Static pressure anchor rod pile
By setting channels and matching pile cores and tips on the pile body of the static pressing anchor pile, the problem of hard work in pressing into the ground by existing anchor piles is solved, and the stability and pressing efficiency of the pile body are improved.
Patent Information
- Application Number
- CN202421338307.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-13
- Publication Date
- 2025-05-09
- Estimated Expiration
- 2034-06-13
AI Technical Summary
When existing anchor piles are pressed into the ground, the soil is squeezed outward and moves outward, making it difficult to press into the ground, and lacks a channel for soil to flow out.
A static pressing anchor pile is designed. The pile body is equipped with a hoop on the upper and lower sides, the side walls are smooth surfaces, and channels running through the upper and lower ends are set inside. The inner diameter of the passage is one-fifth of the outer diameter of the pile body. Combined with the pile core and tip, the stability of the pile body is improved.
By setting up channels and pile cores, the problem of hard work of anchor piles pressing into the ground is solved, the stability of the pile body is improved, soil flows out, and the pressing process is simplified.
Smart Images
Figure CN222847352U_ABST
Abstract
Description
Technical Field
[0001] The present application belongs to the technical field of pile manufacturing, and specifically relates to a static pressure anchor pile. Background Art
[0002] Anchor piles are piles that are pressed using the reaction force provided by the anchor rods anchored in the original foundation. Pressed piles are generally small-section piles and are mainly used for foundation reinforcement. However, when the anchor rods are pressed into the ground, the soil on the ground that is squeezed must move outward to leave space for the anchor piles. However, the current anchor piles do not have a channel reserved for the soil to flow out, making it difficult to press the anchor piles into the ground. Utility Model Content
[0003] The purpose of this application is mainly to address the shortcomings of the prior art. A static pressure anchor pile is designed by setting a channel on the mounting body, which solves the problem that the existing anchor piles are difficult to press into the ground.
[0004] In order to achieve the above purpose, the technical solution adopted in this application is:
[0005] A static pressure anchor pile comprises a pile body, wherein a first hoop is provided at the upper end of the pile body, a second hoop is provided at the lower end of the pile body, the side wall of the pile body is a smooth surface, and a passage is provided inside the pile body which passes through the upper and lower ends of the pile body.
[0006] Preferably, the inner diameter of the channel is equal to one fifth of the outer diameter of the pile body.
[0007] Preferably, the cross section of the pile body is circular.
[0008] Preferably, the cross section of the pile body is rectangular.
[0009] Preferably, it further comprises a pile core matched with the channel, the shape and size of the cross section of the pile core are equal to the shape and size of the cross section of the channel, and the length of the pile core is greater than or equal to the length of the pile body.
[0010] Preferably, a tip is provided at the lower end of the pile core.
[0011] Compared with the prior art, this application has the following beneficial effects:
[0012] 1. The present application adopts a method of setting a channel on the device body to design a static pressure anchor pile, which solves the problem that the existing anchor piles are difficult to press into the ground.
[0013] 2. In the present application, after the pile body is driven into the ground, the pile core is inserted into the pile body from the channel, and the lower end of the pile core is inserted into the ground below the pile body, thereby improving the stability of the pile body.
[0014] 3. The present application provides a pointed portion to facilitate driving the pile core into the ground, thereby improving the stability of the pile body. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] Figure 1 This is a schematic diagram of the structure of this application;
[0016] Figure 2 This is a schematic diagram of the separation of the pile core in this application.
[0017] Among them, 1. pile body; 2. first hoop; 3. second hoop; 4. channel; 5. pile core; 6. tip. DETAILED DESCRIPTION
[0018] like Figure 1-2 As shown, a static pressure anchor pile comprises a pile body 1, wherein a first hoop 2 is provided at the upper end of the pile body 1, a second hoop 3 is provided at the lower end of the pile body 1, the side wall of the pile body 1 is a smooth surface, and a channel 4 is provided inside the pile body 1 which passes through the upper and lower ends of the pile body 1.
[0019] In the present application, the first hoop 2 and the second hoop 3 are provided mainly to prevent the pile body 1 from cracking at the end when it is pressed into the ground. During the process of being pressed into the ground, the soil at the squeezed part of the ground will move from the channel 4 to the outside of the pile body 1 under the action of pressure, so that it is convenient to press the pile body 1 into the ground.
[0020] Preferably, the inner diameter of the channel 4 is equal to one fifth of the outer diameter of the pile body 1. This configuration allows the pile body 1 to have a sufficient cross section, thereby preventing the pile body 1 from breaking.
[0021] Preferably, the cross section of the pile body 1 is circular.
[0022] Preferably, the cross section of the pile body 1 is rectangular.
[0023] Preferably, a pile core 5 is further included which cooperates with the passage 4, the cross-sectional shape and size of the pile core 5 are equal to the cross-sectional shape and size of the passage 4, and the length of the pile core 5 is greater than or equal to the length of the pile body 1. With such an arrangement, after the pile body 1 is driven into the ground, the pile core 5 is inserted from the passage 4 into the pile body 1, and the lower end of the pile core 5 is inserted into the ground and located below the pile body 1, thereby improving the stability of the pile body 1.
[0024] Preferably, the lower end of the pile core 5 is provided with a tip 6. Providing the tip 6 in this way facilitates driving the pile core 5 into the ground.
Claims
1. A static pressure anchor pile, characterized in that: The pile body (1) comprises a pile body (1), wherein a first hoop (2) is provided at the upper end of the pile body (1), a second hoop (3) is provided at the lower end of the pile body (1), the side wall of the pile body (1) is a smooth surface, and a passage (4) is provided inside the pile body (1) and passes through the upper and lower ends of the pile body (1).
2. The static anchor pile according to claim 1, characterized in that: The inner diameter of the channel (4) is equal to one fifth of the outer diameter of the pile body (1).
3. The static anchor pile according to claim 2, characterized in that: The cross section of the pile body (1) is circular.
4. The static anchor pile according to claim 2, characterized in that: The cross section of the pile body (1) is rectangular.
5. The static anchor pile according to claim 1, characterized in that: It also comprises a pile core (5) matched with the channel (4), the cross-sectional shape and size of the pile core (5) being equal to the cross-sectional shape and size of the channel (4), and the length of the pile core (5) being greater than or equal to the length of the pile body (1).
6. The static anchor pile according to claim 5, characterized in that: The lower end of the pile core (5) is provided with a tip (6).