 of the steel bar are fixedly connected by an arc-shaped connector 11, and a concrete pouring cavity 12 is formed between the outer ring 5 of the steel bar and the inner ring 6 of the steel bar, and positioning holes 13 are provided on the arc-shaped connector 11. The outer wall of the outer fastening ring 7 is provided with an external reinforcement structure 14, and the upper and lower adjacent outer rings 5 ​​of the steel bar and the inner ring 6 of the steel bar are fixedly connected by welding with positioning steel bars 15. A supporting steel pipe 16 is provided through the positioning hole 13 in the arc-shaped connector 11, and the pipe pile connection structure 3 includes a connector 17 at one end of the concrete pipe pile 1 and the concrete pipe pile A connector 2 18 is provided at one end of the second 2, and both the connector 1 17 and the connector 2 18 are hollow structures. Positioning thread grooves 20 are provided on the outer walls of the connector 17 and the connector 2 18. Positioning columns 19 are symmetrically provided on the concrete pipe pile 1 and the concrete pipe pile 2 2. An outer metal connecting tube 21 and an inner metal connecting tube 22 are provided between the connector 1 17 and the connector 2 18. The inner wall of the outer metal connecting tube 21 and the outer wall of the inner metal connecting tube 22 are fixedly connected by a metal connecting ring 23. Two connecting cavities 24 matching the connector 1 17 and the connector 2 18 are formed between the outer metal connecting tube 21, the inner metal connecting tube 22 and the metal connecting ring 23. The outer metal connecting tube 21 is symmetrically provided with limiting holes 25 that match the positioning column 19, and the outer metal connecting tube 21 is symmetrically provided with connecting threaded holes 26 on both sides of the metal connecting ring 23. The connecting threaded holes 26 are connected to the connecting cavity 24, and the connecting threaded holes 26 are internally threaded with connecting bolts 27. The connecting bolts 27 pass through the connecting threaded holes 26 and extend into the positioning thread groove 20. The outer reinforcement structure 14 includes an outer covering steel sleeve 28 and an inner reinforcement steel sleeve 29. The outer covering steel sleeve 28 and the inner reinforcement steel sleeve 29 are fixedly connected by a reinforcement connection structure 31. The inner wall of the inner reinforcement steel sleeve 29 is integrally connected with a connecting ring 30 connected to the outer fastening ring 7.

[0034] According to the above scheme of the present invention, the concrete pipe pile 1 and the concrete pipe pile 2 are connected through the pipe pile connection structure 3, and the concrete pipe pile 1 and the concrete pipe pile 2 are both installed with a sealing structure 4 at one end away from the pipe pile connection structure 3. The concrete pipe pile 1 and the concrete pipe pile 2 both include a steel bar outer ring 5 and a steel bar inner ring 6. A plurality of positioning blocks 8 are evenly welded on the outer wall of the steel bar outer ring 5, and the positioning blocks 8 are trapezoidal in structure. An outer fastening ring 7 is provided outside the steel bar outer ring 5, and a plurality of positioning grooves 9 are evenly opened on the inner wall of the outer fastening ring 7, and the positioning grooves 9 are trapezoidal in shape. The positioning grooves 9 are fixed to the positioning blocks 8 in a one-to-one correspondence manner by welding, and the inner wall of the steel bar inner ring 6 is one-to-one. The body is provided with an inner ring rust-proof layer 10, the outer ring 5 of the steel bar and the inner ring 6 of the steel bar are fixedly connected by an arc-shaped connector 11, a concrete pouring cavity 12 is formed between the outer ring 5 of the steel bar and the inner ring 6 of the steel bar, and positioning holes 13 are opened on the arc-shaped connector 11. The outer wall of the outer fastening ring 7 is provided with an external reinforcement structure 14. The upper and lower adjacent outer rings 5 ​​of the steel bar and the inner ring 6 of the steel bar are fixedly connected by welding with positioning steel bars 15. A supporting steel pipe 16 is penetrated in the positioning hole 13 in the arc-shaped connector 11. The pipe pile connection structure 3 includes a connector 17 at one end of the concrete pipe pile 1 and a connector 2 18 at one end of the concrete pipe pile 2, and the connector 17 and the connector 2 18 are both hollow structures, and positioning thread grooves 20 are provided on the outer walls of the connector 17 and the connector 2 18. Positioning columns 19 are symmetrically provided on the concrete pipe pile 1 and the concrete pipe pile 2 2. An outer metal connecting tube 21 and an inner metal connecting tube 22 are provided between the connector 17 and the connector 2 18. The inner wall of the outer metal connecting tube 21 and the outer wall of the inner metal connecting tube 22 are fixedly connected by a metal connecting ring 23. Two connecting cavities 24 matching the connector 17 and the connector 2 18 are formed between the outer metal connecting tube 21, the inner metal connecting tube 22 and the metal connecting ring 23. The outer metal connecting tube 21 is symmetrically provided with the positioning columns 19. Matching limiting holes 25, the outer metal connecting tube 21 is symmetrically provided with connecting threaded holes 26 on both sides of the metal connecting ring 23, the connecting threaded holes 26 are communicated with the connecting cavity 24, the connecting threaded holes 26 are internally threaded with connecting bolts 27, the connecting bolts 27 pass through the connecting threaded holes 26 and extend into the positioning thread groove 20, the outer reinforcement structure 14 includes an outer coating steel sleeve 28 and an inner reinforcement steel sleeve 29, the outer coating steel sleeve 28 and the inner reinforcement steel sleeve 29 are fixedly connected by a reinforcement connection structure 31, and the inner wall of the inner reinforcement steel sleeve 29 is integrally connected with a connecting ring 30 connected to the outer fastening ring 7. When in use, the role of the pipe pile connection structure 3 is utilized as needed.Insert the connector 17 at one end of the concrete pipe pile 1 and the connector 2 18 at one end of the concrete pipe pile 2 into the connecting cavity 24 composed of the outer metal connecting tube 21 and the inner metal connecting tube 22. At the same time, insert the positioning columns 19 on the concrete pipe pile 1 and the concrete pipe pile 2 into the limiting holes 25 on the outer metal connecting tube 21 to ensure the accuracy of the docking of the concrete pipe pile 1 and the concrete pipe pile 2. When the concrete pipe pile 1 and the concrete pipe pile 2 are positioned, the connecting bolt 27 is screwed through the connecting threaded hole 26 and threadedly connected to the positioning thread groove 20 through the action of the connecting bolt 27 to connect and fix the concrete pipe pile 1 and the concrete pipe pile 2. After the connection and fixation are completed, the concrete pipe pile can be inserted into the ground by a pile driver. 1 and the concrete pipe pile 2 2, the outer steel ring 5 and the inner steel ring 6, in conjunction with the outer fastening ring 7, after pouring concrete from the concrete pouring cavity 12, the concrete and the outer steel ring 5 and the inner steel ring 6 are perfectly connected and matched, greatly increasing its structural strength. In conjunction with the positioning steel bars 15, the connection strength of the upper and lower adjacent outer steel rings 5 ​​and inner steel rings 6 is enhanced, making them less susceptible to cracking due to soil pressure and pressure during piling. Finally, in conjunction with the external reinforcement structure 14, the overall structural strength is improved. Such a device has a simple structure, facilitates the connection of adjacent concrete pipe piles 1 and 2, and has good stability after connection. At the same time, it enhances the overall structural strength of the concrete pipe piles 1 and 2, making them less susceptible to cracking and damage, and the overall pouring production is relatively simple.

[0035] Example 2:

[0036] like Figure 6 As shown, four sets of external positioning mechanisms 32 are evenly and detachably mounted on the concrete pipe pile 1 and the concrete pipe pile 2 2. The external positioning mechanism 32 includes a positioning piece 33. A cutting blade 34 is integrally provided on the positioning piece 33. One end of the positioning piece 33 and the cutting blade 34 is provided with a cutting edge 35. An arc-shaped connecting plate 36 with the same curvature as the outer steel sleeve 28 is integrally mounted on the bottom of the positioning piece 33. Positioning through holes 37 are symmetrically mounted on the arc-shaped connecting plate 36. Through the action of the arc-shaped connecting plate 36 and the positioning through holes 37, the positioning piece 33 is mounted on the outer steel sleeve 28, and the concrete pipe pile is positioned by utilizing the action of the cutting blade 34 and the cutting edge 35.

[0037] Example 3:

[0038] like Figure 7 As shown, the sealing structure 4 includes a metal sealing ring 38 connected to one end of the concrete pipe pile 1 and the concrete pipe pile 2. A cavity 39 is provided at the center of the metal sealing ring 38. The metal sealing ring 38 is used to position the ends of the concrete pipe pile 1 and the concrete pipe pile 2, thereby increasing their overall strength.

[0039] Example 4:

[0040] like Figure 7 As shown, four mounting bolts 40 are installed on the metal sealing ring 38, and a sealing gasket 41 is installed on one side of the metal sealing ring 38 located on the mounting bolts 40. The mounting bolts 40 cooperate with the sealing gasket 41 to facilitate the connection between the metal sealing ring 38 and the concrete pipe pile 1 and the concrete pipe pile 2;

[0041] Embodiment 5:

[0042] like Figure 8 As shown, the reinforced connection structure 31 includes an outer casing 42 and an inner casing 43, a reinforcing connecting rod 46 is connected between the outer casing 42 and the inner casing 43, an outer filling layer 44 is provided between the outer casing 42 and the inner casing 43, and the outer filling layer 44 is connected to the inner wall of the inner casing 43 through a wire mesh layer 45. The structural strength is increased by connecting the reinforcing connecting rod 46 between the outer casing 42 and the inner casing 43, and the outer filling layer 44 and the wire mesh layer 45 are combined to make it more durable.

[0043] In actual application, the role of the pipe pile connection structure 3 is utilized as needed, and the connector head 17 at one end of the concrete pipe pile 1 and the connector head 2 18 at one end of the concrete pipe pile 2 are both inserted into the connection cavity 24 composed of the outer metal connection tube 21 and the inner metal connection tube 22. At the same time, the positioning columns 19 on the concrete pipe pile 1 and the concrete pipe pile 2 are inserted into the limiting holes 25 on the outer metal connection tube 21, thereby ensuring the accuracy of the docking of the concrete pipe pile 1 and the concrete pipe pile 2. When the concrete pipe pile 1 and the concrete pipe pile 2 are positioned, the connecting bolt 27 is screwed through the connecting threaded hole 26 and threadedly connected to the positioning thread groove 20 through the action of the connecting bolt 27, so that the concrete pipe pile 1 and the concrete pipe pile 2 are connected and fixed. After the connection and fixation are completed, the concrete pipe pile is inserted into the ground by a pile driver. The following can be done. Through the action of the outer steel ring 5 and the inner steel ring 6 in the concrete pipe pile 1 and the concrete pipe pile 2, in conjunction with the outer fastening ring 7, after pouring concrete from the concrete pouring cavity 12, the concrete and the outer steel ring 5 and the inner steel ring 6 are perfectly connected and coordinated, which greatly increases its structural strength. In conjunction with the positioning steel bars 15, the connection strength of the upper and lower adjacent outer steel rings 5 ​​and the inner steel rings 6 is enhanced, making it less likely to be broken by the pressure of the soil and the pressure during piling. Finally, in conjunction with the external reinforcement structure 14, the overall structural strength of the device is improved. Such a device has a simple structure, is convenient for connecting the adjacent concrete pipe piles 1 and concrete pipe piles 2, and has good stability after connection. At the same time, it enhances the overall structural strength of the concrete pipe piles 1 and concrete pipe piles 2, making it less likely to be broken and damaged, and the overall casting production is relatively simple.

[0044] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the scope of protection of the present invention.

Claims

1. A high-strength concrete pipe pile with a built-in steel bar cage, comprising a concrete pipe pile 1 (1) and a concrete pipe pile 2 (2), characterized in that: The concrete pipe pile 1 (1) and the concrete pipe pile 2 (2) are connected via a pipe pile connection structure (3). The ends of the concrete pipe pile 1 (1) and the concrete pipe pile 2 (2) away from the pipe pile connection structure (3) are both provided with a sealing structure (4). The concrete pipe pile 1 (1) and the concrete pipe pile 2 (2) both comprise a steel bar outer ring (5) and a steel bar inner ring (6). A plurality of positioning blocks (8) are uniformly welded on the outer wall of the steel bar outer ring (5), and the positioning blocks (8) are of a trapezoidal structure. An outer fastening ring (7) is provided outside the steel bar outer ring (5), and a plurality of positioning grooves (9) are uniformly provided on the inner wall of the outer fastening ring (7), and the positioning grooves (9) are trapezoidal. The positioning grooves (9) and the positioning blocks (8) are aligned with each other. ) are fixed one by one by welding, the inner ring of the steel bar (6) is provided with an inner ring anti-rust layer (10), the outer ring of the steel bar (5) and the inner ring of the steel bar (6) are fixedly connected by an arc-shaped connecting piece (11), a concrete pouring cavity (12) is formed between the outer ring of the steel bar (5) and the inner ring of the steel bar (6), positioning holes (13) are provided on the arc-shaped connecting piece (11), the outer wall of the outer fastening ring (7) is provided with an outer reinforcement structure (14), the upper and lower adjacent outer rings of the steel bar (5) and the inner ring of the steel bar (6) are fixedly connected by welding through positioning steel bars (15), a supporting steel pipe (16) is provided through the positioning hole (13) in the arc-shaped connecting piece (11), and the pipe pile connection structure (3 ) includes a connector 1 (17) at one end of the concrete pipe pile 1 (1) and a connector 2 (18) at one end of the concrete pipe pile 2 (2), and the connector 1 (17) and the connector 2 (18) are both hollow structures, and the outer walls of the connector 1 (17) and the connector 2 (18) are both provided with positioning thread grooves (20), and the concrete pipe pile 1 (1) and the concrete pipe pile 2 (2) are symmetrically provided with positioning columns (19), and an outer metal connecting tube (21) and an inner metal connecting tube (22) are provided between the connector 1 (17) and the connector 2 (18), and the inner wall of the outer metal connecting tube (21) and the outer wall of the inner metal connecting tube (22) are fixedly connected by a metal connecting ring (23). Two connecting cavities (24) matching the connector 1 (17) and the connector 2 (18) are formed between the outer metal connecting tube (21), the inner metal connecting tube (22) and the metal connecting ring (23). The outer metal connecting tube (21) is symmetrically provided with limiting holes (25) matching the positioning column (19). The outer metal connecting tube (21) is symmetrically provided with connecting threaded holes (26) on both sides of the metal connecting ring (23). The connecting threaded holes (26) are communicated with the connecting cavities (24). The connecting threaded holes (26) are internally threadedly connected with connecting bolts (27). The connecting bolts (27) pass through the connecting threaded holes (26) and extend into the positioning threaded groove (20).The outer reinforcement structure (14) includes an outer sheath steel sleeve (28) and an inner reinforcement steel sleeve (29), the outer sheath steel sleeve (28) and the inner reinforcement steel sleeve (29) are fixedly connected via a reinforcement connection structure (31), the inner wall of the inner reinforcement steel sleeve (29) is integrally connected with a connecting ring (30) connected to the outer fastening ring (7), the concrete pipe pile (1) and the concrete pipe pile (2) are evenly and detachably mounted with four sets of outer positioning mechanisms (32), the outer positioning mechanisms (32) include positioning pieces (33), the positioning pieces (33) are integrally provided with cutting blades (34), the positioning pieces (33) and the cutting blades ( 34) is provided with a cutting edge (35), the bottom of the positioning piece (33) is integrally installed with an arc-shaped connecting plate (36) with the same arc as the outer covering steel sleeve (28), and the arc-shaped connecting plate (36) is symmetrically installed with positioning through holes (37), and the sealing structure (4) includes a metal sealing ring (38) connected to one end of the concrete pipe pile (1) and the concrete pipe pile (2), and a cavity (39) is provided at the center of the metal sealing ring (38). Four mounting bolts (40) are installed on the metal sealing ring (38), and a sealing gasket (41) is installed on one side of the metal sealing ring (38) located on the mounting bolt (40).

2. The high-strength concrete pipe pile with a built-in steel bar cage according to claim 1, characterized in that: The reinforced connection structure (31) comprises an outer casing (42) and an inner casing (43), and a reinforced connection rod (46) is connected between the outer casing (42) and the inner casing (43).

3. The high-strength concrete pipe pile with a built-in steel bar cage according to claim 2, characterized in that: An outer filling layer (44) is provided between the outer casing (42) and the inner casing (43), and the outer filling layer (44) is connected to the inner wall of the inner casing (43) via a steel mesh layer (45).

4. The high-strength concrete pipe pile with a built-in steel bar cage according to claim 3, characterized in that: The steel bar outer ring (5) and the outer fastening ring (7) are sprayed with an anti-rust coating.

Citation Information

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