Pile conveying device for hammering and sinking PHC tubular pile

By designing a PHC pipe pile feeding device including a positioning frame, displacement mechanism and limiting mechanism, the problem of difficult pile elevation and low pass rate of pile sinking during hammer construction is solved, and precise control and efficient hammering are achieved.

CN222847356UActive Publication Date: 2025-05-09NO 4 CONSTR ENG CO LTD OF GUANGXI CONSTR ENG GRP
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Patent Information

Application Number
CN202421853562.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-08-02
Publication Date
2025-05-09
Estimated Expiration
2034-08-02

AI Technical Summary

Technical Problem

During the hammer construction of PHC pipe piles, there are problems such as the pile top elevation is difficult to control, the one-time pass rate of sinking piles is low, and it is difficult for a single guide pile conveying device to flexibly adjust the spacing.

Method used

A pile feeding device including a positioning frame, a displacement mechanism and a limiting mechanism is designed. The displacement mechanism adjusts the position of the guide frame through side guide grooves and vertical cones to meet the needs of different pile foundation spacing. The limiting mechanism adjusts the height through the rubber disc body and the spring column to ensure the accurate docking and sinking of the pipe piles.

Benefits of technology

The precise control of the pile top elevation during the pipe pile sinking process is achieved, the first pass rate of pile sinking is improved, and the flexible design of the device improves the efficiency of pipe pile hammering.

✦ Generated by Eureka AI based on patent content.

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Patent Text Reader

Abstract

The utility model discloses a pile feeding device for hammering and sinking a PHC tubular pile, which relates to the technical field of pile foundation construction, and comprises a positioning frame, a displacement mechanism is arranged on the outer side of the positioning frame, and the displacement mechanism adjusts the position of a guide frame and further adjusts the pile sinking distance according to the distance between pile foundations. And a limiting mechanism is arranged over the displacement mechanism, the limiting height is adjusted and controlled by the limiting mechanism according to the size of the tubular pile and the pile cutting requirement, and butt joint and pile conveying treatment of multiple sets of tank piles are met. During pile cutting and butt joint, an operator can hold the rubber disc body so that the rubber disc body can rotate on the outer side of the external threaded column, the height of the rubber disc body can be flexibly adjusted according to the size of the pipe pile and the butt joint requirement, and by installing the spring column with the corresponding length, the pipe pile can be cut off. The spring columns arranged at the bottom ends of the arc-shaped supports are used for relieving the force generated by downward pressing.
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Description

Technical Field

[0001] The utility model relates to the technical field of pile foundation construction, in particular to a pile delivery device for sinking a PHC pipe pile with a hammer. Background Art

[0002] PHC pipe piles, that is, prestressed high-strength concrete pipe piles, the hammer pile driving method mainly utilizes the instantaneous impact mechanical energy of the pile hammer when it falls, to overcome the side wall friction resistance of the pile body and the resistance of the soil layer at the pile end, so that its static equilibrium state is destroyed, causing the pile body to sink and reach a new static pressure equilibrium state.

[0003] The PHC pipe pile hammering construction process also has problems such as the difficulty in controlling the pile top elevation and the low first-time qualified rate of pile sinking. In addition, due to the large deviation of the pile top elevation, it is often necessary to cut or connect the piles. During the use of a single guiding pile delivery device, it is difficult to flexibly adjust the spacing of the device according to the needs of pile foundation burial, which affects the efficiency of pipe pile hammering. Summary of the invention

[0004] The utility model aims to provide a pile delivery device for driving a PHC pipe pile by hammer, so as to solve the above-mentioned defects caused by the prior art.

[0005] A pile delivery device for hammering a PHC pipe pile comprises a positioning frame. A displacement mechanism is arranged on the outer side of the positioning frame. The displacement mechanism adjusts the position of the guide frame, and then adjusts the distance of the pile according to the spacing of the pile foundation. A limit mechanism is arranged directly above the displacement mechanism. The limit mechanism adjusts and controls the height of the limit according to the size of the pipe pile and the need for pile cutting, so as to meet the requirements of docking and pile delivery of multiple groups of tank piles.

[0006] Preferably, the displacement mechanism includes side guide grooves, vertical cones, a guide frame and positioning holes, the side guide grooves are symmetrically arranged on both sides of the positioning frame, the bottom end of the positioning frame is symmetrically provided with vertical cones, and positioning holes are opened through the outer sides of the positioning frame and the guide frame.

[0007] Preferably, the guide frame is connected to the arc-shaped bracket through an external thread column symmetrically arranged at the top.

[0008] Preferably, the limiting mechanism includes an externally threaded column, an arc-shaped bracket, a spring column, a rubber disc, a feed plate, a rubber ring gasket and an external groove, the externally threaded column is symmetrically arranged at the top of the guide frame, the outer side of the externally threaded column is connected to the rubber disc, the outer side of the rubber disc is provided with an external groove, the spring columns are symmetrically arranged directly above the rubber disc, the top of the spring columns are provided with two sides of the bottom end of the arc-shaped bracket, the feed plate is provided directly above the arc-shaped bracket, and the top of the feed plate is penetrated and connected with a rubber ring gasket.

[0009] Preferably, the rubber disc body is connected to the tail end of the spring column via an outer groove symmetrically provided on the surface.

[0010] Preferably, feeding through holes are formed through the outer sides of the feeding plate body and the guide frame.

[0011] Compared with the prior art, the utility model has the following advantages:

[0012] 1. When cutting and docking piles, the operator can hold the rubber disc and rotate it on the outside of the external threaded column. According to the size of the pipe pile and the docking requirements, the height of the rubber disc can be flexibly adjusted. By installing a spring column of corresponding length, the spring column set at the bottom of the arc bracket can be used to reduce the force of the downward pressure to avoid excessive pressure, which will cause damage to the docking point and the top of the pipe pile.

[0013] 2. After completing the vertical sinking of a group of pipe piles, the operator can push the guide frame to make it slide on the outside of the side guide groove, push the guide frame and the feeding plate laterally, and control the spacing of the next group of pipe piles according to the needs of pipe pile hammering to meet the accuracy of vertical hammering and control of the pipe piles on the same side. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 It is a schematic diagram of the overall three-dimensional structure of the utility model.

[0015] Figure 2 It is a schematic diagram of the top view structure of the positioning frame in the utility model.

[0016] Figure 3 It is a side view structural schematic diagram of the guide frame in the utility model.

[0017] Figure 4 It is a side view structural diagram of the positioning frame in the utility model.

[0018] Figure 5 It is a schematic diagram of the top view structure of the feeding plate body in the utility model.

[0019] in:

[0020] 1. Positioning frame; 2. Side guide groove; 3. Vertical cone; 4. Guide frame; 5. Displacement mechanism; 6. External thread column; 7. Limiting mechanism; 8. Arc bracket; 9. Spring column; 10. Rubber disc; 11. Feeding plate; 12. Positioning hole; 13. Rubber ring gasket; 14. Feeding through hole; 15. External groove. DETAILED DESCRIPTION

[0021] In order to make the technical means, creative features, objectives and effects achieved by the present invention easy to understand, the present invention is further described below in conjunction with specific implementation methods.

[0022] like Figures 1 to 5 As shown, a pile delivery device for hammer-driven pile driving of PHC pipe piles comprises a positioning frame 1. A displacement mechanism 5 is arranged on the outer side of the positioning frame 1. The displacement mechanism 5 adjusts the position of the guide frame 4, and then adjusts the distance of the pile driving according to the spacing of the pile foundation. A limiting mechanism 7 is arranged directly above the displacement mechanism 5. The limiting mechanism 7 adjusts and controls the height of the limit according to the size of the pipe pile and the demand for pile cutting, so as to meet the requirements of docking and pile delivery of multiple groups of tank piles.

[0023] In this embodiment, the displacement mechanism 5 includes a side guide groove 2, a vertical cone 3, a guide frame 4 and a positioning hole 12. The side guide groove 2 is symmetrically arranged on both sides of the positioning frame 1. The bottom end of the positioning frame 1 is symmetrically provided with a vertical cone 3. The outer sides of the positioning frame 1 and the guide frame 4 are penetrated by a positioning hole 12. The bottom end of the guide frame 4 is positioned by the vertical cone 3 to prevent the guide frame 4 from tilting.

[0024] In this embodiment, the guide frame 4 is connected to the arc-shaped bracket 8 through the external threaded column 6 symmetrically arranged at the top, and the arc-shaped bracket 8 is vertically guided by the external threaded column 6 to prevent the arc-shaped bracket 8 from tilting.

[0025] In this embodiment, the limiting mechanism 7 includes an external threaded column 6, an arc-shaped bracket 8, a spring column 9, a rubber disc 10, a feeding plate 11, a rubber ring gasket 13 and an outer groove 15. The external threaded column 6 is symmetrically arranged at the top of the guide frame 4. The outer side of the external threaded column 6 is connected to the rubber disc 10. The outer side of the rubber disc 10 is provided with an outer groove 15. The spring column 9 is symmetrically arranged directly above the rubber disc 10. The top of the spring column 9 is provided with both sides of the bottom end of the arc-shaped bracket 8. The feeding plate 11 is arranged directly above the arc-shaped bracket 8. The top of the feeding plate 11 is connected with a rubber ring gasket 13, and the outer side of the pipe pile is wrapped by the rubber ring gasket 13, thereby increasing the friction of the pipe pile.

[0026] In this embodiment, the rubber disc 10 is connected to the tail end of the spring column 9 through an outer groove 15 symmetrically opened on the surface. The bottom end of the spring column 9 is positioned by the outer groove 15 to avoid displacement of the tail end of the spring column 9 when pressed down.

[0027] In this embodiment, the outer sides of the feed plate 11 and the guide frame 4 are penetrated with feed holes 14, the outer sides of the pipe piles are positioned and guided by the feed plate 11 and the guide frame 4, and the friction of the pipe piles is increased by the rubber ring pad 13.

[0028] The practical application of this PHC pile hammer pile driving device includes the following work contents:

[0029] Step 1: The operator first places the positioning frame 1 directly on the construction land, and presses it into the land through the vertical cone 3 set at the bottom of the positioning frame 1. Through the vertical cone 3, the operator can pull the guide frame 4 to slide the guide frame 4 on the outside of the side guide groove 2 to adjust the position of the pile foundation, and insert the bolts into the inside of the positioning hole 12, and lock the connection between the guide frame 4 and the positioning frame 1 through the bolts;

[0030] Step 2: The operator installs the rubber ring gasket 13 inside the feeding through hole 14 according to the diameter of the pipe pile, and uses bolts to lock the rubber ring gasket 13 and the feeding plate body 11. The operator inserts the pipe pile into the feeding plate body 11 and the guide frame 4 in turn, and positions and guides the pipe pile through the feeding through hole 14 opened on the outside of the feeding plate body 11 and the guide frame 4. It is necessary to hit the top of the pipe pile so that the pipe pile is buried in the ground;

[0031] Step 3: When the pipe pile is vertically pressed, the feeding plate 11 lifts the bottom end of the arc bracket 8 through the spring column 9 arranged below as the pipe pile is pressed down, and decompresses the bottom end of the arc bracket 8 through the spring column 9 arranged through the penetrating spring column 9. At the same time, the rubber disc 10 is used to lift and position the bottom ends of the two groups of spring columns 9 to prevent the spring columns 9 from deflecting or tilting during the pressing process;

[0032] Step 4: During use, the rubber disc 10 can be held and rotated on the outside of the external threaded column 6 to adjust the height of the arc bracket 8, thereby facilitating the adjustment of the docking position of the pipe pile, and the connection of the pipe pile can be positioned through the clamp, and the downward pressure reduction force can be controlled according to the height of the feeding plate 11 and the spring column 9 of the corresponding diameter and length to avoid reducing the hammering force.

[0033] Therefore, the embodiments disclosed above are only illustrative in all aspects and are not exclusive. All changes within the scope of the present invention or within the scope equivalent to the present invention are included in the present invention.

Claims

1. A pile delivery device for a PHC pile hammer sinking pile, characterized by: The invention comprises a positioning frame (1), wherein a displacement mechanism (5) is arranged outside the positioning frame (1), wherein the displacement mechanism (5) adjusts the position of the guide frame (4), thereby adjusting the distance of the pile sinking according to the spacing of the pile foundation, and a limiting mechanism (7) is arranged directly above the displacement mechanism (5), wherein the limiting mechanism (7) adjusts and controls the limiting height according to the size of the pipe pile and the requirement of pile cutting, thereby meeting the requirements of docking and pile delivery of multiple groups of tank piles.

2. A pile delivery device for PHC pile hammer sinking according to claim 1, characterized in that: The displacement mechanism (5) comprises a side guide groove (2), a vertical cone (3), a guide frame (4) and a positioning hole (12); the side guide groove (2) is symmetrically arranged on both sides of the positioning frame (1); the bottom end of the positioning frame (1) is symmetrically provided with a vertical cone (3); and the outer sides of the positioning frame (1) and the guide frame (4) are penetrated by a positioning hole (12).

3. A pile delivery device for PHC pile hammer sinking according to claim 2, characterized in that: The guide frame (4) is connected to the arc-shaped bracket (8) through an external thread column (6) symmetrically arranged at the top.

4. A pile delivery device for PHC pile hammer sinking according to claim 1, characterized in that: The limiting mechanism (7) comprises an external thread column (6), an arc bracket (8), a spring column (9), a rubber disc (10), a feeding plate (11), a rubber ring gasket (13) and an external groove (15); the external thread column (6) is symmetrically arranged at the top end of the guide frame (4); the outer side of the external thread column (6) is connected to the rubber disc (10); the outer side of the rubber disc (10) is provided with an external groove (15); the spring column (9) is symmetrically arranged directly above the rubber disc (10); the top end of the spring column (9) is provided with two sides of the bottom end of the arc bracket (8); the feeding plate (11) is arranged directly above the arc bracket (8); the top end of the feeding plate (11) is penetrated and connected with the rubber ring gasket (13).

5. A pile delivery device for PHC pile hammer sinking according to claim 4, characterized in that: The rubber disc body (10) is connected to the rear end of the spring column (9) via an outer groove (15) symmetrically provided on the surface.

6. A pile delivery device for driving a PHC pile by hammer according to claim 4, characterized in that: The outer sides of the feeding plate body (11) and the guide frame (4) are both penetrated by feeding through holes (14).