Concrete pipe pile reinforcing structure

Abstract

The utility model discloses a concrete pipe pile reinforcing structure which comprises a pipe pile and further comprises a stabilizing device arranged below the pipe pile and a reinforcing device arranged below the pipe pile. The reinforcing device is mounted above the stabilizing device; wherein the stabilizing device can reinforce the burying point of the pipe pile, the reinforcing device can improve the strength of the perigee, exposed out of the ground, of the pipe pile, and the stabilizing device comprises a first circular plate which is connected to one side of the outer wall of the pipe pile in a sleeving mode. The utility model relates to the technical field of concrete pipe piles, and the concrete pipe pile reinforcing structure can improve the contact stability of the pipe pile and the ground through the matching of the pipe pile and the stabilizing device, can block soil near the pipe pile, avoids the loss phenomenon of the soil near the pipe pile due to the washing of rainwater, and improves the stability of the pipe pile. And therefore, the installation stability of the pipe pile can be greatly improved, and convenience is brought to use of workers.

Description

Technical Field

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

[0002] Concrete pipe piles can be divided into post-tensioned prestressed pipe piles and pre-tensioned prestressed pipe piles. Pre-tensioned prestressed pipe piles are hollow cylindrical slender concrete prefabricated components made by pre-tensioning prestressing technology and centrifugal forming method. They are mainly composed of cylindrical pile body, end plate and steel hoop.

[0003] Pipe piles are divided into prestressed concrete pipe piles and prestressed high-strength concrete pipe piles according to the concrete strength grade or effective precompressive stress. The code for prestressed concrete pipe piles is PC, the code for prestressed high-strength concrete pipe piles is PHC, and the code for thin-walled pipe piles is PTC. The concrete strength of PC piles shall not be lower than C60, the strength grade of thin-walled pipe piles shall not be lower than C60, and the concrete strength grade of PHC piles shall not be lower than C80.

[0004] Most traditional pipe piles are installed directly on the ground. However, when used for a long time, the soil near the pipe piles can be easily washed away due to long-term rain erosion, which leads to a decrease in the stability of the connection position of the pipe piles, making the pipe piles prone to tilting or even collapse, thus causing trouble for people's use. Utility Model Content

[0005] In response to the shortcomings of the existing technology, the utility model provides a concrete pipe pile reinforcement structure, which solves the problem that most traditional pipe piles are directly installed on the ground. However, when used for a long time, the soil near the pipe piles can be easily washed away due to long-term erosion by rainwater, which leads to a decrease in the stability of the connection position of the pipe piles, making the pipe piles prone to tilting or even collapse, thus causing trouble for people's use.

[0006] To achieve the above-mentioned purpose, the present invention is implemented through the following technical solutions: a concrete pipe pile reinforcement structure, including pipe piles, the concrete pipe pile reinforcement structure also includes: a stabilizing device, arranged below the pipe piles; a reinforcing device, installed above the stabilizing device; wherein, the stabilizing device can reinforce the buried point of the pipe piles, and the reinforcing device can improve the strength of the near-point where the pipe piles leak out of the ground.

[0007] Preferably, the stabilizing device includes: a first circular plate, which is sleeved on one side of the outer wall of the pipe pile; a second circular plate, which is fitted on one side of the first circular plate and fits with the outer wall of the pipe pile away from the first circular plate; a plurality of insertion rods, which are respectively installed on the bottom of the first circular plate and the second circular plate; two partitions, which are respectively installed on the bottom of the first circular plate and the second circular plate; wherein the insertion rods can increase the contact strength between the pipe pile and the ground, and the partitions can block the soil near the pipe pile to prevent loss.

[0008] Preferably, the end of the insertion rod is pointed.

[0009] Preferably, the reinforcement device includes: a first sleeve, which is sleeved on the lower side of the outer wall of the pipe pile; a second sleeve, which is sleeved on the lower side of the outer wall of the pipe pile away from the first sleeve, and is in contact with the outer wall of the first sleeve; a plurality of reinforcement ribs, which are respectively arranged on the outer walls of the first sleeve and the second sleeve; a plurality of connecting plates, which are respectively arranged on the side where the first sleeve and the second sleeve are close to each other; two curved plates, which are respectively inserted into the two sides of the first sleeve and the second sleeve; wherein, the first sleeve and the second sleeve can reinforce the lower side of the pipe pile, and the curved plates can limit the first sleeve and the second sleeve.

[0010] Preferably, rubber pads are installed on the inner walls of the first sleeve and the second sleeve, and the inner walls of the two rubber pads are tightly pressed against the outer wall of the pipe pile.

[0011] Beneficial effects

[0012] The utility model provides a concrete pipe pile reinforcement structure. It has the following beneficial effects: The concrete pipe pile reinforcement structure, through the cooperation of the pipe pile and the stabilizing device, can improve the contact stability between the pipe pile and the ground, and can also block the soil near the pipe pile, preventing the soil near the pipe pile from being lost due to rain erosion. This can greatly improve the installation stability of the pipe pile, bringing convenience to workers.

[0013] By strengthening the coordination of the device, the position of the pipe pile near the ground can be reinforced, thereby ensuring the vertical stability of the pipe pile during use, reducing the probability of the pipe pile tilting, improving the safety of use, and facilitating the use of staff. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 This is a schematic diagram of the structure of the utility model;

[0015] Figure 2 for Figure 1 sectional view of

[0016] Figure 3 for Figure 2Schematic diagram of the structure of the first casing, reinforcing ribs and curved plates.

[0017] In the figure: 1. pipe pile, 2. stabilizing device, 201. first circular plate, 202. second circular plate, 203. plug rod, 204. partition, 3. reinforcing device, 301. reinforcing rib, 302. connecting plate, 303. curved plate, 304. first sleeve, 305. second sleeve, 4. rubber pad. DETAILED DESCRIPTION

[0018] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the embodiments described are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0019] By those skilled in the art, the components in this case are connected in sequence. The specific connection and operation sequence should refer to the following working principle. The detailed connection means are well-known technologies in this field. The following mainly introduces the working principle and process.

[0020] Most traditional pipe piles are installed directly on the ground. However, when used for a long time, the soil near the pipe piles is easily washed away due to long-term rain. This leads to a decrease in the stability of the pipe pile connection position, making the pipe pile prone to tilting or even collapse, thus causing trouble for people's use.

[0021] In view of this, the utility model provides a concrete pipe pile reinforcement structure. Through the cooperation of the pipe pile and the stabilizing device, the contact stability between the pipe pile and the ground can be improved, and the soil near the pipe pile can be blocked, thereby avoiding the loss of soil near the pipe pile due to erosion by rainwater, thereby greatly improving the installation stability of the pipe pile and bringing convenience to the use of the staff.

[0022] Example 1: By Figure 1 、 2 As shown in Figure 3, a concrete pipe pile reinforcement structure includes a pipe pile 1. This case does not make any innovation to the pipe pile 1. The description here is only for the convenience of description. The concrete pipe pile reinforcement structure also includes: a stabilizing device 2, which is arranged below the pipe pile 1; a reinforcing device 3, which is installed above the stabilizing device 2; wherein the stabilizing device 2 can reinforce the buried point of the pipe pile 1, and the reinforcing device 3 can improve the strength of the near-point where the pipe pile 1 leaks out of the ground;

[0023] During the specific implementation process, it is worth noting that the stabilizing device 2 can improve the connection strength between the pipe pile 1 and the ground, while also preventing the loss of soil near the pipe pile 1. The reinforcing device 3 can improve the vertical stability of the pipe pile 1, greatly reducing the probability of tilting.

[0024] Specifically, when using the concrete pipe pile to reinforce the structure, the staff first buries the pipe pile 1 into the ground, and then the staff installs the stabilizing device 2 to the buried position of the pipe pile 1. When the stabilizing device 2 is installed, the staff can install the reinforcing device 3 to the underground position of the pipe pile 1.

[0025] Example 2: By Figure 2 and 3 As can be seen, the stabilizing device 2 includes: a first circular plate 201, which is sleeved on one side of the outer wall of the pipe pile 1; a second circular plate 202, which is in contact with one side of the first circular plate 201 and in contact with the outer wall of the pipe pile 1 away from the first circular plate 201; a plurality of insertion rods 203, which are respectively installed at the bottom of the first circular plate 201 and the second circular plate 202; and two partitions 204, which are respectively installed at the bottom of the first circular plate 201 and the second circular plate 202. The insertion rods 203 can improve the contact strength between the pipe pile 1 and the ground, and the partitions 204 can block the soil near the pipe pile 1 to prevent it from being lost.

[0026] In the specific implementation process, it is worth noting that the two partitions 204 can surround the soil near the pipe pile 1, thereby preventing soil loss, and the insertion rod 203 can improve the connection stability between the pipe pile 1 and the ground;

[0027] Furthermore, the distal end of the insertion rod 203 is pointed;

[0028] During the specific implementation process, it is worth noting that the pointed design of the insertion rod 203 allows the staff to insert the insertion rod 203 into the ground more conveniently and labor-savingly;

[0029] Specifically, based on the above-mentioned embodiment 1, after the pipe pile 1 is installed, the staff will sleeve the first circular plate 201 on the outer wall of the pipe pile 1, and then use external power equipment to press the first circular plate 201 downward. At this time, the first circular plate 201 can drive the insertion rod 203 and the partition 204 to be inserted into the ground. Then the staff will sleeve the second circular plate 202 on the outer wall of the pipe pile 1, and then use external power equipment to press the second circular plate 202 downward again. When the second circular plate 202 moves to the appropriate position, the installation operation is completed.

[0030] Example 3: By Figure 1 、 2As can be seen from Figure 3, the reinforcement device 3 includes: a first sleeve 304, which is sleeved on the lower side of the outer wall of the pipe pile 1; a second sleeve 305, which is sleeved on the lower side of the outer wall of the pipe pile 1 away from the first sleeve 304 and fits the outer wall of the first sleeve 304; a plurality of reinforcement ribs 301, which are respectively arranged on the outer walls of the first sleeve 304 and the second sleeve 305; a plurality of connecting plates 302, which are respectively arranged on the side where the first sleeve 304 and the second sleeve 305 are close to each other; two curved plates 303, which are respectively inserted on both sides of the first sleeve 304 and the second sleeve 305; wherein the first sleeve 304 and the second sleeve 305 can reinforce the lower side of the pipe pile 1, and the curved plates 303 can limit the first sleeve 304 and the second sleeve 305;

[0031] During the specific implementation, it is worth noting that the reinforcing ribs 301 can improve the overall strength of the first sleeve 304 and the second sleeve 305 to prevent deformation due to stress. The staff uses bolts or the like to connect the first sleeve 304 and the second sleeve 305 together through the connecting plate 302, and the curved plate 303 can limit the first sleeve 304 and the second sleeve 305.

[0032] Furthermore, rubber pads 4 are installed on the inner walls of the first sleeve 304 and the second sleeve 305, and the inner walls of the two rubber pads 4 are tightly pressed against the outer wall of the pipe pile 1;

[0033] In the specific implementation process, it is worth noting that the rubber pad 4 can protect the end edges of the first sleeve 304 and the second sleeve 305 to avoid damage;

[0034] Specifically, based on the above-mentioned embodiment 1, after the stabilizing device 2 is installed, the staff will sleeve the first sleeve 304 under the outer wall of the pipe pile 1, and then sleeve the second sleeve 305 on the other side of the outer wall of the pipe pile 1. Then, the staff will insert the curved plate 303 into the first sleeve 304 and the second sleeve 305, and then use bolts or the like to connect the first sleeve 304 and the second sleeve 305 through the connecting plate 302. Then, use bolts or the like to connect the first sleeve 304 and the second sleeve 305 and the first circular plate 201 and the second circular plate 202 together. At this time, the assembly work is completed.

[0035] It should be noted that, in this document, relational terms such as first and second, etc., are used only to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the terms "include," "comprise," or any other variations thereof are intended to cover non-exclusive inclusion, so that a process, method, article, or device that includes a series of elements includes not only those elements, but also other elements not explicitly listed, or elements inherent to such process, method, article, or device. In the absence of further limitations. The phrase "includes an element defined by..." does not exclude the presence of other identical elements in the process, method, article, or device that includes the element.

[0036] In the present invention, unless otherwise clearly stipulated and limited, the terms "install", "set", "connect", "fix", "screw" and the like 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 present invention according to the specific circumstances.

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

Claims

1. A concrete pipe pile reinforcement structure, comprising a pipe pile (1), characterized in that: The concrete pipe pile reinforcement structure further comprises: A stabilizing device (2) is arranged below the pipe pile (1); A reinforcing device (3) is installed above the stabilizing device (2); The stabilizing device (2) can reinforce the buried location of the pipe pile (1), and the reinforcing device (3) can increase the strength of the near-ground location where the pipe pile (1) emerges from the ground.

2. A concrete pipe pile reinforcement structure according to claim 1, characterized in that: The stabilizing device (2) comprises: A first circular plate (201) is sleeved on one side of the outer wall of the pipe pile (1); A second circular plate (202) is fitted on one side of the first circular plate (201) and is fitted on the outer wall of the pipe pile (1) away from the first circular plate (201); A plurality of inserting rods (203) are provided and are respectively installed on the bottom of the first circular plate (201) and the second circular plate (202); Two partitions (204) are provided and are respectively installed on the bottom of the first circular plate (201) and the second circular plate (202); The insertion rod (203) can improve the contact strength between the pipe pile (1) and the ground, and the partition (204) can block the soil near the pipe pile (1) to prevent loss.

3. The concrete pipe pile reinforcement structure according to claim 2, characterized in that: The end of the insertion rod (203) is pointed.

4. The concrete pipe pile reinforcement structure according to claim 1, characterized in that: The reinforcing device (3) comprises: A first sleeve (304) is sleeved below the outer wall of the pipe pile (1); The second sleeve (305) is sleeved below the outer wall of the pipe pile (1) away from the first sleeve (304) and fits closely with the outer wall of the first sleeve (304); A plurality of reinforcing ribs (301) are provided, and are respectively provided on the outer walls of the first sleeve (304) and the second sleeve (305); A plurality of connecting plates (302) are provided, each of which is disposed on a side where the first sleeve (304) and the second sleeve (305) are close to each other; Two curved plates (303) are provided and are respectively plugged into both sides of the first sleeve (304) and the second sleeve (305); The first sleeve (304) and the second sleeve (305) can reinforce the bottom of the pipe pile (1), and the curved plate (303) can limit the first sleeve (304) and the second sleeve (305).

5. The concrete pipe pile reinforcement structure according to claim 4, characterized in that: The inner walls of the first sleeve (304) and the second sleeve (305) are both installed with rubber pads (4), and the inner walls of the two rubber pads (4) are tightly pressed against the outer wall of the pipe pile (1).

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