A pipe pile non-soil squeezing construction device

Abstract

The present invention relates to the technical field of pipe pile construction, and in particular to a non-soil squeezing construction device for pipe piles. The present invention comprises a base, a gantry is fixed on the top of the base, pipe piles are assembled on the inner side of the gantry, a moving mechanism is assembled on the inner side of the gantry, the moving mechanism is used to move the pipe piles vertically, a fixing mechanism is assembled on the inner side of the moving mechanism, the fixing mechanism is used to fix the pipe piles, the moving mechanism comprises a first motor, a side groove, a screw and a bearing plate, and a first motor is fixed on one end of the top of the gantry. The present invention enables the device to basically eliminate the soil squeezing effect of precast pile construction through the structural design of the moving mechanism, the fixing mechanism and the drilling mechanism, widely improves the scope of use and construction difficulty of precast piles, speeds up work efficiency, and enhances the safety of the device. Moreover, through the structural design of the boosting mechanism, the device can appropriately boost pressure and sink when the pile foundation is difficult to sink, so as to speed up the construction progress.

Description

Technical Field

[0001] The invention relates to the technical field of pipe pile construction, in particular to a pipe pile non-soil squeezing construction device. Background Art

[0002] As a type of engineering pile foundation, prefabricated pipe piles are widely used in engineering due to their advantages such as good overall pile quality and fast construction speed.

[0003] The currently disclosed hammer-driven pipe sinking, vibration-driven pipe sinking and static pressure-driven pipe sinking all belong to the category of soil-squeezing cast-in-place piles. During the pipe pile construction process, prefabricated concrete or steel structure pile tips are installed at the pile head, and are mainly driven into the soil by hammering, driving and static pressure. The original soil at the pile position is squeezed as a whole toward the surrounding soil, inducing a large surrounding soil squeezing effect, which endangers the safety performance of underground structures within the affected range. For this reason, we propose a non-soil squeezing construction device for pipe piles. Summary of the Invention

[0004] The object of the present invention is to provide a pipe pile non-soil squeezing construction device to solve the problems raised in the above background technology.

[0005] In order to solve the above technical problems, the present invention adopts the following technical solutions:

[0006] A pipe pile non-soil squeezing construction device includes a base, a gantry is fixed on the top of the base, pipe piles are assembled on the inner side of the gantry, a moving mechanism is assembled on the inner side of the gantry, the moving mechanism is used to move the pipe piles vertically, and a fixing mechanism is assembled on the inner side of the moving mechanism, the fixing mechanism is used to fix the pipe piles.

[0007] Preferably, the moving mechanism includes a first motor, a side groove, a screw rod and a supporting plate. The first motor is fixed to one end of the top of the gantry, and side grooves are opened at both ends of the inner side of the gantry. The output end of the first motor passes through one of the side grooves and is fixed with a screw rod. The top and bottom of the screw rod are rotatably connected to one of the side grooves through bearings. The outer side of the screw rod is threadedly connected to the supporting plate, the supporting plate is assembled and connected to the pipe pile, and the supporting plate is slidably connected to the side groove.

[0008] Preferably, the moving mechanism further comprises a sliding rod, wherein a sliding rod is fixed to the top and bottom of the inner side of one of the side grooves, and the sliding rod is slidably connected to the supporting plate.

[0009] Preferably, the fixing mechanism includes a power assembly and a transmission assembly. The bottom of the supporting plate is equipped with the power assembly, the power assembly is used to provide a power source for the fixing mechanism, and the transmission assembly is used to clamp the pipe pile.

[0010] The top of the lifting block is connected with the support column of the lifting block through the guide rail, and the bottom of the lifting block is connected with the support column of the lifting block through the guide rail.

[0011] Preferably, the transmission assembly includes a clamp and an L-shaped rod. Two clamps are sleeved on the outer side of the pipe pile. The clamps are tightly fitted to the outer side of the pipe pile. The inner sides of the clamps are provided with anti-slip grooves. The two clamps are fixed by screws, and an L-shaped rod is fixed on one side of the clamp.

[0012] Preferably, a drilling mechanism is installed between the pipe pile and the bearing plate, and the drilling mechanism is used to assist the pipe pile in drilling into the ground.

[0013] Preferably, the drilling mechanism includes a second motor, a rectangular groove, a partition plate, a load-bearing steel plate, a support ring, blades, a guide hole and a mud pipe, a rectangular groove is provided on the top of the support plate, a second motor is assembled on the inner side of the rectangular groove, the output end of the second motor is fixed to the drill rod, a partition plate is fixed on the inner side of the pipe pile, the inner side of the partition plate is slidably connected to the drill rod, a load-bearing steel plate is fixed to the bottom of the pipe pile, a plurality of blades are evenly fixed on the bottom of the drill rod through the load-bearing steel plate, a support ring is fixed on the bottom of the load-bearing steel plate, the support ring is slidably connected to the drill rod, a plurality of guide holes are evenly provided on the inner side of the load-bearing steel plate and at a position deviated from the drill rod, a mud pipe is fixed on the inner side of the partition plate, one end of the mud pipe is located between the partition plate and the load-bearing steel plate, the other end of the mud pipe is connected to a mud pump, and the input end of the mud pump is fixed to the mud pipe.

[0014] Preferably, a boosting mechanism is installed between the bearing plate and the second motor, and the boosting mechanism is used to adjust the relative displacement between the drill rod and the pipe pile.

[0015] Preferably, the boosting mechanism includes a protective shell, a second hydraulic cylinder, a top plate and a pressure rod. The protective shell is fixed to the outside of the second motor. The output end of the second motor passes through the protective shell and is fixed to the drill rod. The protective shell is slidably connected to the rectangular groove. A plurality of second hydraulic cylinders are evenly fixed on the top of the supporting plate and at a position deviating from the rectangular groove. A top plate is fixed to the output ends of the plurality of second hydraulic cylinders. A pressure rod is fixed to the bottom of the top plate, and the pressure rod is fixed to the protective shell.

[0016] It can be seen without a doubt that the above-mentioned technical solution of this application can definitely solve the technical problem to be solved by this application.

[0017] At the same time, through the above technical solutions, the present invention has at least the following beneficial effects:

[0018] 1. The present invention, through the structural design of the moving mechanism, the fixing mechanism and the drilling mechanism, enables the device to basically eliminate the soil squeezing effect of precast pile construction, widely improve the scope of use and construction difficulty of precast piles, speed up work efficiency and enhance the safety of the device.

[0019] 2. The structural design of the pressure-boosting mechanism of the present invention enables the device to appropriately increase pressure and sink the pile foundation when it is difficult to sink, thereby accelerating the construction progress. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the following briefly introduces the drawings required for use in the description of the embodiments. Obviously, the drawings described below are some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying any creative work.

[0021] Figure 1 It is a structural schematic diagram of the present invention;

[0022] Figure 2 It is a schematic diagram of the cross-section structure of the gantry of the present invention;

[0023] Figure 3 This is a schematic diagram of the connection structure between the protective housing and the second motor of the present invention;

[0024] Figure 4 This is a schematic diagram of the connection structure between the L-shaped rod and the hoop of the present invention;

[0025] Figure 5 It is a schematic diagram of the cross-section structure of the cylindrical cavity of the present invention;

[0026] Figure 6 This is a schematic diagram of the connection structure between the bearing column and the square plate of the present invention;

[0027] Figure 7 It is a schematic diagram of the cross-section structure of the pipe pile of the present invention.

[0028] In the accompanying drawings, the components represented by the reference numerals are as follows:

[0029] In the figure: 1. base; 2. gantry; 3. pipe pile; 4. first motor; 5. side groove; 6. screw; 7. load-bearing plate; 8. slide rod; 9. protective shell; 10. second motor; 11. drill rod; 12. rectangular groove; 13. cylindrical cavity; 14. load-bearing column; 15. square plate; 16. bent rod; 17. moving rod; 18. limit groove; 19. arc plate; 20. first vertical plate; 21. first hydraulic cylinder; 22. second vertical plate; 23. clamp; 24. L-shaped rod; 25. partition plate; 26. load-bearing steel plate; 27. support ring; 28. blade; 29. diversion hole; 30. mud pipe; 31. second hydraulic cylinder; 32. top plate; 33. pressure rod. DETAILED DESCRIPTION

[0030] In order to make the purpose, technical solutions and advantages of the present invention more clearly understood, the present invention will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention and are not intended to limit the present invention.

[0031] Example 1

[0032] Reference Figure 1-7 A pipe pile non-soil squeezing construction device includes a base 1, a gantry 2 is fixed on the top of the base 1, a pipe pile 3 is assembled on the inner side of the gantry 2, a moving mechanism is assembled on the inner side of the gantry 2, the moving mechanism is used to vertically move the pipe pile 3, and a fixing mechanism is assembled on the inner side of the moving mechanism, the fixing mechanism is used to fix the pipe pile 3;

[0033] The moving mechanism includes a first motor 4, a side groove 5, a screw rod 6 and a bearing plate 7. The first motor 4 is fixed to one end of the top of the gantry 2, and side grooves 5 are provided at both ends of the inner side of the gantry 2. The output end of the first motor 4 passes through one of the side grooves 5 to fix a screw rod 6. The top and bottom of the screw rod 6 are rotatably connected to one of the side grooves 5 through bearings. The outer side of the screw rod 6 is threadedly connected to the bearing plate 7. The bearing plate 7 is assembled and connected to the pipe pile 3, and the bearing plate 7 is slidably connected to the side groove 5. When the first motor 4 is started, the output end of the first motor 4 drives the screw rod 6 to rotate. Because the bearing plate 7 is threadedly connected to the screw rod 6 and the bearing plate 7 is slidably connected to the side groove 5, the bearing plate 7 can be moved vertically.

[0034] The moving mechanism also includes a slide bar 8, wherein a slide bar 8 is fixed to the top and bottom of the inner side of one of the side grooves 5, and the slide bar 8 is slidably connected to the carrier plate 7. The setting of the slide bar 8 can provide support and limit the carrier plate 7;

[0035] The fixing mechanism includes a power assembly and a transmission assembly. The power assembly is assembled at the bottom of the bearing plate 7. The power assembly is used to provide a power source for the fixing mechanism. The transmission assembly is used to clamp the pipe pile 3. Through the vertical movement of the bearing plate 7, it is easy to drive the pipe pile 3 to move vertically, thereby assisting the pipe pile 3 to be drilled into the ground.

[0036] The power assembly includes a cylindrical cavity 13, a bearing column 14, a square plate 15, a bent rod 16, a moving rod 17, a limiting groove 18, an arc plate 19, a first vertical plate 20, a first hydraulic cylinder 21 and a second vertical plate 22. The cylindrical cavity 13 is fixed at both ends of the bottom of the bearing plate 7. The bottom of the inner side of the cylindrical cavity 13 is rotatably connected to the bearing column 14 through a bearing. The top of the bearing column 14 is fixed with a square plate 15. The four end corners of the top of the square plate 15 are rotatably connected to the bent rod 16 through a pin. One end of the bent rod 16 is rotatably connected to the moving rod 17 through a pin. The bottom of the inner side of the cylindrical cavity 13 is evenly distributed with a plurality of limiting grooves 18 corresponding to the position of the moving rod 17. The limiting grooves 18 are slidably connected to the moving rod 17. The bottom of the moving rod 17 is fixed. There is a curved plate 19, a first vertical plate 20 is fixed to the top of one of the moving rods 17, a first hydraulic cylinder 21 is fixed to one side of the first vertical plate 20, the output end of the first hydraulic cylinder 21 is fixed to the second vertical plate 22, the second vertical plate 22 is fixed to another of the moving rods 17, the first vertical plate 20 and the second vertical plate 22 are symmetrically arranged, when the construction is completed, the first hydraulic cylinder 21 is started, the output end of the first hydraulic cylinder 21 pushes the second vertical plate 22, so that the second vertical plate 22 drives one of the moving rods 17 to move, so that the four moving rods 17 can move in the direction away from each other along the inner side of the limiting groove 18, thereby causing the four curved plates 19 to move in the direction away from each other until the curved plate 19 is separated from the L-shaped rod 24;

[0037] The transmission assembly includes a clamp 23 and an L-shaped rod 24. Two clamps 23 are sleeved on the outside of the pipe pile 3. The clamps 23 are tightly fitted to the outside of the pipe pile 3. The inner sides of the clamps 23 are provided with anti-slip grooves. The two clamps 23 are fixed by screws. An L-shaped rod 24 is fixed on one side of the clamp 23. The setting of the clamp 23 facilitates the fixation of the L-shaped rod 24 and the pipe pile 3 to form a whole.

[0038] Example 2

[0039] Further optimize Example 1, specifically, Figure 1 and Figure 7 As shown,

[0040] A drilling mechanism is installed between the pipe pile 3 and the bearing plate 7, and the drilling mechanism is used to assist the pipe pile 3 in drilling into the ground;

[0041] The drilling mechanism includes a second motor 10, a rectangular groove 12, a partition plate 25, a load-bearing steel plate 26, a support ring 27, a blade 28, a diversion hole 29 and a mud pipe 30. A rectangular groove 12 is provided on the top of the bearing plate 7. The second motor 10 is assembled on the inner side of the rectangular groove 12. The output end of the second motor 10 is fixed to the drill rod 11. A partition plate 25 is fixed to the inner side of the pipe pile 3. The inner side of the partition plate 25 is slidably connected to the drill rod 11. A load-bearing steel plate 26 is fixed to the bottom of the pipe pile 3. A plurality of blades are evenly distributed and fixed on the bottom of the drill rod 11 through the load-bearing steel plate 26. 28. A support ring 27 is fixed to the bottom of the load-bearing steel plate 26, and the support ring 27 is slidably connected to the drill rod 11. A plurality of diversion holes 29 are evenly distributed on the inner side of the load-bearing steel plate 26 and at a position deviated from the drill rod 11. A mud pipe 30 is fixed to the inner side of the partition plate 25. One end of the mud pipe 30 is located between the partition plate 25 and the load-bearing steel plate 26. The other end of the mud pipe 30 is connected to a mud pump. The input end of the mud pump is fixed to the mud pipe 30. The diversion holes 29 serve as a channel for the mud at the bottom of the pipe pile 3 to enter the mud bin, which facilitates the rapid sinking of the auxiliary pipe pile 3.

[0042] Example 3

[0043] Further optimize Example 1, specifically, Figure 2 and Figure 3 As shown, a booster mechanism is installed between the bearing plate 7 and the second motor 10, and the booster mechanism is used to adjust the relative displacement between the drill rod 11 and the pipe pile 3;

[0044] The boosting mechanism includes a protective shell 9, a second hydraulic cylinder 31, a top plate 32 and a pressure rod 33. The protective shell 9 is fixed to the outside of the second motor 10. The output end of the second motor 10 passes through the protective shell 9 and is fixed to the drill rod 11. The protective shell 9 is slidably connected to the rectangular groove 12. A plurality of second hydraulic cylinders 31 are evenly fixed on the top of the load-bearing plate 7 and deviate from the rectangular groove 12. A top plate 32 is fixed to the output end of the plurality of second hydraulic cylinders 31. A pressure rod 33 is fixed to the bottom of the top plate 32. The pressure rod 33 is fixed to the protective shell 9. When the pipe pile 3 has difficulty sinking, the second hydraulic cylinder 31 is started, and the output end of the second hydraulic cylinder 31 pulls the top plate 32 to move downward, thereby causing the second hydraulic cylinder 31 to drive the protective shell 9 to move downward along the inner side of the rectangular groove 12, so that the drill rod 11 extends into the ground, and the drill rod 11 is appropriately pressurized to assist the pipe pile 3 in sinking.

[0045] From the above, we can know that:

[0046] The present invention addresses the following technical issues: The currently disclosed hammer-driven pipe sinking, vibration-driven pipe sinking, and static pressure-driven pipe sinking all fall within the category of soil-squeezing cast-in-place piles. During the construction of the pipe piles, a prefabricated concrete or steel structure pile tip is installed at the pile head, and the piles are driven into the soil primarily by hammering, driving, and static pressure. The original soil at the pile site is squeezed toward the surrounding soil, inducing a significant surrounding soil squeezing effect, which endangers the safety performance of underground structures within the affected area. The present invention adopts the technical solutions of the above-mentioned embodiments. Furthermore, the implementation process of the above-mentioned technical solutions is as follows:

[0047] The electrical components in this device are all existing technologies, and their models are only one of them. As long as the electrical components can achieve the purpose of this device, they can be used. All electrical components in the device are connected to their adapted power supplies through wires, and appropriate controllers should be selected according to actual conditions to meet control requirements. The specific connection and control sequence should refer to the following working principle, and the electrical connection between the electrical components is completed in the order of working. The detailed connection means are well known in the art. The following mainly introduces the working principle and process, and no further explanation of electrical control is given.

[0048] Move the device to the designated area, then electrically connect the device to the external power supply, then fix the clamp 23 on the outside of the pipe pile 3, fix the two clamps 23 with screws, then start the first hydraulic cylinder 21, the output end of the first hydraulic cylinder 21 pulls the second vertical plate 22, so that the second vertical plate 22 drives one of the moving rods 17 to move, because the moving rod 17 is rotatably connected to the bent rod 16, the bent rod 16 is rotatably connected to the square plate 15, and the square plate 15 is fixed to the bearing column 14, and the bearing column 14 is rotatably connected to the cylindrical cavity 13, so that the four moving rods 17 can be moved along the inner side of the limiting groove 18 in the direction of approaching each other, and then the four curved plates 19 are moved in the direction of approaching each other, until the curved plate 19 clamps and fixes the L-shaped rod 24, and the pipe pile 3 can be fixed;

[0049] Then, the first motor 4 and the second motor 10 are started. The output end of the first motor 4 drives the screw 6 to rotate, causing the bearing plate 7 to move downward along the inner side of the side groove 5. At the same time, the output end of the second motor 10 drives the drill rod 11 to rotate, causing the blades 28 to rotate to drill the ground. Water is added during drilling, causing the blades 28 to stir the loosened soil and mix it with the water to form mud. The mud sinks due to the gravity of the pipe pile 3 and enters the mud bin formed between the partition plate 25 and the load-bearing steel plate 26 through the diversion hole 29.

[0050] Then the mud pump is started, and the input end of the mud pump sucks the mud in the mud bin out of the interior of the pipe pile 3 through the mud pipe 30, thereby reducing the bottom reaction force and facilitating smooth sinking.

[0051] Through the above configuration, this application can certainly solve the above technical problems and achieve the following technical effects:

[0052] 1. The present invention, through the structural design of the moving mechanism, the fixing mechanism and the drilling mechanism, enables the device to basically eliminate the soil squeezing effect of precast pile construction, widely improve the scope of use and construction difficulty of precast piles, speed up work efficiency and enhance the safety of the device.

[0053] 2. The structural design of the pressure-boosting mechanism of the present invention enables the device to appropriately increase pressure and sink the pile foundation when it is difficult to sink, thereby accelerating the construction progress.

[0054] In the present invention, unless otherwise specified or limited, the terms "installed," "connected," "connect," "fixed," etc. should be understood in a broad sense. For example, they can refer to fixed connection, detachable connection, or integration; mechanical connection, electrical connection, or communication; direct connection or indirect connection through an intermediate medium; internal communication between two elements or interaction between two elements, unless otherwise specified. Those skilled in the art will understand the specific meanings of the above terms in the present invention based on specific circumstances.

[0055] Obviously, the embodiments described above are only some embodiments of the present invention, rather than all embodiments. The preferred embodiments of the present invention are given in the accompanying drawings, but they do not limit the patent scope of the present invention. The present invention can be implemented in many different forms. On the contrary, the purpose of providing these embodiments is to make the understanding of the disclosure of the present invention more thorough and comprehensive. Although the present invention has been described in detail with reference to the aforementioned embodiments, for those skilled in the art, it is still possible to modify the technical solutions described in the aforementioned specific embodiments, or to make equivalent replacements for some of the technical features therein. Any equivalent structure made using the contents of the present invention specification and drawings, directly or indirectly used in other related technical fields, is also within the scope of patent protection of the present invention.

Claims

1. A pipe pile non-soil squeezing construction device, characterized in that: The invention comprises a base (1), a gantry (2) is fixed on the top of the base (1), a pipe pile (3) is installed on the inner side of the gantry (2), a moving mechanism is installed on the inner side of the gantry (2), the moving mechanism is used to move the pipe pile (3) vertically, a fixing mechanism is installed on the inner side of the moving mechanism, the fixing mechanism is used to fix the pipe pile (3), the moving mechanism comprises a first motor (4), a side groove (5), a screw rod (6) and a bearing plate (7), one end of the top of the gantry (2) is fixed with the first motor (4), both ends of the inner side of the gantry (2) are provided with side grooves (5), the output end of the first motor (4) passes through one of the side grooves (5) and is fixed with a screw rod (6), the screw rod (6) The top and the bottom are both rotatably connected to one of the side grooves (5) through bearings, the outer side of the screw rod (6) is threadedly connected to a bearing plate (7), the bearing plate (7) is assembled and connected to the pipe pile (3), and the bearing plate (7) is slidably connected to the side groove (5), the fixing mechanism includes a power component and a transmission component, the bottom of the bearing plate (7) is equipped with a power component, the power component is used to provide a power source for the fixing mechanism, and the transmission component is used to clamp the pipe pile (3), the power component includes a cylindrical cavity (13), a bearing column (14), a square plate (15), a bent rod (16), a moving rod (17), a limit groove (18), an arc plate (19), a first vertical plate (20), a first hydraulic cylinder (21) and a second vertical plate (2 2), cylindrical cavities (13) are fixed at both ends of the bottom of the bearing plate (7), the bottom of the inner side of the cylindrical cavity (13) is rotatably connected to a bearing column (14) through a bearing, a square plate (15) is fixed on the top of the bearing column (14), the four end corners of the top of the square plate (15) are rotatably connected to a bent rod (16) through a pin, one end of the bent rod (16) is rotatably connected to a moving rod (17) through a pin, a plurality of limiting grooves (18) corresponding to the position of the moving rod (17) are uniformly distributed on the bottom of the inner side of the cylindrical cavity (13), the limiting grooves (18) are slidably connected to the moving rod (17), and an arc plate (19) is fixed on the bottom of the moving rod (17), one of which is a curved plate (19) ) is fixed with a first vertical plate (20) on the top, a first hydraulic cylinder (21) is fixed on one side of the first vertical plate (20), a second vertical plate (22) is fixed to the output end of the first hydraulic cylinder (21), the second vertical plate (22) is fixed to another moving rod (17), the first vertical plate (20) and the second vertical plate (22) are symmetrically arranged, the transmission assembly includes a clamp (23) and an L-shaped rod (24), the outer side of the pipe pile (3) is sleeved with two clamps (23), the clamps (23) are tightly fitted with the outer side of the pipe pile (3), the inner side of the clamps (23) is provided with anti-slip grooves, the two clamps (23) are fixed by screws, and one side of the clamp (23) is fixed with an L-shaped rod (24),The arc-shaped plate (19) clamps and fixes the L-shaped rod (24).

2. A pipe pile non-soil squeezing construction device according to claim 1, characterized in that: The moving mechanism further comprises a slide bar (8), wherein a slide bar (8) is fixed to the top and bottom of the inner side of one of the side grooves (5), and the slide bar (8) is slidably connected to the supporting plate (7).

3. A pipe pile non-soil squeezing construction device according to claim 1, characterized in that: A drilling mechanism is installed between the pipe pile (3) and the bearing plate (7), and the drilling mechanism is used to assist the pipe pile (3) in drilling into the ground.

4. A pipe pile non-soil squeezing construction device according to claim 3, characterized in that: The drilling mechanism comprises a second motor (10), a rectangular groove (12), a partition plate (25), a load-bearing steel plate (26), a support ring (27), a blade (28), a guide hole (29) and a mud pipe (30). The top of the bearing plate (7) is provided with a rectangular groove (12). The inner side of the rectangular groove (12) is equipped with a second motor (10). The output end of the second motor (10) is fixed to the drill rod (11). The inner side of the pipe pile (3) is fixed with a partition plate (25). The inner side of the partition plate (25) is slidably connected to the drill rod (11). The bottom of the pipe pile (3) is fixed with a load-bearing steel plate (26). The drill rod A plurality of blades (28) are evenly distributed and fixed on the bottom of the (11) through the load-bearing steel plate (26), a support ring (27) is fixed on the bottom of the load-bearing steel plate (26), and the support ring (27) is slidably connected to the drill rod (11), and a plurality of guide holes (29) are evenly distributed on the inner side of the load-bearing steel plate (26) and at a position deviated from the drill rod (11), a mud pipe (30) is fixed on the inner side of the partition plate (25), one end of the mud pipe (30) is located between the partition plate (25) and the load-bearing steel plate (26), and the other end of the mud pipe (30) is connected to a mud pump, and the input end of the mud pump is fixed to the mud pipe (30).

5. A pipe pile non-soil squeezing construction device according to claim 4, characterized in that: A boosting mechanism is installed between the bearing plate (7) and the second motor (10), and the boosting mechanism is used to adjust the relative displacement between the drill rod (11) and the pipe pile (3).

6. The pipe pile non-soil squeezing construction device according to claim 5, characterized in that: The boosting mechanism comprises a protective shell (9), a second hydraulic cylinder (31), a top plate (32) and a pressure rod (33); the protective shell (9) is fixed to the outside of the second motor (10); the output end of the second motor (10) passes through the protective shell (9) and is fixed to the drill rod (11); the protective shell (9) is slidably connected to the rectangular groove (12); a plurality of second hydraulic cylinders (31) are evenly fixed at the top of the bearing plate (7) and at a position deviating from the rectangular groove (12); a top plate (32) is fixed to the output ends of the plurality of second hydraulic cylinders (31); a pressure rod (33) is fixed to the bottom of the top plate (32); and the pressure rod (33) is fixed to the protective shell (9).

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