Building foundation reinforcing pile

Abstract

The utility model is suitable for the technical field of foundation reinforcement, and provides a building foundation reinforcement pile which comprises a fixed pile provided with a mounting cavity. The through opening is formed in the side face of the fixing pile and communicates with the mounting cavity; the clamping block is mounted in the through hole in a sliding manner; the connecting block is fixedly mounted on the clamping block, and the connecting block is in sliding contact with the inner wall of the mounting cavity; the sealing film is fixedly mounted on the through hole; the pushing block is mounted in the fixing pile in a sliding manner, extends into the mounting cavity to be in contact with the connecting block, and is used for pushing the clamping block to extend out of the mounting cavity; and the pushing rod is installed in the fixing pile in a sliding mode and makes contact with the pushing block. According to the building foundation reinforcing pile, the anti-pulling effect of the foundation reinforcing pile can be enhanced, and the stability of the foundation reinforcing pile is enhanced through the side face protruding parts.

Description

Technical Field

[0001] This utility model belongs to the field of foundation reinforcement technology, and in particular relates to a building foundation reinforcement pile. Background Technology

[0002] Foundation reinforcement piles are commonly used reinforcement devices in engineering. They play a reinforcing role in buildings or strata and bear a certain load, thereby improving the stability of buildings or ground engineering.

[0003] Current foundation reinforcement piles have a relatively simple structure. During use, they are fixed by inserting a smooth cone into the soil and relying on the soil to press against the pile. They also rely on friction to prevent the pile from lifting out of the soil. This results in limited pull-out resistance and insufficient stability. After long-term use, the piles are prone to becoming unstable. Utility Model Content

[0004] This utility model provides a foundation reinforcement pile for buildings, aiming to solve the problems mentioned in the background art, such as poor pull-out resistance and insufficient long-term stability of the foundation reinforcement piles currently used.

[0005] To solve the above problems, this utility model is implemented as follows: a building foundation reinforcement pile includes: a fixed pile with an installation cavity; a through-hole, which is opened on the side of the fixed pile and communicates with the installation cavity; a locking block, which is slidably installed in the through-hole; a connecting block, which is fixedly installed on the locking block and slides in contact with the inner wall of the installation cavity; a sealing membrane, which is fixedly installed on the through-hole; a pushing block, which is slidably installed in the fixed pile and extends into the installation cavity to contact the connecting block, for pushing the locking block to extend out of the installation cavity; a pushing rod, which is slidably installed in the fixed pile and contacts the pushing block; and an extension mechanism, which is disposed in the fixed pile for driving the pushing rod to push the pushing block downward.

[0006] Preferably, the extension mechanism includes a positioning block, a screw, a connecting groove, and a rectangular groove. The positioning block is rotatably installed inside the fixed pile, the screw is fixedly installed at the bottom of the positioning block, and the screw is threaded into the push rod. The connecting groove is opened on the fixed pile, and the rectangular groove is fixedly installed at the top of the positioning block. The rectangular groove is disposed in the connecting groove.

[0007] Preferably, the push rod consists of a pressure block and a slide rod, the pressure block is in contact with the push block, the slide rod is threadedly connected to the screw, and the slide rod is rectangular.

[0008] Preferably, a limiting groove is formed in the fixed pile, and a guide block is fixedly installed on one side of the jacking block, and the guide block is slidably connected to the limiting groove.

[0009] Preferably, a storage groove is provided on the outer wall of the fixed pile, a movable block is hinged in the storage groove, a protrusion is fixedly installed on the movable block, and the protrusion extends outside the storage groove.

[0010] Preferably, a limiting block for limiting the rotation angle of the movable block is fixedly installed on the movable block.

[0011] Preferably, both the protrusion and the limiting block are configured as barbs, with the protrusion positioned above the limiting block and having a larger volume than the limiting block.

[0012] Compared with related technologies, the foundation reinforcement piles provided by this utility model have the following beneficial effects:

[0013] Compared with existing technologies, the foundation reinforcement piles provided in this solution significantly enhance the overall stability and pull-out resistance of the foundation reinforcement piles through a series of innovative designs. All components work together, from the internal retaining blocks extending to enhance soil bonding, to the external movable blocks and protrusions assisting in fixation, and the limiting structure ensuring precise movement, comprehensively improving the adaptability and reliability of the reinforcement piles under different working conditions. Attached Figure Description

[0014] Figure 1 This is a schematic diagram of the main structure of a building foundation reinforcement pile provided by this utility model;

[0015] Figure 2 This is a schematic diagram of the main sectional view of a building foundation reinforcement pile provided by this utility model;

[0016] Figure 3 for Figure 2 An enlarged structural diagram of part A shown in the figure;

[0017] Figure 4 for Figure 2 The diagram shows an enlarged view of part B.

[0018] Reference numerals: 1. Fixed pile; 2. Installation cavity; 3. Through port; 4. Locking block; 5. Connecting block; 6. Sealing membrane; 7. Pushing block; 8. Pushing rod; 9. Positioning block; 10. Screw; 11. Connecting groove; 12. Rectangular groove; 13. Limiting groove; 14. Guide block; 15. Storage groove; 16. Movable block; 17. Protrusion; 18. Limiting block. Detailed Implementation

[0019] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs; the terminology used herein in the specification of the application is for the purpose of describing particular embodiments only and is not intended to limit the application; the terms "comprising" and "having," and any variations thereof, in the specification, claims, and foregoing description of the drawings are intended to cover non-exclusive inclusion. The terms "first," "second," etc., in the specification, claims, or foregoing drawings are used to distinguish different objects, not to describe a particular order; the terms "inner," "outer," "left," and "right" indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of the present invention.

[0020] In this document, the term "embodiment" means that a particular feature, structure, or characteristic described in connection with an embodiment may be included in at least one embodiment of this application. The appearance of this phrase in various places throughout the specification does not necessarily refer to the same embodiment, nor is it a separate or alternative embodiment mutually exclusive with other embodiments. It will be explicitly and implicitly understood by those skilled in the art that the embodiments described herein can be combined with other embodiments.

[0021] This utility model embodiment provides a building foundation reinforcement pile, such as Figure 1-4 As shown, the foundation reinforcement pile includes: a fixed pile 1 with an installation cavity 2; a through-hole 3, which is located on the side of the fixed pile 1 and connects to the installation cavity 2; a locking block 4, which is slidably installed in the through-hole 3; a connecting block 5, which is fixedly installed on the locking block 4 and slides in contact with the inner wall of the installation cavity 2; a sealing membrane 6, which is fixedly installed on the through-hole 3; a pushing block 7, which is slidably installed in the fixed pile 1 and extends into the installation cavity 2 to contact the connecting block 5, for pushing the locking block 4 to extend out of the installation cavity 2; a pushing rod 8, which is slidably installed in the fixed pile 1 and contacts the pushing block 7; and an extension mechanism, which is provided in the fixed pile 1 to drive the pushing rod 8 to push the pushing block 7 downward.

[0022] In this embodiment, the fixed pile 1 serves as the main structure of the entire building foundation reinforcement pile. Its internal installation cavity 2 provides installation space for other components, acting as the foundational support for the entire device. This allows each component to work collaboratively within the cavity to achieve the foundation reinforcement function. The opening 3 provides a channel for the sliding installation of the locking block 4, enabling it to extend or retract from the installation cavity 2 at specific positions. This alters the interaction between the reinforcement pile and the surrounding soil, enhancing the pile's stability. When the locking block 4 is pushed out of the installation cavity 2 by the pushing block 7, it embeds itself into the surrounding soil. By increasing the contact area and friction with the soil, it effectively improves the pile's pull-out resistance, enhancing its fixation in the soil and overcoming the problem of traditional foundation reinforcement piles relying solely on friction to limit upward movement from the soil layer and having limited pull-out resistance. The connecting block 5 ensures the sliding stability of the locking block 4 within the opening 3, allowing it to extend accurately. The sliding contact between the connecting block 5 and the inner wall of the installation cavity 2 also provides guidance, ensuring the correct direction of movement of the locking block 4 and facilitating its better embedding into the soil. The sealing membrane 6 prevents soil and moisture from entering the installation cavity 2, protecting the components inside from external environmental corrosion and extending their service life. Simultaneously, it is punctured when the connecting block 5 receives driving force, ensuring the stability and reliability of the entire reinforced pile device during long-term use. The jacking block 7 transmits the driving force of the extension mechanism, enabling the locking block 4 to extend, thereby changing the interaction between the reinforced pile and the soil and enhancing the stability of the reinforced pile. The jacking rod 8, as the connecting component between the extension mechanism and the jacking block 7, transmits the driving force of the extension mechanism to the jacking block 7, allowing the jacking block 7 to smoothly push the locking block 4, realizing the transformation and optimization of the reinforced pile's function. Through the operation of the extension mechanism, the locking block 4 extends, thereby enhancing the bonding ability between the reinforced pile and the soil, improving the pull-out resistance and stability of the reinforced pile, and solving the problems of insufficient stability and instability after long-term use of traditional foundation reinforced piles.

[0023] In a further preferred embodiment of this utility model, the extension mechanism includes a positioning block 9, a screw 10, a connecting groove 11, and a rectangular groove 12. The positioning block 9 is rotatably installed in the fixed pile 1. The screw 10 is fixedly installed at the bottom of the positioning block 9 and is threaded into the push rod 8. The connecting groove 11 is opened on the fixed pile 1. The rectangular groove 12 is fixedly installed at the top of the positioning block 9 and is disposed in the connecting groove 11.

[0024] In this embodiment, the rotation of the positioning block 9 drives the screw 10 to rotate, thus providing a power source for the up-and-down movement of the push rod 8. The rotation of the positioning block 9 enables the extension mechanism to drive the push rod 8, thereby controlling the extension and retraction of the locking block 4. This enhances the adjustability of the interaction between the reinforced pile and the soil, improving the adaptability and stability of the reinforced pile under different working conditions. This threaded transmission method features high transmission accuracy and good self-locking, accurately controlling the movement distance of the push rod 8, thereby precisely controlling the extension length of the locking block 4, making the bond between the reinforced pile and the soil tighter and more stable, effectively improving the pull-out resistance of the reinforced pile. The connecting groove 11 provides a channel for the components that drive the extension mechanism. By connecting the drive mechanism to the rectangular groove 12, the positioning block 9 can be driven to rotate, thus providing the necessary structural support for the extension and retraction of the locking block 4. The design of the rectangular groove 12 facilitates connection with an external drive device. The operator can use an external drive device to act on the rectangular groove 12 to drive the positioning block 9 to rotate, thereby operating the extension mechanism. This design makes the installation and use of reinforced piles more convenient, and allows for quick adjustment of the state of the locking block 4 according to actual conditions, improving construction efficiency and further enhancing the applicability and stability of reinforced piles in different engineering scenarios.

[0025] In a further preferred embodiment of the present invention, the push rod 8 is composed of a pressure block and a slide rod, the pressure block is in contact with the push block 7, the slide rod is threadedly connected to the screw 10, and the slide rod is rectangular.

[0026] In this embodiment, the direct contact design between the pressure block and the jacking block 7 ensures effective force transmission, improves the efficiency and reliability of the entire transmission process, ensures that the locking block 4 can extend accurately, and enhances the bonding ability between the reinforced pile and the soil. Because the sliding rod is rectangular, this design increases the contact area between the sliding rod and the inner wall of the fixed pile 1 or other guiding components, improving the stability of the sliding rod during sliding and preventing rotation during movement, ensuring that the jacking rod 8 can only move up and down along the axial direction. Furthermore, the threaded connection between the rectangular sliding rod and the screw 10 is tighter, enabling it to withstand greater force and torque, thus improving the load-bearing capacity and operational reliability of the entire extension mechanism. When the extension mechanism is working, the sliding rod, through threaded transmission with the screw 10, converts the rotation of the positioning block 9 into its own up and down movement, thereby driving the pressure block to push the jacking block 7 and the locking block 4, achieving the adjustment of the reinforced pile function.

[0027] In a further preferred embodiment of the present invention, a limiting groove 13 is provided in the fixed pile 1, and a guide block 14 is fixedly installed on one side of the jacking block 7, and the guide block 14 is slidably connected to the limiting groove 13.

[0028] In this embodiment, the limiting groove 13 provides a sliding track for the guide block 14, restricting the guide block 14 to slide only along the direction of the limiting groove 13, thereby ensuring the accurate and stable movement direction of the jacking block 7 within the fixed pile 1. This limiting effect prevents the jacking block 7 from deviating or wobbling during movement, ensuring that the jacking block 7 can accurately push the locking block 4 out or retract into the mounting cavity 2, improving the reliability and stability of the reinforcement pile operation. The guide block 14 serves to guide and support the jacking block 7 during movement. The sliding contact between the guide block 14 and the limiting groove 13 also reduces the friction force during the movement of the jacking block 7, making the movement of the jacking block 7 smoother and improving the working efficiency of the entire extension mechanism. At the same time, the setting of the guide block 14 also enhances the structural stability of the jacking block 7, preventing it from deforming or being damaged during stress.

[0029] In a further preferred embodiment of the present invention, a storage groove 15 is provided on the outer wall of the fixed pile 1, a movable block 16 is hinged in the storage groove 15, a protrusion 17 is fixedly installed on the movable block 16, and the protrusion 17 extends to the outside of the storage groove 15.

[0030] In this embodiment, when the fixed pile 1 is buried, the movable block 16 does not need to function. It is compressed by the soil and stored within the storage groove 15, reducing space occupation and providing some protection against erosion and damage from the external environment. When the fixed pile 1 is subjected to external force and moves upward, the movable block 16 rotates out of the storage groove 15, increasing the contact with the soil and making the reinforced pile structure more compact and rational, thus improving space utilization. The protrusion 17 increases the contact area and friction between the reinforced pile and the soil, further improving the pull-out resistance and stability of the reinforced pile. Similar to the function of the locking block 4, but with a different placement and function, the protrusion 17 strengthens the bond with the soil from the outside, complementing the internal strengthening bond of the locking block 4, and jointly improving the working performance of the reinforced pile under various working conditions.

[0031] In a further preferred embodiment of the present invention, a limiting block 18 for limiting the rotation angle of the movable block 16 is fixedly installed on the movable block 16.

[0032] In this embodiment, as the movable block 16 rotates around the hinge point, the limiting block 18 contacts the inner wall of the receiving groove 15, thereby preventing the movable block 16 from continuing to rotate and limiting its rotation angle within a certain range. This limiting design ensures that the movable block 16 can accurately reach the required working position when rotating, ensuring that the protrusion 17 can function in the appropriate position and enhancing the bonding ability between the reinforced pile and the soil. At the same time, the limiting block 18 also improves the stability and controllability of the movement of the movable block 16, making the reinforced pile more reliable during use.

[0033] In a further preferred embodiment of the present invention, both the protrusion 17 and the limiting block 18 are configured as barbs, the protrusion 17 is disposed above the limiting block 18, and its volume is larger than that of the limiting block 18.

[0034] In this embodiment, the shape of the barb allows the protrusion 17 to more firmly hook onto the soil when subjected to upward pulling force, while simultaneously pulling the movable block 16 out of the receiving groove 15, increasing the mechanical interlocking force between the reinforced pile and the soil, thereby significantly improving the pull-out resistance of the reinforced pile. Furthermore, the protrusion 17 is positioned above the limiting block 18 and is larger in volume than the limiting block 18; this arrangement allows the protrusion 17 to exert a greater range of action when interacting with the soil. The arrangement of the limiting block 18 and the protrusion 17 makes the descent of the fixed pile 1 smoother, reducing its descent resistance.

[0035] In summary, compared with related technologies, this foundation reinforcement pile device, through a series of innovative designs, significantly enhances the overall stability and pull-out resistance of foundation reinforcement piles. The various components work collaboratively, from the internal retaining blocks extending to strengthen soil bonding, to the external movable blocks and protrusions assisting in fixation, and the limiting structure ensuring precise movement, comprehensively improving the adaptability and reliability of the reinforcement piles under different working conditions. This integrated design not only solves the problems of limited pull-out resistance and insufficient stability after long-term use of traditional foundation reinforcement piles, but also improves construction efficiency and extends service life through optimized structure and added functions, providing more stable and reliable foundation support for buildings or ground engineering projects, demonstrating significant beneficial effects and practical application value.

[0036] It should be understood, in the several embodiments provided in this application, that the disclosed apparatus may be implemented in other ways.

[0037] The above embodiments are only used to illustrate the technical solutions of this utility model, and are not intended to limit the scope of protection of this utility model. Obviously, the described embodiments are only some embodiments of this utility model, not all embodiments. Based on these embodiments, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this utility model. Although this utility model has been described in detail with reference to the above embodiments, those skilled in the art can still combine, add, delete, or otherwise adjust the features of the various embodiments of this utility model according to the circumstances without conflict or creative effort, thereby obtaining different technical solutions that do not fundamentally depart from the concept of this utility model. These technical solutions are also within the scope of protection of this utility model.

Claims

1. A ground reinforcement pile for building foundations, characterised in that, The utility model provides a kind of fixed pile and sealing film, which comprises a fixed pile with an installation cavity, a through hole in the side of the fixed pile and communicating with the installation cavity, a clamping block slidingly installed in the through hole, a connecting block fixedly installed on the clamping block, the connecting block being in sliding contact with the inner wall of the installation cavity, a sealing film fixedly installed on the through hole, a pushing block slidingly installed in the fixed pile and extending into the installation cavity to contact the connecting block, for pushing the clamping block to extend out of the installation cavity, a pushing rod slidingly installed in the fixed pile and in contact with the pushing block, and an extension mechanism for driving the pushing rod to push the pushing block downward, the extension mechanism being arranged in the fixed pile. The extension mechanism comprises a positioning block, a screw rod, a communication groove and a rectangular groove, the positioning block being rotatably installed in the fixed pile, the screw rod being fixedly installed at the bottom of the positioning block, the screw rod being threadedly embedded in the pushing rod, the communication groove being formed in the fixed pile, and the rectangular groove being fixedly installed at the top of the positioning block and arranged in the communication groove. The pushing rod comprises a pressing block and a sliding rod, the pressing block being in contact with the pushing block, the sliding rod being threadedly connected with the screw rod, and the sliding rod being arranged in a rectangular shape. A limiting groove is formed in the fixed pile, one side of the pushing block is fixedly installed with a guide block, and the guide block is in sliding connection with the limiting groove. A receiving groove is formed in the outer wall of the fixed pile, a movable block is hingedly connected in the receiving groove, a protrusion is fixedly installed on the movable block, and the protrusion extends out of the receiving groove. A limiting block is fixedly installed on the movable block for limiting the rotation angle of the movable block. The protrusion and the limiting block are both arranged in an inverted hook shape, the protrusion is arranged above the limiting block, and the volume of the protrusion is greater than that of the limiting block. ​ ​ 2. The ground reinforcement pile according to claim 1, wherein ​ 3. A ground reinforcement pile for building foundations as claimed in claim 2, wherein, ​ 4. The soil-reinforcing pile according to claim 1, wherein ​ 5. The soil-reinforcing pile according to claim 1, wherein ​ 6. A ground reinforcement pile according to claim 5, wherein ​ 7. A ground reinforcement pile according to claim 6, wherein ​

Images