Reinforced reinforced concrete pipe pile structure

Abstract

The utility model discloses a reinforced reinforced concrete pipe pile structure which comprises a concrete pile body, main reinforcements are embedded in the concrete pile body at equal intervals, a pile cap is arranged at the top of the concrete pile body, and a first outer steel cylinder is arranged at the position, located on the outer side of the concrete pile body, of the bottom of the pile cap. A first outer steel cylinder is arranged at the bottom of the pile cap, a first inner steel cylinder is arranged at the position, located on the inner side of the concrete pile body, of the bottom of the pile cap, prestressed steel wires are arranged on the sides, close to each other, of the first outer steel cylinder and the first inner steel cylinder, the prestressed steel wires are fixedly connected with the concrete pile body, and sleeves are fixedly connected to the bottom of the pile cap at equal intervals. The utility model relates to the technical field of reinforced concrete pipe piles, and solves the problems that in the prior art, although a pile cap of a concrete pipe pile is provided with a pressure-bearing steel plate, concrete at the top of the pile cap is easy to crack after being impacted for multiple times, the pressure-bearing steel plate possibly inclines, and the ramming of the pipe pile is influenced.

Description

Technical Field

[0001] The utility model relates to the technical field of reinforced concrete pipe piles, in particular to a reinforced reinforced concrete pipe pile structure. Background Art

[0002] Reinforced concrete prestressed pipe piles, also known as concrete precast piles, are prefabricated in a prefabricated component processing plant, and after being cured and reaching the designed strength, they are transported to the construction site and driven into the soil with a pile driver. Then, a cap beam (slab) foundation is poured on the top of the pile. Reinforced concrete precast piles have the advantages of simple production, high strength, high rigidity and the ability to be made into various cross-sectional shapes. They are widely used in construction. In the prior art, although the pile cap of the concrete pipe pile is provided with a pressure-bearing steel plate, it is easy to cause the top concrete to break after being subjected to multiple impacts, which may cause the pressure-bearing steel plate to tilt, affecting the tamping of the pipe pile. Summary of the invention

[0003] In view of the deficiencies in the prior art, the utility model provides a reinforced reinforced concrete pipe pile structure, which solves the problem in the prior art that although the pile cap of the concrete pipe pile is provided with a pressure-bearing steel plate, it is easy to cause the top concrete to break after being impacted multiple times, which may cause the pressure-bearing steel plate to become skewed, thereby affecting the tamping of the pipe pile.

[0004] To achieve the above-mentioned purpose, the utility model is implemented through the following technical solutions: a reinforced reinforced concrete pipe pile structure, including a concrete pile body, main bars are equidistantly embedded inside the concrete pile body, a pile cap is arranged on the top of the concrete pile body, a first outer steel cylinder is arranged on the bottom of the pile cap located on the outside of the concrete pile body, a first inner steel cylinder is arranged on the bottom of the pile cap located on the inside of the concrete pile body, prestressed steel wires are arranged on the side where the first outer steel cylinder and the first inner steel cylinder are close to each other, the prestressed steel wires are fixedly connected to the concrete pile body, a sleeve is equidistantly fixedly connected to the bottom of the pile cap, the sleeve is cooperatively connected to the main bars, and connecting rods are equidistantly fixedly connected to the outer wall of the sleeve, and the connecting rods are respectively fixedly connected to the first outer steel cylinder and the first inner steel cylinder.

[0005] Preferably, a connecting plate is provided at one end of the concrete pile body away from the pile cap, the top of the connecting plate is located on the outside of the concrete pile body and is fixedly connected to a second outer steel cylinder, the top of the connecting plate is located on the inside of the concrete pile body and is fixedly connected to a second inner steel cylinder, a circular plate is provided on the side of the connecting plate away from the pile cap, the top of the circular plate is fixedly connected to a vertical rod, the vertical rod is cooperatively connected to the second inner steel cylinder, the bottom of the circular plate is equidistantly fixedly connected to inclined plates, and the sides of two adjacent inclined plates close to each other are fixedly connected to reinforcement plates, and the reinforcement plate is fixedly connected to the circular plate.

[0006] Preferably, the top of the connecting plate is equidistantly fixedly connected with fixing tubes, and the fixing tubes are fixedly connected to the main reinforcement.

[0007] Preferably, the outside of the main reinforcement is equidistantly fixedly connected with external stirrups, and the inside of the main reinforcement is equidistantly fixedly connected with reinforcing bars, and the external stirrups and reinforcing bars are both embedded in the concrete pile body.

[0008] Preferably, the outer wall of the first outer steel cylinder is coated with a carbon fiber coating layer.

[0009] The utility model provides a reinforced reinforced concrete pipe pile structure. It has the following beneficial effects: the reinforced reinforced concrete pipe pile structure, through the cooperation among the concrete pile body, main reinforcement, pile cap, first outer steel cylinder, first inner steel cylinder, prestressed steel wire, casing and connecting rod, is provided with the first outer steel cylinder and the first inner steel cylinder at the bottom of the pile cap, so as to form a cover on the top of the concrete pile body inside and outside, improve the impact resistance of the pile cap, prevent the concrete near the pile cap from being separated from the pile body after being crushed, avoid the generation of gaps between the bottom of the pile cap and the concrete pile body, enhance the stability of the pile cap, ensure the stable tamping of the reinforced concrete pipe pile, and prevent the construction inconvenience caused by the skewness of the pile cap, so as to ensure the smooth progress of the pile driving operation.

[0010] Through the coordination among the concrete pile body, the connecting plate, the second outer steel cylinder, the second inner steel cylinder, the circular plate, the vertical rod, the inclined plate and the reinforcement plate, the strength of the pile tip is strengthened by stably fixing the metal pile tip to the reinforced concrete pipe pile, thereby improving the ground-breaking ability of the reinforced concrete pipe pile. This can reduce the friction between the pile tip of the reinforced concrete pipe pile and the soil, thereby reducing the number of tamping times on the reinforced concrete pipe pile, helping to reduce the chance of damage to the pile cap, thereby improving the efficiency of the piling operation. BRIEF DESCRIPTION OF THE DRAWINGS

[0011] Figure 1 It is a schematic diagram of the structure of the utility model;

[0012] Figure 2 for Figure 1 Structural diagram of the middle pile cap, main reinforcement and the first inner steel cylinder;

[0013] Figure 3 for Figure 1 Schematic diagram of the structure of the second outer steel cylinder, inclined plate and vertical rod.

[0014] In the figure: 1. concrete pile body, 2. main reinforcement, 3. pile cap, 4. first outer steel cylinder, 5. first inner steel cylinder, 6. prestressed steel wire, 7. casing, 8. connecting rod, 9. connecting plate, 10. second outer steel cylinder, 11. second inner steel cylinder, 12. circular plate, 13. vertical rod, 14. inclined plate, 15. reinforcement plate, 16. fixed pipe, 17. outer stirrups, 18. reinforcing ribs, 19. carbon fiber coating. DETAILED DESCRIPTION

[0015] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0016] In the prior art, although the pile cap of the concrete pipe pile is provided with a pressure-bearing steel plate, it is easy to cause the top concrete to break after being subjected to multiple impacts, which may cause the pressure-bearing steel plate to tilt and affect the tamping of the pipe pile.

[0017] In view of this, the utility model provides a reinforced reinforced concrete pipe pile structure. Through the cooperation among the concrete pile body, main reinforcement, pile cap, first outer steel cylinder, first inner steel cylinder, prestressed steel wire, casing and connecting rod, the first outer steel cylinder and the first inner steel cylinder are arranged at the bottom of the pile cap to form a covering on the top of the concrete pile body, thereby improving the impact resistance of the pile cap, preventing the concrete close to the pile cap from separating from the pile body after being crushed, avoiding the formation of a gap between the bottom of the pile cap and the concrete pile body, enhancing the stability of the pipe pile cap, and ensuring the stable tamping of the reinforced concrete pipe pile.

[0018] Through the personnel in this field, all the electrical components in this case are connected to their corresponding power supplies through wires, and appropriate controllers and encoders should be selected according to actual conditions to meet the control requirements. The specific connection and control sequence should refer to the following working principle, and the electrical connection between the electrical components is completed in the order of working in sequence. The detailed connection means are well-known technologies in this field. The following mainly introduces the working principles and processes, and no longer explains the electrical control.

[0019] Depend on Figure 1-3It can be known that a reinforced reinforced concrete pipe pile structure comprises a concrete pile body 1, which is the main structure of the reinforced concrete pipe pile. The concrete pile body 1 is equidistantly embedded with main bars 2, which are used to bear the load on the pile top and improve the strength of the concrete pile body 1. A pile cap 3 is arranged on the top of the concrete pile body 1, and a first outer steel cylinder 4 is arranged on the bottom of the pile cap 3 located on the outside of the concrete pile body 1, and a first inner steel cylinder 5 is arranged on the bottom of the pile cap 3 located on the inside of the concrete pile body 1. Prestressed steel wires 6 are arranged on the side where the first outer steel cylinder 4 and the first inner steel cylinder 5 are close to each other, and the prestressed steel wires 6 are used to improve the impact strength of the concrete pile body 1 near the pile cap 3. The prestressed steel wires 6 are fixedly connected to the concrete pile body 1, and a sleeve 7 is equidistantly fixedly connected to the bottom of the pile cap 3, and the sleeve 7 is cooperatively connected to the main bars 2. The outer wall of the sleeve 7 is equidistantly fixedly connected with connecting rods 8, and the connecting rods 8 are respectively fixedly connected to the first outer steel cylinder 4 and the first inner steel cylinder 5;

[0020] In the specific implementation process, it is worth pointing out that the concrete pile body 1 is the main structure of the reinforced concrete pipe pile, the main reinforcement 2 is used to bear the load on the pile top and improve the strength of the concrete pile body 1. The concrete pile body 1 and the pile cap 3 are stably connected through the cooperation among the concrete pile body 1, the main reinforcement 2, the pile cap 3 and the casing 7. The connection stability between the pile cap 3 and the concrete pile body 1 is improved through the cooperation among the concrete pile body 1, the main reinforcement 2, the pile cap 3, the first outer steel cylinder 4 and the first inner steel cylinder 5, and the fixation between the first outer steel cylinder 4 and the first inner steel cylinder 5 inside and outside the top of the concrete pile body 1 and the concrete pile body 1, so as to prevent the concrete near the pile cap 3 from separating from the pile body after being crushed, and to avoid the formation of pores between the bottom of the pile cap 3 and the concrete pile body 1. The prestressed steel wire 6 is used to improve the impact strength of the concrete pile body 1 near the pile cap 3. The first outer steel cylinder 4, the first inner steel cylinder 5, the sleeve 7 and the connecting rod 8 are matched with each other, and the sleeve 7 is connected with the first outer steel cylinder 4 and the first inner steel cylinder 5 by the connecting rod 8, so that the first outer steel cylinder 4 and the first inner steel cylinder 5 are stably fixed to the sleeve 7, thereby improving the structural stability of the pile cap 3, the first outer steel cylinder 4 and the first inner steel cylinder 5. Through the matching of the concrete pile body 1, the main reinforcement 2, the pile cap 3, the first outer steel cylinder 4, the first inner steel cylinder 5, the prestressed steel wire 6, the sleeve 7 and the connecting rod 8, the first outer steel cylinder 4 and the first inner steel cylinder 5 are arranged at the bottom of the pile cap 3 to form a coating on the top of the concrete pile body 1, thereby improving the impact resistance of the pile cap 3, preventing the concrete near the pile cap 3 from being separated from the pile body after being crushed, avoiding the formation of a gap between the bottom of the pile cap 3 and the concrete pile body 1, enhancing the stability of the pile cap, and ensuring the stable tamping of the reinforced concrete pile;

[0021] Further, a connecting plate 9 is provided at one end of the concrete pile body 1 away from the pile cap 3, the top of the connecting plate 9 is located on the outside of the concrete pile body 1 and is fixedly connected to a second outer steel cylinder 10, the top of the connecting plate 9 is located on the inside of the concrete pile body 1 and is fixedly connected to a second inner steel cylinder 11, a circular plate 12 is provided on the side of the connecting plate 9 away from the pile cap 3, the top of the circular plate 12 is fixedly connected to a vertical rod 13, the vertical rod 13 is cooperatively connected to the second inner steel cylinder 11, the bottom of the circular plate 12 is equidistantly fixedly connected to an inclined plate 14, the sides of two adjacent inclined plates 14 close to each other are fixedly connected to a reinforcing plate 15, and the reinforcing plate 15 is fixedly connected to the circular plate 12;

[0022] In the specific implementation process, it is worth pointing out that, through the cooperation among the concrete pile body 1, the connecting plate 9, the second outer steel cylinder 10 and the second inner steel cylinder 11, and through the fixing between the second outer steel cylinder 10 and the second inner steel cylinder 11 inside and outside the bottom of the concrete pile body 1 and the concrete pile body 1, the concrete pile body 1 is strengthened at the pile tip position to prevent the concrete near the pile tip from being separated from the pile body after being broken. The pile tip of the concrete pile body 1 is made of metal material and is welded and fixed to the connecting plate 9 through the cooperation between the second outer steel cylinder 10 and the vertical rod 13. The stability between the high pile tip and the concrete pile body 1, the reinforcement plate 15 is used to improve the strength of the inclined plate 14, so that the inclined plate 14 can be stably rammed in, through the cooperation between the concrete pile body 1, the connecting plate 9, the second outer steel cylinder 10, the second inner steel cylinder 11, the circular plate 12, the vertical rod 13, the inclined plate 14 and the reinforcement plate 15, by stably fixing the pile tip of the metal material to the reinforced concrete pipe pile, the strength of the pile tip is strengthened, the ground-breaking ability of the reinforced concrete pipe pile is improved, and the friction between the pile tip of the reinforced concrete pipe pile and the soil is reduced, thereby reducing the number of tamping times on the reinforced concrete pipe pile and reducing the probability of damage to the pile cap;

[0023] Furthermore, the top of the connecting plate 9 is equidistantly fixedly connected with a fixing pipe 16, and the fixing pipe 16 is fixedly connected to the main reinforcement 2;

[0024] In the specific implementation process, it is worth pointing out that through the cooperation between the concrete pile body 1, the main reinforcement 2, the connecting plate 9 and the fixing pipe 16, the fixing pipe 16 is inserted into the main reinforcement 2 for fixing, thereby improving the connection stability between the concrete pile body 1 and the connecting plate 9;

[0025] Furthermore, the outer side of the main reinforcement 2 is equidistantly fixedly connected with outer stirrups 17, and the inner side of the main reinforcement 2 is equidistantly fixedly connected with reinforcing bars 18, and both the outer stirrups 17 and the reinforcing bars 18 are embedded in the concrete pile body 1;

[0026] In the specific implementation process, it is worth pointing out that through the cooperation between the main reinforcement 2, the outer stirrup 17 and the reinforcing rib 18, the position of the main reinforcement 2 is fixed by supporting and limiting the inside and outside of the main reinforcement 2 by the reinforcing rib 18 and the outer stirrup 17, so that the main reinforcement 2 forms a stable steel bar component, and at the same time, the development of cracks inside the concrete can be limited, and the bonding strength can be improved;

[0027] Furthermore, the outer wall of the first outer steel cylinder 4 is coated with a carbon fiber coating layer 19, and the carbon fiber coating layer 19 is used to cover the first outer steel cylinder 4 and the connection between the first outer steel cylinder 4 and the concrete pile body 1;

[0028] In the specific implementation process, it is worth pointing out that the carbon fiber coating layer 19 is used to cover the first outer steel cylinder 4 and the connection between the first outer steel cylinder 4 and the concrete pile body 1 to improve the strength of the first outer steel cylinder 4;

[0029] Specifically, when the reinforced reinforced concrete pipe pile structure is used, the pile driver lifts the reinforced concrete pipe pile and uses hydraulic power to accelerate the hammer head to hit the pile cap 3 of the reinforced concrete pipe pile. After the pile cap 3 is impacted, the impact force is transmitted to the concrete pile body 1, so that the pile tip of the reinforced concrete is inserted into the soil layer. During the pile driving process, the inclined plate 14 squeezes the soil to both sides so that the pipe pile can be rammed into the soil more smoothly. After the pile driver hammers the reinforced concrete pipe pile many times, the impact of the hammer head causes the concrete in contact with the pile cap 3 to break. The broken concrete is retained in the first outer steel cylinder 4 and the first inner steel cylinder 5 under the action of the prestressed steel wire 6, so as to prevent the formation of a gap at the bottom of the pile cap 3. At the same time, the first outer steel cylinder 4 and the first inner steel cylinder 5 are connected by the connecting rod 8. The fixing of the steel cylinder 5 can prevent the first outer steel cylinder 4 and the first inner steel cylinder 5 from being deformed, so that the crushed concrete can still transmit the impact force, thereby improving the strength and stability of the pile cap 3 of the reinforced concrete pipe pile, and preventing the pile cap 3 from being skewed after multiple hammering. Through the cooperation among the concrete pile body 1, the main reinforcement 2, the pile cap 3, the first outer steel cylinder 4, the first inner steel cylinder 5, the prestressed steel wire 6, the casing 7 and the connecting rod 8, the first outer steel cylinder 4 and the first inner steel cylinder 5 are arranged at the bottom of the pile cap 3 to form a coating on the top of the concrete pile body 1, thereby improving the impact resistance of the pile cap 3, preventing the concrete close to the pile cap 3 from being separated from the pile body after being crushed, and avoiding the formation of a gap between the bottom of the pile cap 3 and the concrete pile body 1, thereby enhancing the stability of the pile cap of the pipe pile, and ensuring the stable tamping of the reinforced concrete pipe pile.

[0030] It should be noted that, in this article, relational terms such as first and second, etc. are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Moreover, the terms "include", "comprise" or any other variants thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements includes not only those elements, but also other elements not explicitly listed, or also includes elements inherent to such process, method, article or device. In the absence of further restrictions. The sentence "includes an element defined by ... does not exclude the existence of other identical elements in the process, method, article or device including the element".

[0031] In the present utility model, unless otherwise clearly stipulated and limited, the terms such as "installation", "setting", "connection", "fixation" and "screw-on" should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integrated connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium, it can be the internal connection of two elements or the interaction relationship between two elements. Unless otherwise clearly defined, ordinary technicians in this field can understand the specific meanings of the above terms in the utility model according to the specific circumstances.

[0032] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A reinforced reinforced concrete pipe pile structure, comprising a concrete pile body (1), characterized in that: The concrete pile body (1) has main reinforcements (2) embedded in it at equal intervals, a pile cap (3) is arranged on the top of the concrete pile body (1), a first outer steel cylinder (4) is arranged on the bottom of the pile cap (3) located on the outside of the concrete pile body (1), a first inner steel cylinder (5) is arranged on the bottom of the pile cap (3) located on the inside of the concrete pile body (1), prestressed steel wires (6) are arranged on the sides of the first outer steel cylinder (4) and the first inner steel cylinder (5) close to each other, the prestressed steel wires (6) are fixedly connected to the concrete pile body (1), a sleeve (7) is fixedly connected to the bottom of the pile cap (3) at equal intervals, the sleeve (7) is connected to the main reinforcement (2), and a connecting rod (8) is fixedly connected to the outer wall of the sleeve (7) at equal intervals, and the connecting rod (8) is fixedly connected to the first outer steel cylinder (4) and the first inner steel cylinder (5) respectively.

2. A reinforced reinforced concrete pipe pile structure according to claim 1, characterized in that: A connecting plate (9) is provided at one end of the concrete pile body (1) away from the pile cap (3); the top of the connecting plate (9) is located on the outside of the concrete pile body (1) and is fixedly connected to a second outer steel cylinder (10); the top of the connecting plate (9) is located on the inside of the concrete pile body (1) and is fixedly connected to a second inner steel cylinder (11); a circular plate (12) is provided on the side of the connecting plate (9) away from the pile cap (3); the top of the circular plate (12) is fixedly connected to a vertical rod (13); the vertical rod (13) is connected to the second inner steel cylinder (11); the bottom of the circular plate (12) is fixedly connected to inclined plates (14) at equal distances; the sides of two adjacent inclined plates (14) close to each other are fixedly connected to reinforcing plates (15); the reinforcing plates (15) are fixedly connected to the circular plate (12).

3. A reinforced reinforced concrete pipe pile structure according to claim 2, characterized in that: The top of the connecting plate (9) is fixedly connected with fixed pipes (16) at equal intervals, and the fixed pipes (16) are fixedly connected to the main reinforcement (2).

4. The reinforced reinforced concrete pipe pile structure according to claim 1, characterized in that: The outside of the main reinforcement (2) is fixedly connected with outer stirrups (17) at equal intervals, and the inside of the main reinforcement (2) is fixedly connected with reinforcing bars (18) at equal intervals. Both the outer stirrups (17) and the reinforcing bars (18) are embedded in the concrete pile body (1).

5. The reinforced reinforced concrete pipe pile structure according to claim 1, characterized in that: The outer wall of the first outer steel cylinder (4) is coated with a carbon fiber coating layer (19).

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