Precast pile for soft foundation treatment

By designing prefabricated mechanisms and exhaust mechanisms in prefabricated piles, the air inside the concrete is discharged using the exhaust holes on the support plate, the problem of air or bubbles during concrete pouring is solved, and the reinforcement effect and construction efficiency of concrete are improved.

CN222847337UActive Publication Date: 2025-05-09JIANGSU ZHONGHUI GEOTECHNICAL ENG CO LTD
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Patent Information

Application Number
CN202420916790.7
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-04-29
Publication Date
2025-05-09
Estimated Expiration
2034-04-29

AI Technical Summary

Technical Problem

Existing prefabricated piles are prone to air or bubbles when pouring concrete, which affects the reinforcement effect of concrete. The existing exhaust method requires manual knocking and labor-intensive.

Method used

A prefabricated pile for soft foundation treatment is designed, and the prefabricated mechanism and the exhaust mechanism cooperate with each other to discharge air inside the concrete through the exhaust holes on the support plate.

Benefits of technology

It effectively improves the reinforcement effect of concrete, reduces the time and labor of manual operation, and improves construction efficiency.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of constructional engineering, in particular to a precast pile for soft foundation treatment, which comprises a steel reinforcement framework, a precast mechanism is fixedly connected to the bottom end of the steel reinforcement framework and sleeved on the periphery of the outer wall of the steel reinforcement framework, and an exhaust mechanism is fixedly connected to the top end of the precast mechanism and positioned in an inner cavity of the steel reinforcement framework. The exhaust mechanism comprises a supporting column, the supporting column is fixedly connected to the top end of the base and located in an inner cavity of the steel reinforcement framework, and a plurality of supporting plates are fixedly connected to the periphery of the outer wall of the supporting column and penetrate through the supporting column to the interior of the supporting column. According to the utility model, the internal parts of the prefabricated mechanism are matched with each other, so that the concrete in the prefabricated pile cannot flow in the soft base layer, and the internal parts of the exhaust mechanism are matched with each other, so that the air in the concrete in the prefabricated pile is exhausted, and the concrete reinforcing effect can be improved.
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Description

Technical Field

[0001] The utility model relates to the technical field of construction engineering, in particular to a prefabricated pile used for soft foundation treatment. Background Art

[0002] Soft foundation is composed of highly compressible soil layers such as silt, silty soil, and backfill soil. Due to the low bearing capacity of the soft foundation, it is easy to deform severely under load. In order to prevent accidents such as sinking and cracking of the soft foundation after construction, causing instability of the building, it is generally necessary to treat the soft foundation. During the construction process, prefabricated piles are usually driven into the soft foundation to improve the consolidation and stability of the soft foundation.

[0003] Precast piles are piles of various materials and forms (such as wooden piles, concrete square piles, prestressed concrete pipe piles, steel piles, etc.) made in factories or construction sites. The piles are driven, pressed or vibrated into the soil using pile driving equipment. They are characterized by being able to withstand large loads, being strong and durable, having a fast construction speed, and having a greater impact on the surrounding environment.

[0004] However, when pouring concrete inside the existing precast piles after welding and fixing, there will be air or bubbles inside the concrete during pouring, which will affect the reinforcement effect of the concrete. Therefore, it is necessary to exhaust the concrete inside the precast piles. The existing exhaust method is generally for operators to knock on the outer wall of the precast pile to cause vibration inside it to achieve the discharge of the internal air. However, this method is time-consuming and labor-intensive. Therefore, it is necessary to propose a precast pile for soft foundation treatment to solve the above problem. Utility Model Content

[0005] The utility model aims to provide a precast pile for soft foundation treatment, which can improve the concrete reinforcement effect by exhausting the air in the concrete in the precast pile through the mutual cooperation between the internal parts of the exhaust mechanism, so as to solve the problem in the prior art that the outer wall of the concrete inside the precast pile needs to be manually knocked to exhaust the internal air.

[0006] In order to achieve the above-mentioned purpose, the utility model provides the following technical solution: a prefabricated pile for soft foundation treatment, comprising a steel frame, the bottom end of the steel frame is connected and fixed with a prefabricated mechanism, and is sleeved around the outer wall of the steel frame, and the top end of the prefabricated mechanism is connected and fixed with an exhaust mechanism, and is located in the inner cavity of the steel frame.

[0007] Preferably, the prefabricated structure includes a base, which is connected and fixed to the bottom end of the steel frame, the top end of the base is connected and fixed with a connecting ring, and is sleeved with the outer wall of the steel frame, the bottom end of the connecting ring is connected and fixed with a connecting ring, and passes through the interior of the base, and fixing rings are installed on both sides of the connecting ring, and are connected and fixed to the interior of the base.

[0008] Preferably, the exhaust mechanism includes a support column, which is connected and fixed to the top of the base and located in the inner cavity of the steel frame. A plurality of support plates are connected and fixed around the outer wall of the support column and penetrate through the support column to the interior of the support column. A connecting column is installed on the top of the support column and penetrates through the interior of the support column and is fixed to the support plate. The top and bottom ends of the plurality of support plates are respectively connected and fixed with support rings and are located in the interior of the support column. The top end of the support ring is connected and fixed with a limiting ring and is slidably connected to the interior of the support column. The top end of the connecting column is connected to a turning handle, and the bottom end of the turning handle is connected and fixed with an L-shaped block and penetrates through the interior of the connecting column.

[0009] Preferably, a mounting groove matching the steel bar skeleton is formed at the top of the base, and a fixing groove matching the connecting ring is formed at the top of the base and the connecting ring.

[0010] Preferably, the support column is connected and fixed to the top end of the base by welding, a limiting groove matching the limiting ring is provided inside the support column, and a sliding groove matching the supporting ring is provided inside the support column.

[0011] Preferably, a locking groove matching the L-shaped block is formed at the top of the connecting column, an L-shaped groove matching the L-shaped block is formed inside the connecting column, and a plurality of exhaust holes are formed on the surface of the supporting plate.

[0012] In the above technical solution, the technical effects and advantages provided by the utility model are:

[0013] The steel frame and the support column are first installed on the base, connected through the installation groove, and then manually welded to connect and fix the steel frame, the support column and the base, the connecting ring is sleeved with the outer wall of the steel frame, and slid to the top of the base, and the connecting ring and the internal fixing ring of the base are contacted and connected with each other, and then the connecting ring and the base are connected and fixed by welding, and a plurality of connecting rings are connected and welded to complete the protection of the steel frame, and then the fixed base is placed in the soft foundation pit, and concrete is poured between the connecting ring and the steel frame, so that the concrete inside the precast pile will not flow inside the soft base;

[0014] By bringing the turning handle and the connecting column into contact with each other, the L-shaped block is moved into the interior of the connecting column, and then the turning handle is turned, which drives the L-shaped block to rotate, so that the L-shaped block rotates to the locking groove inside the connecting column, completing the connection and locking of the turning handle and the connecting column, and pulling the turning handle, the turning handle drives the connecting column to move through the L-shaped block, and the movement of the connecting column drives the supporting ring on the supporting plate to move inside the supporting column, and the movement of the supporting ring drives the limit ring to move up and down on the supporting column, so that the supporting plate slides back and forth on the supporting column, and the back and forth sliding of the supporting plate stirs the poured concrete, and the air inside the concrete is slowly discharged through the exhaust holes on the supporting plate, thereby discharging the air in the concrete in the precast pile, and the concrete reinforcement effect can be improved. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings required for use in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments recorded in the present invention. For ordinary technicians in this field, other drawings can also be obtained based on these drawings.

[0016] Figure 1 It is a schematic diagram of the overall structure of the utility model;

[0017] Figure 2 It is a schematic diagram of the cross-sectional structure of the support column of the utility model;

[0018] Figure 3 It is a schematic diagram of the exploded structure of the base and the connecting ring of the utility model;

[0019] Figure 4 It is a schematic diagram of the structure explosion of the turning handle and the connecting column of the utility model;

[0020] Figure 5 For the utility model Figure 2 Enlarged structural diagram at A in the middle.

[0021] Description of reference numerals:

[0022] 1. Steel skeleton; 2. Prefabricated mechanism; 201. Base; 202. Connecting ring; 203. Connecting ring; 204. Fixing ring; 3. Exhaust mechanism; 301. Support column; 302. Support plate; 303. Support ring; 304. Limiting ring; 305. Connecting column; 306. L-shaped block; 307. Turning handle. DETAILED DESCRIPTION

[0023] In order to enable those skilled in the art to better understand the technical solution of the present invention, the present invention will be further described in detail below in conjunction with the accompanying drawings.

[0024] The utility model provides Figure 1-5A prefabricated pile for soft foundation treatment shown in the figure includes a steel frame 1, a prefabricated mechanism 2 is connected and fixed to the bottom end of the steel frame 1, and is sleeved around the outer wall of the steel frame 1, and an exhaust mechanism 3 is connected and fixed to the top end of the prefabricated mechanism 2 and is located in the inner cavity of the steel frame 1. Through the mutual cooperation between the internal parts of the prefabricated mechanism 2, the concrete inside the prefabricated pile will not flow inside the soft base layer, and through the mutual cooperation between the internal parts of the exhaust mechanism 3, the air in the concrete in the prefabricated pile can be discharged, thereby improving the concrete reinforcement effect.

[0025] Refer to the instruction manual Figure 1-5 The prefabricated mechanism 2 includes a base 201, which is connected and fixed to the bottom end of the steel frame 1. A connecting ring 202 is connected and fixed to the top of the base 201 and is sleeved with the outer wall of the steel frame 1. A connecting ring 203 is connected and fixed to the bottom end of the connecting ring 202 and penetrates into the interior of the base 201. Fixed rings 204 are installed on both sides of the connecting ring 203 and are connected and fixed to the interior of the base 201. Through the mutual cooperation between the internal parts of the prefabricated mechanism 2, the concrete inside the prefabricated pile will not flow inside the soft base.

[0026] Refer to the instruction manual Figure 1-5 The exhaust mechanism 3 includes a support column 301, which is connected and fixed to the top of the base 201 and is located in the inner cavity of the steel frame 1. A plurality of support plates 302 are connected and fixed around the outer wall of the support column 301 and penetrate the support column 301 to the inside of the support column 301. A connecting column 305 is installed on the top of the support column 301 and penetrates into the inside of the support column 301 and is sleeved and fixed with the support plate 302. The top and bottom ends of the plurality of support plates 302 are respectively connected and fixed with support rings 303 and are located in the inside of the support column 301. The top of the support ring 303 is connected and fixed with a limiting ring 304 and is slidably connected to the inside of the support column 301. The top of the connecting column 305 is connected with a turning handle 307, and the bottom end of the turning handle 307 is connected and fixed with an L-shaped block 306 and penetrates into the inside of the connecting column 305. Through the mutual cooperation between the internal parts of the exhaust mechanism 3, the air in the concrete in the precast pile is discharged, thereby improving the concrete reinforcement effect.

[0027] Refer to the instruction manual Figure 1-5 The top of the base 201 is provided with an installation groove that matches the steel frame 1, and the tops of the base 201 and the connecting ring 202 are provided with fixing grooves that match the connecting ring 203. The base 201 and the connecting ring 202 have matching fixing grooves at the tops of the connecting ring 203, which facilitates the connection and fixation of the base 201 and the connecting ring 202, and facilitates the connection and fixation between multiple connecting rings 202.

[0028] Refer to the instruction manual Figure 1-5The support column 301 is connected and fixed to the top of the base 201 by welding. A limiting groove matching the limiting ring 304 is opened inside the support column 301. A sliding groove matching the supporting ring 303 is opened inside the support column 301. Through the limiting groove inside the support column 301, the supporting ring 303 can drive the limiting ring 304 to move inside the support column 301.

[0029] Refer to the instruction manual Figure 1-5 A locking groove matching the L-shaped block 306 is provided at the top of the connecting column 305, an L-shaped groove matching the L-shaped block 306 is provided inside the connecting column 305, and a plurality of exhaust holes are provided on the surface of the supporting plate 302. The plurality of exhaust holes are provided on the surface of the supporting plate 302 to facilitate the up and down movement of the supporting plate 302 to discharge the concrete air inside the precast pile.

[0030] How this utility works:

[0031] Refer to the instruction manual Figure 1-5 , first install the steel skeleton 1 and the support column 301 on the base 201, connect them through the installation groove, and then manually weld to connect and fix the steel skeleton 1, the support column 301 and the base 201, and put the connecting ring 202 on the outer wall of the steel skeleton 1, and slide it above the base 201, and contact and connect with each other through the connecting ring 203 and the internal fixing ring 204 of the base 201, and then connect and fix the connecting ring 202 and the base 201 by welding, and after multiple connecting rings 202 are connected and fixed by welding, the protection of the steel skeleton 1 is completed, and then the fixed base 201 is placed in the soft foundation pit, and concrete is poured between the connecting ring 202 and the steel skeleton 1, so that the concrete inside the precast pile will not flow inside the soft base;

[0032] Refer to the instruction manual Figure 1-5 , bring the turning handle 307 and the connecting column 305 into contact with each other, move the L-shaped block 306 into the inside of the connecting column 305, and then turn the turning handle 307, the turning handle 307 drives the L-shaped block 306 to rotate, so that the L-shaped block 306 rotates to the locking groove inside the connecting column 305, and the connection and locking of the turning handle 307 and the connecting column 305 are completed, and the turning handle 307 is pulled, and the turning handle 307 drives the connecting column 305 to move through the L-shaped block 306, and the movement of the connecting column 305 drives the support ring 303 on the support plate 302 to move inside the support column 301, and the movement of the support ring 303 drives the limit ring 304 to move up and down on the support column 301, so that the support plate 302 slides back and forth on the support column 301, and the support plate 302 slides back and forth to stir the poured concrete, and the air inside the concrete is slowly discharged through the exhaust holes on the support plate 302, thereby discharging the air in the concrete of the precast pile, and the concrete reinforcement effect can be improved.

[0033] The above only describes some exemplary embodiments of the present invention by way of illustration. It is undoubted that those skilled in the art can modify the described embodiments in various ways without departing from the spirit and scope of the present invention. Therefore, the above drawings and descriptions are illustrative in nature and should not be construed as limiting the scope of protection of the claims of the present invention.

Claims

1. A prefabricated pile for soft foundation treatment, comprising a steel skeleton (1), characterized in that: The bottom end of the steel frame (1) is connected and fixed with a prefabricated mechanism (2), which is sleeved around the outer wall of the steel frame (1); the top end of the prefabricated mechanism (2) is connected and fixed with an exhaust mechanism (3), which is located in the inner cavity of the steel frame (1); The prefabricated structure (2) comprises a base (201), the base (201) is connected and fixed to the bottom end of the steel frame (1), the top end of the base (201) is connected and fixed with a connecting ring (202) and is sleeved with the outer wall of the steel frame (1), the bottom end of the connecting ring (202) is connected and fixed with a connecting ring (203) and penetrates into the interior of the base (201), and fixing rings (204) are installed on both sides of the connecting ring (203) and are connected and fixed to the interior of the base (201); The exhaust mechanism (3) comprises a support column (301), the support column (301) being connected and fixed to the top end of the base (201) and being located in the inner cavity of the steel frame (1), a plurality of support plates (302) being connected and fixed around the outer wall of the support column (301) and penetrating the support column (301) to the interior of the support column (301), and a connecting column (305) being installed at the top end of the support column (301) and penetrating the interior of the support column (301) and connecting the support plates (302). The top and bottom ends of the plurality of support plates (302) are respectively connected and fixed with support rings (303) and are located inside the support column (301); the top end of the support ring (303) is connected and fixed with a limit ring (304) and is slidably connected to the inside of the support column (301); the top end of the connecting column (305) is connected with a turning handle (307); the bottom end of the turning handle (307) is connected and fixed with an L-shaped block (306) and passes through the inside of the connecting column (305).

2. The prefabricated pile for soft foundation treatment according to claim 1, characterized in that: The top of the base (201) is provided with a mounting groove matching the steel bar skeleton (1), and the tops of the base (201) and the connecting ring (202) are provided with fixing grooves matching the connecting ring (203).

3. The prefabricated pile for soft foundation treatment according to claim 1, characterized in that: The support column (301) is connected and fixed to the top of the base (201) by welding, a limiting groove matching the limiting ring (304) is provided inside the support column (301), and a sliding groove matching the supporting ring (303) is provided inside the support column (301).

4. The prefabricated pile for soft foundation treatment according to claim 1, characterized in that: A locking groove matching the L-shaped block (306) is provided at the top of the connecting column (305), an L-shaped groove matching the L-shaped block (306) is provided inside the connecting column (305), and a plurality of exhaust holes are provided on the surface of the supporting plate (302).