Framework reinforced concrete pipe pile

Abstract

The utility model discloses a skeleton reinforced concrete pipe pile, which comprises a reinforcement cage, the reinforcement cage comprises a spiral reinforcement and a plurality of main reinforcements, the reinforcement cage is internally provided with a reinforcing frame, the reinforcing frame comprises a central column and a plurality of movable supporting discs, the movable supporting discs are sequentially arranged on the central column, the movable supporting discs and the central column are coaxially arranged, and the spiral reinforcement is arranged on the central column. The movable supporting disc and the spiral ribs are coaxially arranged, a plurality of radial supporting rods are detachably installed on the movable supporting disc and correspond to the main ribs, one ends of the radial supporting rods are connected with the movable supporting disc, and the other ends of the radial supporting rods perpendicularly abut against the corresponding main ribs. According to the framework reinforced concrete pipe pile, the reinforcement cage of the concrete pipe pile is reinforced, so that the structural strength of the concrete pipe pile is effectively improved. The reinforcing frame can be made of materials with lower cost, so that the cost of the concrete pipe pile cannot be obviously increased.

Description

Technical Field

[0001] The utility model belongs to the technical field of concrete pipe piles, and particularly relates to a skeleton-reinforced concrete pipe pile. Background Art

[0002] Concrete pipe piles are generally composed of a steel cage and concrete that wraps the steel cage. The steel cage is generally made of steel bars, and together with the concrete, it forms a reinforced concrete structure to form a concrete pipe pile with high structural strength and long service life. The existing steel cage includes main bars arranged in an annular shape and spiral bars wound around the main bars. The main bars are made of large-diameter deformed bars, and the spiral bars are made of ordinary bars with smaller diameters. The spiral bars and the main bars are also tied or welded together by wires or the like to maintain the shape of the steel cage. The inside of the existing steel cage is hollow and generally filled with concrete directly. Such pipe piles can only meet the structural strength requirements of general pipe piles. For high-strength large-diameter and large-length pipe piles, this type of steel cage structure is difficult to meet the performance requirements. By sleeving a small steel cage inside the steel cage or other methods, the structural strength of the steel cage can be enhanced, but the cost of the pipe pile will increase significantly. Therefore, it is necessary to design a new type of concrete pipe pile that can enhance the structural strength of the pipe pile without significantly increasing the material cost. Content of the Utility Model

[0003] To solve the above technical problems, the technical solution adopted by the utility model is: a skeleton-reinforced concrete pipe pile, the pipe pile includes a steel cage, the steel cage includes spiral bars and a plurality of main bars, all the main bars are located inside the spiral bars and arranged in a circumferential alignment, the spiral bars and the main bars form a plurality of contact points, at the contact points, there are tie straps for tying the spiral bars and the main bars, or there are welding points formed by welding between the spiral bars and the main bars at the contact points, an intensifying frame is arranged inside the steel cage, the intensifying frame includes a central column and a plurality of movable support plates, the movable support plates are sequentially installed on the central column, the movable support plates are coaxially arranged with the central column, the movable support plates are coaxially arranged with the spiral bars, a plurality of radial support rods are detachably installed on the movable support plates, the radial support rods correspond to the main bars, one end of the radial support rod is connected to the movable support plate, and the other end vertically abuts against the corresponding main bar.

[0004] As a preference of the above technical solution, an annular groove is arranged around the movable support plate, a convex ring is arranged in the annular groove, and a clamping groove for the convex ring to be inserted into is arranged at one end of the radial support rod.

[0005] As a preference of the above technical solution, an arc-shaped top plate is fixedly connected to the other end of the radial support rod, and the main bar is located inside the corresponding arc-shaped top plate.

[0006] As a preference of the above technical solution, the central column is formed by one column body or multiple column bodies arranged in a circumferential alignment, and through holes for the column bodies to pass through are arranged on the movable support plates.

[0007] Preferably, as the above technical solution, the central column is made of aluminum alloy, wood or plastic, the movable support plate is made of aluminum alloy, wood or plastic, and the radial support rod is made of aluminum alloy, wood or plastic.

[0008] The beneficial effects of the present utility model are as follows: For the skeleton-reinforced concrete pipe pile of the present utility model, by strengthening the steel cage of the concrete pipe pile, the structural strength of the concrete pipe pile is effectively improved. The reinforcement frame can be made of materials with lower costs, and will not significantly increase the cost of the concrete pipe pile. Description of the Drawings

[0009] Figure 1 is a schematic structural diagram of the present utility model;

[0010] Figure 2 is a schematic cross-sectional structural diagram of the present utility model;

[0011] Figure 3 is a schematic cross-sectional structural diagram of the present utility model from another angle. Detailed Embodiments

[0012] Next, the technical solution of the present utility model will be clearly and completely described in conjunction with the drawings. Obviously, the described embodiments are some, but not all, of the embodiments of the present utility model. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present utility model without making creative efforts shall fall within the protection scope of the present utility model.

[0013] In the description of the present utility model, it should be noted that the orientation or positional relationship indicated by the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. is based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the present utility model and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of the present utility model. In addition, the terms "first", "second", "third" are only used for descriptive purposes and cannot be construed as indicating or implying relative importance.

[0014] In the description of the present utility model, it should be noted that unless otherwise clearly specified and limited, the terms "installed", "connected", "connected" should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be directly connected, or indirectly connected through an intermediate medium, and it can be the communication inside two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present utility model can be understood according to specific situations.

[0015] Such asFigures 1-3 As shown in Figures 1-3 , the present invention relates to a skeleton-reinforced concrete pipe pile. The pipe pile includes a steel cage, which consists of a spiral reinforcement 1 and a number of main reinforcements 2. All the main reinforcements 2 are located inside the spiral reinforcement 1 and are arranged in a circumferential array. The spiral reinforcement 1 and the main reinforcements 2 form multiple contact points. At the contact points, there are tie straps for tying the spiral reinforcement 1 and the main reinforcements 2, or there are welding points formed by welding between the spiral reinforcement 1 and the main reinforcements 2 at the contact points. Inside the steel cage, there is a reinforcement frame, which includes a central column 3 and a number of movable support disks 4. The movable support disks 4 are sequentially installed on the central column 3. The movable support disks 4 are coaxially arranged with the central column 3 and the spiral reinforcement 1. A number of radial support rods 5 are detachably installed on the movable support disks 4. The radial support rods 5 correspond to the main reinforcements 2. One end of the radial support rod 5 is connected to the movable support disk 4, and the other end vertically abuts against the corresponding main reinforcement 2.

[0016] Furthermore, an annular groove 6 is provided around the movable support disk 4, and a convex ring 7 is provided in the annular groove 6. A clamping groove 8 for the convex ring 7 to be inserted into is provided at one end of the radial support rod 5. The cooperation of the convex ring 7 and the clamping groove 8 facilitates the installation of the radial support rod 5. The position and number of the radial support rods 5 can be changed arbitrarily to adapt to concrete pipe piles of different specifications.

[0017] Furthermore, an arc-shaped top plate 9 is fixedly connected to the other end of the radial support rod 5, and the main reinforcement 2 is located inside the corresponding arc-shaped top plate 9. The arc-shaped top plate 9 is beneficial for the radial support rod 5 to stably support the main reinforcement 2.

[0018] Furthermore, the central column 3 is formed by one column body or multiple column bodies arranged in a circumferential array, and through holes for the column bodies to pass through are provided on the movable support disk 4.

[0019] Furthermore, the central column 3 is made of aluminum alloy, wood or plastic, the movable support disk 4 is made of aluminum alloy, wood or plastic, and the radial support rod 5 is made of aluminum alloy, wood or plastic. The reinforcement frame can be made of materials with lower costs. Without significantly increasing the cost of the concrete pipe pile, it can effectively enhance the structural strength of the concrete pipe pile, especially improve its shear resistance and other properties.

[0020] It is worth mentioning that the technical features such as tie straps and welding involved in the patent application of the present invention should be regarded as the prior art. The specific structures, working principles, and possible control methods and spatial arrangement methods of these technical features can be selected conventionally in the art and should not be regarded as the inventive points of the patent of the present invention. The present invention will not be further specifically elaborated.

[0021] The preferred specific embodiments of the present utility model have been described in detail above. It should be understood that those of ordinary skill in the art can make many modifications and variations based on the concept of the present utility model without creative efforts. Therefore, all technical solutions that can be obtained by those skilled in the art in the technical field based on the concept of the present utility model through logical analysis, reasoning, or limited experiments on the basis of the prior art should fall within the protection scope determined by the claims.

Claims

1. A skeleton reinforced concrete pipe pile, wherein the pipe pile comprises a reinforcement cage, wherein the reinforcement cage comprises a spiral reinforcement and a plurality of main reinforcements, wherein all the main reinforcements are located inside the spiral reinforcements and are arranged in a circular row, wherein the spiral reinforcements and the main reinforcements form a plurality of contact points, wherein a tie is provided at the contact point to bind the spiral reinforcements and the main reinforcements, or a welding point is provided between the spiral reinforcements and the main reinforcements at the contact point to form a welding point, wherein: A reinforcement frame is provided inside the reinforcement cage, and the reinforcement frame includes a central column and a plurality of movable support plates, which are sequentially mounted on the central column, the movable support plates are coaxially arranged with the central column, the movable support plates are coaxially arranged with the spiral reinforcement, and a plurality of radial support rods are detachably mounted on the movable support plates, the radial support rods correspond to the main reinforcement, one end of the radial support rod is connected to the movable support plate, and the other end vertically supports the corresponding main reinforcement.

2. The skeleton reinforced concrete pipe pile according to claim 1, characterized in that: An annular groove is arranged around the movable support plate, a convex ring is arranged in the annular groove, and a clamping groove for the convex ring to be clamped into is arranged at one end of the radial support rod.

3. The skeleton reinforced concrete pipe pile according to claim 2, characterized in that: The other end of the radial support rod is fixedly connected to an arc-shaped top plate, and the main rib is located in the corresponding arc-shaped top plate.

4. The skeleton reinforced concrete pipe pile according to claim 1, characterized in that: The central column is formed by one column or a plurality of columns arranged in a circle, and the movable support plate is provided with a through hole for the column to pass through.

5. The skeleton reinforced concrete pipe pile according to any one of claims 1 to 4, characterized in that: The central column is made of aluminum alloy, wood or plastic, the movable support plate is made of aluminum alloy, wood or plastic, and the radial support rod is made of aluminum alloy, wood or plastic.

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