Stable anti-floating pile
By arranging a reinforcement ring and a spiral rod structure on the anti-floating pile, the problem of the anti-floating pile tilting or deflecting under the change of underground stress is solved, and the stability of the pile body is achieved.
Patent Information
- Application Number
- CN202422312439.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-09-23
- Publication Date
- 2025-09-19
- Estimated Expiration
- 2034-09-23
AI Technical Summary
After installation, anti-floating piles are prone to tilt or position shift due to changes in underground stress, affecting bearing stability.
A reinforcement ring and spiral rod structure is adopted. The spiral rod spirals into the foundation and connects with the reinforcement ring. Combined with the support rod and stabilizing plate, the stability of the pile body is improved.
Effectively reduce the possibility of pile tilt and displacement, and improve the stability and bearing capacity of the pile.
Smart Images
Figure CN223358253U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of construction, in particular to a stable anti-floating pile. Background Art
[0002] Anti-floating piles are pull-out piles. The pile body bears tensile force. The force of ordinary anti-floating piles is also transmitted from the top of the pile to the bottom of the pile. The magnitude of the force on the pile body changes with the change of the groundwater level. Pull-out piles refer to the general term for various pile types that resist the upward displacement of buildings. Pull-out piles are different from general foundation piles and have their own unique properties. Anti-floating piles are pull-out piles.
[0003] In the related art, after the anti-floating piles are installed, due to various underground stresses, the pull-out piles are prone to tilt or position shift, affecting the bearing capacity. Utility Model Content
[0004] The purpose of the utility model is to provide a stable anti-floating pile.
[0005] In order to reduce the possibility of the pile body tilting, the utility model adopts the following technical solutions:
[0006] A stable anti-floating pile comprises a pile body, a reinforcement ring sleeve is arranged on the outside of the pile body, a spiral hole is opened in the reinforcement ring sleeve, the spiral hole is arranged in the vertical direction and passes through the reinforcement ring sleeve, a spiral rod is arranged in the spiral hole, and the spiral rod is used to be penetrated into the foundation.
[0007] Through the above technical solution, the spiral rod can further improve the support of the reinforcement ring, thereby reducing the possibility of the pile body tilting and displacement.
[0008] Preferably, the reinforcement collar is formed by splicing a plurality of reinforcement plates, and one side of the reinforcement plate is in contact with the side wall of the pile body.
[0009] Through the above technical solution, a reinforcement ring sleeve is formed by splicing multiple arc-shaped reinforcement plates, which can facilitate the installation of the reinforcement ring sleeve. The reinforcement ring sleeve is installed after the pile body is placed in the foundation, which facilitates the fixation of the pile body.
[0010] Preferably, the side wall of the pile body is provided with a support rod, the reinforcement plate is provided with a through hole, the support rod passes through the through hole, and the support rod is threadedly connected to a nut after passing through the through hole.
[0011] Preferably, an anti-slip layer is provided on the side of the reinforcement plate close to the pile body.
[0012] Preferably, a stabilizing plate is provided on one side of the reinforcement plate close to the bottom, and one side of the stabilizing plate is in contact with the ground.
[0013] Preferably, a reinforcing rod is provided between the stabilizing plate and the reinforcing plate.
[0014] The beneficial effects of the utility model are as follows: the pile body is reinforced by the reinforcement sleeve, the spiral rod is screwed into the foundation to reinforce the reinforcement sleeve, the reinforcement sleeve and the pile body are connected by the support rod passing through the through hole, thereby further improving the stability of the pile body, and the stabilizing plate arranged on the reinforcement plate can further reduce the possibility of the reinforcement sleeve tilting, thereby improving the stability of the pile body. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] Figure 1 This is a front view of a stable anti-floating pile of the utility model;
[0016] Figure 2 This is a cross-sectional view of a stable anti-floating pile of the utility model;
[0017] Figure 3 It is a top view of a stable anti-floating pile of the utility model.
[0018] In the figure: 1. Pile body; 2. Reinforcement ring; 3. Spiral hole; 4. Spiral rod; 5. Reinforcement plate; 6. Through hole; 7. Nut; 8. Anti-slip layer; 9. Stabilizing plate; 10. Strengthening rod; 11. Support rod. DETAILED DESCRIPTION
[0019] The present invention will be further described in detail below with reference to the accompanying drawings and examples. It should be understood that the specific embodiments described herein are intended only to illustrate the present invention and are not intended to limit the present invention. It should also be noted that, for ease of description, the accompanying drawings only illustrate portions relevant to the present invention, not all of its components.
[0020] Refer to the following Figures 1 to 3 A stable anti-floating pile provided by the utility model is described.
[0021] Reference Figure 1 A stable anti-floating pile includes a pile body 1, which is embedded in the foundation. The outer side of the pile body 1 is detachably connected to a reinforcement ring sleeve 2, which is used to support the pile body 1.
[0022] Reference Figure 1 、 2 3. In this embodiment, the pile body 1 is cylindrical, and the reinforcement collar 2 is composed of a plurality of arc-shaped reinforcement plates 5. In this embodiment, there are four reinforcement plates 5. To facilitate the installation of the reinforcement plates 5, a support rod 11 is fixedly connected to the side wall of the pile body 1. The reinforcement plates 5 are provided with through holes 6. The support rod 11 and the through holes 6 are correspondingly arranged. The support rod 11 passes through the through holes 6, thereby restraining the reinforcement plates 5 to the side wall of the pile body 1. After the support rod 11 passes through the through holes 6, it is threadedly connected to a nut 7, which further improves the stability of the reinforcement plates 5 on the side wall of the pile body 1.
[0023] Reference Figure 3 In order to further improve the stability of the reinforcement plate 5, an anti-slip layer 8 is fixedly connected to the side of the reinforcement plate 5 close to the pile body 1. In this embodiment, the anti-slip layer 8 is a rubber layer, which can further enhance the sliding between the reinforcement plate 5 and the pile body 1.
[0024] Reference Figure 2 A spiral hole 3 is provided in the reinforcement plate 5. The spiral hole 3 is arranged in the vertical direction and passes through the reinforcement plate 5. A spiral rod 4 is passed through the spiral hole 3. After the reinforcement plate 5 is installed, the spiral rod 4 is screwed into the spiral hole 3, and one end of the spiral rod 4 passes through the spiral hole 3 and then penetrates into the foundation, thereby further improving the stability of the reinforcement plate 5.
[0025] Reference Figure 2 In order to facilitate the screw rod 4 to enter the foundation, one end of the screw rod 4 is set in a conical shape.
[0026] Reference Figure 2 The reinforcement plate 5 is fixedly connected to a stabilizing plate 9 on one side close to the bottom, and one side of the stabilizing plate 9 is in contact with the foundation. The stabilizing plate 9 is fixedly connected to a reinforcing rod 10 on the side away from the bottom, and the other end of the reinforcing rod 10 is fixedly connected to the reinforcement plate 5, thereby further improving the support of the reinforcement plate 5.
[0027] The working principle of the embodiment of the present application is that the pile body 1 is reinforced by the reinforcement ring 2, the spiral rod 4 is screwed into the foundation to reinforce the reinforcement ring 2, and the support rod 11 passes through the through hole 6 to connect the reinforcement ring 2 and the pile body 1, thereby further improving the stability of the pile body 1. The stabilizing plate 9 arranged on the reinforcement plate 5 can further reduce the possibility of the reinforcement ring 2 tilting, thereby improving the stability of the pile body 1.
[0028] Obviously, the above-described embodiments of the present invention are merely examples for the purpose of clearly illustrating the present invention and are not intended to limit the manner in which the present invention is to be implemented. A person skilled in the art would be able to make various obvious changes, readjustments, and substitutions without departing from the scope of protection of the present invention. It is not necessary and impossible to enumerate all embodiments here. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of the present invention shall be included within the scope of protection of the claims of the present invention.
Claims
1. A stable anti-floating pile, characterized in that: The invention comprises a pile body (1), wherein a reinforcement ring sleeve (2) is arranged on the outside of the pile body (1), a spiral hole (3) is opened in the reinforcement ring sleeve (2), the spiral hole (3) is arranged in a vertical direction and passes through the reinforcement ring sleeve (2), a spiral rod (4) is arranged in the spiral hole (3), and the spiral rod (4) is used to be penetrated into the foundation.
2. A stable anti-floating pile according to claim 1, characterized in that: The reinforcement ring sleeve (2) is formed by splicing together a plurality of reinforcement plates (5), and one side of the reinforcement plate (5) is in contact with the side wall of the pile body (1).
3. A stable anti-floating pile according to claim 2, characterized in that: The side wall of the pile body (1) is provided with a support rod (11), a through hole (6) is opened on the reinforcement plate (5), the support rod (11) passes through the through hole (6), and the support rod (11) is threadedly connected to the nut (7) after passing through the through hole (6).
4. A stable anti-floating pile according to claim 2, characterized in that: The reinforcement plate (5) is provided with an anti-slip layer (8) on one side close to the pile body (1).
5. A stable anti-floating pile according to claim 2, characterized in that: A stabilizing plate (9) is provided on one side of the reinforcing plate (5) close to the bottom, and one side of the stabilizing plate (9) is in contact with the ground.
6. A stable anti-floating pile according to claim 5, characterized in that: A reinforcing rod (10) is provided between the stabilizing plate (9) and the reinforcing plate (5).