CN214194508U

CN214194508U - Foundation pile reinforcing device

Info

Publication number: CN214194508U
Application number: CN202022874166.XU
Authority: CN
Inventors: 陈志君; 张盛威; 刘爱平
Original assignee: Xiamen Baishengli Photoelectric Technology Co ltd
Current assignee: Xiamen Baishengli Photoelectric Technology Co ltd
Priority date: 2020-12-02
Filing date: 2020-12-02
Publication date: 2021-09-14
Anticipated expiration: 2030-12-02

Abstract

The utility model provides a foundation pile reinforcement device, including support body, ground pile seat body includes main ground stake, foundation pile reinforcement piece, pipe, is provided with the swivel nut in the front end circumference of main ground stake, and foundation pile reinforcement piece end portion sets up to platform column structure, and foundation pile reinforcement piece is type U type structure to the upper portion that lies in main ground stake is provided with the foundation pile reinforcement piece of two mutual symmetries, and the crisscross pipe box that is provided with of upper and lower face of foundation pile reinforcement piece, first screw hole has been seted up to the side of pipe box, and the pipe cup joints along the pipe box of foundation pile reinforcement piece, and runs through the screw and makes the screw hole make pipe fixed with foundation pile reinforcement piece, this body coupling of ground pile seat is in the top position of main ground stake. This device is through running through the pipe and setting up on the pipe box of staggered distribution on the foundation pile reinforcement piece, realizes the pipe to the fixed of foundation pile reinforcement piece and soft ground to prevent that the difficult orientation that takes place to incline all around of ground pile seat body at main ground stake place from empting.

Description

Foundation pile reinforcing device

Technical Field

The utility model belongs to the technical field of the capital construction, concretely relates to foundation pile reinforcement device.

Background

The capital construction refers to the expanded reproduction of fixed assets for development and production of various departments of the national economy, namely, the general name of construction, acquisition and installation work for increasing the fixed assets of various departments of the national economy, and in recent years, the capital construction of China has achieved the attention of the world and is also called as the capital construction is strong.

However, with the rapid advance of urban construction, some places with unstable foundations can be developed gradually, the soil is soft, the foundation pile installation is extremely unstable, the foundation pile is easy to sink and float, and large-scale buildings are inconvenient to construct.

SUMMERY OF THE UTILITY MODEL

Not enough to prior art, the utility model aims to provide a foundation pile reinforcement device has solved the unstable place of ground among the prior art, the unstable problem of foundation pile installation.

The purpose of the utility model can be realized by the following technical scheme:

the utility model provides a foundation pile reinforcement device, includes support body, ground pile seat body includes main ground stake, foundation pile reinforcement piece, pipe, the straight rod-type structure in main ground stake position, and the front end circumference of main ground stake is provided with the swivel nut, foundation pile reinforcement piece end portion sets up to platform column structure, foundation pile reinforcement piece is type U type structure, and is located the upper portion of main ground stake is provided with the foundation pile reinforcement piece of two mutual symmetries the crisscross pipe box that is provided with of upper and lower face of foundation pile reinforcement piece, first screw hole has been seted up to the side of pipe box, the pipe cup joints along the pipe box of foundation pile reinforcement piece to run through messenger's screw hole through the screw hole and make pipe and foundation pile reinforcement piece fixed, this body coupling of ground pile seat is in the top position of main ground stake.

Furthermore, the foundation pile reinforcing block is of an integrally formed structure in the pipe sleeve.

Furthermore, a semi-arc groove is formed in the center of the back face of the side where the foundation pile reinforcing block is located along the upper end face and the lower end face, and the semi-arc groove is made to be matched with the diameter of the main ground pile.

Furthermore, a second threaded hole is formed in the back face of the side where the foundation pile reinforcing block is located.

Furthermore, the number of the pipe sleeves arranged on the foundation pile reinforcing block is two, and the angle of the pipe sleeves which are mutually crossed is 50-60 degrees.

The utility model has the advantages that:

1. this device is through running through the pipe and setting up on the pipe box of staggered distribution on the foundation pile reinforcement piece, realizes the pipe to the fixed of foundation pile reinforcement piece and soft ground to prevent that the difficult orientation that takes place to incline all around of ground pile seat body at main ground stake place from empting.

2. The spiral structure design of this device owner ground stake front end portion can realize reducing the subsidence of main ground stake position.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.

Fig. 1 is a schematic overall structure diagram of an embodiment of the present invention;

fig. 2 is a schematic view of the overall structure of the ground pile base body according to the embodiment of the present invention;

fig. 3 is a schematic view of the ground pile base body in an explosive state according to the embodiment of the present invention;

FIG. 4 is a schematic view of the overall structure of a foundation pile reinforcing block according to an embodiment of the present invention;

FIG. 5 is a schematic front structural view of a foundation pile reinforcing block according to an embodiment of the present invention;

fig. 6 is a schematic structural view of a main ground pile according to an embodiment of the present invention.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.

As shown in fig. 1, an embodiment of the present invention provides a foundation pile reinforcement device, which includes a support body 1, a foundation pile base body 2, as shown in fig. 2, 3 and 6, the ground pile base body 2 includes a main ground pile 11, a foundation pile reinforcement block 12, a circular tube 13, a main ground pile 11 having a straight rod structure, a screw sleeve 101 is arranged at the front end circumference of the main ground pile 11, the tail end part of the foundation pile reinforcing block 12 is a platform-shaped structure, as shown in fig. 4 and 5, the foundation pile reinforcing block 12 has a U-like structure, and two symmetrical foundation pile reinforcing blocks 12 are provided at the upper portion of the main pile 11, pipe sleeves 121 are arranged on the upper plate surface and the lower plate surface of the foundation pile reinforcing block 12 in a staggered manner, a first threaded hole 122 is formed in the side edge of each pipe sleeve 121, the circular pipe 13 is sleeved along the pipe sleeves 121 of the foundation pile reinforcing block 12, the round pipe 13 is fixed to the foundation pile reinforcing block 12 by passing through the screw hole 122 with a screw, and the foundation pile base body 2 is connected to the top of the main foundation pile 11.

The foundation pile reinforcing block 12 is integrally formed in the pipe sleeve 121 to improve the overall structural strength.

Furthermore, the pipe sleeves 121 arranged on the foundation pile reinforcing block 12 are two groups, and the angle of intersection is 50-60 degrees, so that the inclination angle can increase the supporting area of the circular pipe 13.

When in use, the front end part of the main ground pile 11 of the ground pile seat body 2 is driven into a soft foundation in a spiral mode, then the semi-arc grooves 120 of the two groups of foundation pile reinforcing blocks 12 are clamped at the upper part of the main ground pile 11, so that the second threaded holes 123 on the main ground pile 11 are aligned with each other, and self-tapping screws penetrate through the second threaded holes 123 for fastening. And then, the round pipe 13 penetrates through the pipe sleeve 121 on the foundation pile base body 2 until the round pipe is inserted into a soft foundation, and multiple groups of threaded holes can be formed in the round pipe 13 as required, so that the threaded holes in the round pipe 13 are aligned with the first threaded holes 122 in the pipe sleeve 121 and are locked and fixed by self-tapping screws.

Because the pipe sleeves 121 are not distributed in a staggered manner, the circular pipes 13 can be inserted into the foundation in a staggered manner, so that the main pile 11 is prevented from inclining to the periphery, and the overall firmness of the pile foundation body 2 is improved.

The foregoing shows and describes the general principles, essential features, and advantages of the invention. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention.

Claims

1. A foundation pile reinforcing device comprises a support body (1) and a foundation pile base body (2), and is characterized in that the foundation pile base body (2) comprises a main foundation pile (11), a foundation pile reinforcing block (12) and a circular tube (13), the main foundation pile (11) is of a straight rod type structure, a spiral sleeve (101) is arranged at the front end circumference of the main foundation pile (11), the tail end part of the foundation pile reinforcing block (12) is of a platform-shaped structure, the foundation pile reinforcing block (12) is of a U-shaped structure, two mutually symmetrical foundation pile reinforcing blocks (12) are arranged at the upper part of the main foundation pile (11), pipe sleeves (121) are arranged on the upper plate surface and the lower plate surface of the foundation pile reinforcing block (12) in a staggered mode, a first threaded hole (122) is formed in the side edge of each pipe sleeve (121), and the circular tube (13) is sleeved along the pipe sleeves (121) of the foundation pile reinforcing block (12), and the round pipe (13) and the foundation pile reinforcing block (12) are fixed by penetrating through the first threaded hole (122) through a screw, and the foundation pile seat body (2) is connected to the top position of the main foundation pile (11).

2. The pile reinforcement of claim 1, wherein the pile reinforcement (12) is integrally formed with the sleeve (121).

3. The foundation pile reinforcement apparatus of claim 1, wherein the center of the back of the side where the foundation pile reinforcement block (12) is located is provided with semi-arc grooves (120) along the upper and lower end surfaces, and the semi-arc grooves (120) are adapted to the diameter of the main foundation pile (11).

4. A foundation pile reinforcing arrangement according to claim 3, wherein the second threaded hole (123) is provided in the back of the side on which the foundation pile reinforcing block (12) is located.

5. The pile reinforcement of claim 1, characterized in that the sleeves (121) provided on the pile reinforcement blocks (12) are provided in two sets and cross each other at an angle of 50-60 degrees.