JP2014214458A - Method for embedding pile - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a method for embedding a pile structured by connecting short steel pipes and the like, which method minimizes affection by impact at driving and is excellent in expenditure and workability.SOLUTION: In a method for embedding a pile, a basic pile 11 with on end face of a bar stock 13 inserted into a connection pipe 14 and a percussion head 21 for driving the basic pile 11 are used. A tip of the percussion head 21 has a size enterable in the connection pipe 14 and a front end face 22 is planar. Then, the basic pile 11 is stood upright and stuck into a ground G with the connection pipe 14 directed above, the percussion head 21 is inserted into the connection pipe 14 and the basic pile 11 is buried, and thereafter another basic pile 11 is inserted into un upper end of the buried basic pile 11. After both of the basic piles 11 are integrated by welding, the percussion head 21 is inserted into a connection pipe 14 newly becoming an upper end, and a step for burying a plurality of basic piles integrated is conducted once or several times. The impact applied to the welding section of the connection pipe 14 can be mitigated by bringing bar stocks 13 into contact with each other.

Description

  The present invention relates to a method for embedding a pile having a structure in which short steel pipes and the like are connected to each other for construction of a foundation of a relatively small building.

  The foundation of the building plays an important role in catching the superstructure. In small-scale buildings such as houses, structures called cloth foundations and solid foundations are widespread. The fabric foundation supports the superstructure with linearly extending walls, and is used when the ground is stable. On the other hand, the solid foundation receives the entire lower part of the building in a plane, and is used when the ground is unstable. If subsidence is expected even in a solid foundation structure, further measures such as ground improvement and pile embedding are required. However, piles used in small-scale buildings are often used with excellent cost and work efficiency, such as steel pipes, because the acting load is relatively small.

  Patent documents related to the present invention are shown below. Patent Document 1 discloses a foundation reinforcement method for an existing house that can effectively prevent settlement of the foundation, can be easily constructed indoors, and can further reduce construction costs. In this document, a pile is driven so as to penetrate an existing foundation, and the pile and the foundation are integrated to prevent settlement of the foundation. In addition, general-purpose steel pipes and reinforcing bars are used for the piles, and a plurality of pile members obtained by cutting them into short lengths are manufactured, and the lengths are increased by connecting them with joints. Therefore, piles can be driven in the existing house without removing the ceiling.

  Patent Document 2 is a technique that assumes renovation work of an old private house, and discloses a basic structure and a construction method thereof. In general, a wooden structure with a history, called an old private house, often has a weakened basic structure. Therefore, in this document, a plurality of steel pipe piles are driven directly under a building, a column base in which the plurality of steel pipe piles are bundled is formed on the ground surface, and a column is placed on the upper surface thereof. By forming the column base, the settlement of the column can be prevented, and the subsequent deterioration can be suppressed without causing distortion in the skeleton of the building. The steel pipe pile has a structure in which short steel pipes are connected by a connecting portion, and can be driven even in a place where the upper space is restricted.

JP 2006-28877 A JP 2010-43451 A

  When driving piles directly under an existing building for the purpose of improving earthquake resistance or preventing settlement, there is a restriction on the upper space, so relatively short piles are connected locally as in both patent documents. In many cases, the length is increased. In that case, the place which connects short piles becomes a weak point on intensity | strength, it will be damaged by the impact at the time of driving in, and subsequent work may not be continued. This deformation may also make it difficult to connect new piles.

  In addition, when dismantling the building, it may be required to pull out the pile to restore its original shape. Therefore, when lengthening a short pile, adjacent short piles are connected by means such as welding or pins and bolts, and after a considerable time has passed since driving, Consideration is required. Of these means for connecting the piles, processing such as holes and screws is indispensable except for welding, and an increase in cost is inevitable. Moreover, when driving, the pile cannot be cut freely at the site, which reduces flexibility. Therefore, welding is the optimal means, but since welding is performed in parallel with driving, perfect measures should be taken for workability and the like.

  The present invention was developed on the basis of such circumstances, minimizing the impact caused by impact during driving, and excellent in cost and workability, and embedding piles with a structure in which short steel pipes are connected. The purpose is to provide a method.

  The invention according to claim 1 for solving the above problem uses a basic pile in which a bar such as a steel pipe and a cylindrical connecting pipe are integrated, and a striking head for driving the basic pile. The basic pile is one in which one end surface of the bar is inserted to substantially the center of the connecting pipe, and the tip of the striking head is sized to be able to enter the connecting pipe, and the tip surface is It is in a substantially flat shape, the basic pile is erected in a posture with the connecting pipe facing upward, stabbed into the ground, the striking head is inserted into the connecting pipe, the bar is pressed, and the basic pile is embedded in the ground, After that, after inserting another basic pile into the connecting pipe at the upper end of the embedded basic pile and integrating both by welding, insert the impact head into the connecting pipe at the upper end and press the bar Overloading the integrated basic piles in the ground. Which is a method of embedding piles, which comprises carrying out one or more times.

  The present invention is intended for use in constructing a new building on soft ground or in renovating an old private house where the foundation structure is weak, while connecting piles using short steel pipes to the ground. I'm going to go. Therefore, it is not assumed to be used in large-scale buildings such as reinforced concrete structures. However, in addition to the basic structure of buildings, it can also be used to prevent settlement of roadbeds and concrete blocks.

  The basic pile is a structure in which a connecting pipe is joined to one end face of a metal bar such as a steel pipe, and its length and size are suppressed to such an extent that it can be carried by human power. The rod is assumed to be made of metal in consideration of welding, and steel pipes that are widely distributed as building materials are often used in consideration of availability and strength. Next, the connecting pipe plays a role of integrating two adjacent bars in the upper and lower sides, is a cylindrical shape into which the bar can be inserted, and is arranged so as to straddle the two bars. It is shorter than a bar.

  The inside of the connecting pipe is dimensioned so that the bar can be inserted without difficulty, but it is not necessary to provide a gap more than necessary. Further, the strength and corrosion resistance of the connecting pipe are at least equivalent to those of the bar material. And when manufacturing a basic pile, first, the one end surface of a bar is inserted to the approximate center (half the full length) of a connecting pipe, and then both are integrated by welding or the like. During welding, beads are placed so as to fill corners formed by the end surface of the connecting pipe and the side peripheral surface of the bar.

  When driving a basic pile, the whole is upright with the connecting pipe facing up. And after making the lower end surface of a basic pile contact the ground, if the upper part of a basic pile is repeatedly pressed with a striking head, it will be gradually embedded in the ground. In addition, although a basic pile can also be manufactured locally as needed, it is preferable to mass-produce in a factory beforehand from a viewpoint of work efficiency.

  The striking head is used to press the basic pile and drive it into the ground, and is built into a pile driving machine such as an air hammer. The tip portion of the striking head needs to correspond to the basic pile, and has a shape that can easily enter the connecting pipe. Further, the tip surface of the striking head should not be made hollow, but should be almost flat so that it can come into contact with the bar at any position.

  By limiting the shape of the hitting head in this way, the hitting head presses the bar directly without pressing the connecting pipe. Therefore, the impact at the time of driving is not transmitted to the joint portion between the bar and the connecting pipe, and damage to this portion can be prevented. In addition, the upper end part of the bar which contacts the striking head is unavoidable to be deformed by impact. However, the outer periphery of the upper end of the bar is surrounded by the connecting pipe, the deformation is limited inward, and the tip surface of the striking head is planar. Therefore, even after deformation, the upper end surface of the bar and the tip surface of the striking head can be contacted without difficulty, and the operation can be continued smoothly until the final stage.

  At the time of construction, first, a basic pile is brought to a predetermined position, and the whole is made upright with the connecting pipe facing upward. Next, the striking head is installed in an air hammer or the like, and the striking head is inserted into the connecting pipe while preventing the base pile from falling, and the driving of the basic pile is started. And after most of the basic piles are buried, the bar material of another basic pile is inserted into the connecting pipe at the upper end. The basic pile falls by its own weight, and the end surfaces of the bar materials adjacent to each other in the vertical direction naturally come into contact with each other. Subsequently, when the upper and lower basic piles are integrated by welding, an elongated pile is constructed. In this welding, a bead is placed so as to fill a corner formed by the upper end surface of the connecting pipe and the side peripheral surface of the bar. Thereafter, the striking head is inserted into the uppermost connecting pipe, and the driving operation is continued.

  In the present invention, another basic pile is inserted into the upper end of the basic pile that has been driven in, both are integrated by welding, and then the entire process is continued once or twice until the entire pile is long. Build a scaled pile. In the process, since the work of integrating the newly inserted basic pile by welding uses the upper end surface of the connecting pipe, the flow of the bead is suppressed and the bead can be placed stably. Therefore, in addition to excellent workability, it is easy to ensure the strength, and when it is pulled out after aging, it does not break in the middle. In addition, the basic piles adjacent to each other are in contact with each other at the end faces of both bars. Therefore, the impact by the striking head does not directly act on the connecting pipe, and does not damage the joint between the bar and the connecting pipe.

  The invention according to claim 2 is a basic pile in which a bar material such as a steel pipe and a tubular connecting pipe are integrated, a striking head for driving the basic pile, and a final pile consisting only of a bar material such as a steel pipe; A final striking head for driving the final pile, and the basic pile is formed by inserting one end face of the bar material to substantially the center of the connecting pipe, and the leading end of the striking head is connected to the connecting head. It has a size that can be inserted into the pipe and its tip end surface is substantially flat, and the tip end surface of the final striking head has a recess into which the upper end of the final pile can be fitted. The basic pile is placed upright with the connecting pipe facing upward, stabbed into the ground, the striking head is inserted into the connecting pipe, the bar is pressed, the basic pile is embedded in the ground, and then embedded Insert another basic pile into the connecting pipe at the top of the basic pile. Once the two sides are integrated by welding, the process is performed once by inserting the striking head into the new upper connecting pipe, pressing the bar, and burying the integrated basic piles in the ground. Or, a plurality of times, and finally, the final pile is inserted into the connecting pipe at the upper end of the embedded basic pile, and both are integrated by welding, and then the final impact head is fitted into the upper end of the final pile. This is a method for embedding piles, characterized in that the whole is buried in the ground.

  The invention described in claim 1 integrates a plurality of basic piles by welding, and constructs an elongated pile in the ground. The upper end of the elongated pile is the same as that of the foundation structure. You may want to remove the connecting pipe from the balance. The invention described in claim 2 takes this situation into consideration, and is characterized in that, in addition to the basic pile and the hitting head according to the invention described in claim 1, the final pile and the final hitting head are used.

  The final pile is the same as the base material of the basic pile, but its total length can be freely determined. The final striking head is a thing for driving the upper end of the final pile, and a recess for fitting the upper end of the final pile is formed on the tip surface. When the upper end portion of the final pile is fitted into the recess, the driving operation can be performed while restricting the deformation of the upper end portion. In addition, the concrete cross-sectional shape of a recessed part can be freely determined according to a final pile, and if a final pile is a steel pipe, a recessed part will be cyclic | annular in many cases.

  At the time of construction, first, a plurality of basic piles are connected to the ground, and the uppermost connecting pipe is brought close to the ground. Thereafter, the final pile is inserted into the uppermost connecting pipe, and the upper end surface of the connecting pipe and the side peripheral surface of the final pile are integrated by welding. Next, when the final striking head is fitted to the upper end of the final pile and driven, the final pile is also embedded in the ground, and a long pile with multiple basic piles and one final pile integrated into the ground Built.

  By constructing a basic pile with a bar and a connecting pipe as in the invention described in claim 1, repeating the driving of the basic pile and the connection between the basic piles, and constructing a long pile in the ground Even if there is a restriction in the upper space due to renovation of an existing building, work can be carried out without difficulty. In addition, two adjacent basic piles insert one end surface of one bar into the other connecting pipe, and integrate both by welding. Therefore, the end surfaces of the bar materials adjacent to each other in the vertical direction are in contact with each other.

  In the present invention, the striking head is inserted into the connecting pipe and comes into direct contact with the bar, and since the end surfaces of the bar arranged side by side are in contact with each other, the impact at the time of driving only passes through the bar. Communicate to the cutting edge. For this reason, the impact acting on the connecting pipe is small, and damage to the connecting portion between the basic piles can be prevented, and the basic piles arranged vertically are integrated after being driven in and can be easily pulled out later.

  In addition, by inserting the striking head into the connecting pipe, the blurring of the striking head is regulated, the end face of the bar can be reliably pressed, the work can be smoothly performed, and the safety is also excellent. Furthermore, even when the end portion of the bar is deformed by an impact at the time of driving, the deformation is suppressed inside the connecting pipe. Therefore, the adjacent bar members can always contact each other even after being deformed, and the impact by the striking head can be reliably transmitted.

  Since the basic piles adjacent to each other are integrated by welding, it is not necessary to process holes or screws in the basic pile, and it is only necessary to cut the bar to a predetermined length. Therefore, the time and effort required in advance can be reduced, and the cost can be suppressed. Moreover, the length can be adjusted by cutting the bar just before driving, and it is possible to flexibly cope with design changes. In addition, when the basic pile is integrated by welding, a bead is placed on the upper end surface of the connecting pipe, so there is no loss of the bead and the work is easy and sufficient strength can be ensured.

  As in the invention described in claim 2, after the plurality of basic piles are connected and embedded in the ground, the final pile is inserted into the uppermost connecting pipe, both are integrated by welding, and the final impact head is used. By driving the final pile and completing the long pile, the connecting pipe at the top end of the pile is not necessary. Therefore, the number of connecting pipes can be reduced and the cost can be reduced, and the final pile is directly connected to the lower structure of the building, so that the load of the building is received by the final pile and the bar, which is advantageous in terms of strength. .

It is a figure which shows the outline | summary of the embedding method of the pile by this invention. The process of embedding the basic pile of FIG. 1 is shown in a longitudinal section, and the work proceeds from the left to the right in the figure. It is a figure which shows the case where a last pile is integrated in the uppermost part, after connecting a some basic pile. The process of embedding the final pile in FIG. 3 is shown in a vertical section, and the work proceeds from the left to the right in the figure. It is a figure which shows the case where a small building is renovated using the pile embedding method by this invention.

  FIG. 1 shows an outline of a pile embedding method according to the present invention. The present invention relates to a method for constructing a single long pile P by connecting basic piles 11 in series. The basic pile 11 is made of a bar 13 cut out of a general-purpose steel pipe, and a cylindrical metal product. The connecting pipe 14 is integrated. When integrating the bar 13 and the connecting pipe 14, one end surface of the bar 13 is inserted almost to the center of the connecting pipe 14, and a corner portion constituted by the lower end surface of the connecting pipe 14 and the side peripheral surface of the bar 13. Weld to fill. In addition, the length and weight of the basic pile 11 are suppressed to such an extent that they can be carried by human power. Moreover, although the basic pile 11 can be manufactured locally, it is preferable to mass-produce at a factory beforehand from a viewpoint of work environment or productivity.

  An air hammer 31 is used to drive the basic pile 11. The air hammer 31 has a structure in which an internal piston is moved in the vertical direction with compressed air. The thing used here is premised on handling by human power, and a handle 32 for holding extends at the top. Further, in order to drive the basic pile 11, a dedicated striking head 21 is attached to the air hammer 31. The striking head 21 has a generally conical appearance, and its lower part has an outer diameter that can easily enter the connecting pipe 14. In order to attach the striking head 21 to the air hammer 31, a cylindrical shank 23 is formed on the top of the striking head 21, and a chuck 33 for holding the shank 23 is provided at the lower end of the air hammer 31. . The striking head 21 held by the chuck 33 can be moved up and down violently by the air hammer 31.

  When constructing the pile P on the ground G, first, the single basic pile 11 is carried into the driving position, the whole is made upright with the connecting pipe 14 facing upward, and the lower end surface of the bar 13 is placed on the ground G. Make contact. Further, the impact head 21 is incorporated in the chuck 33 of the air hammer 31. Next, when the striking head 21 is inserted into the connecting pipe 14 and the air hammer 31 is operated, the tip surface 22 of the striking head 21 comes into contact with the upper end surface of the bar 13, and the basic pile 11 gradually becomes the ground G. It is driven in. When the connecting pipe 14 approaches the ground G, the driving is temporarily stopped, another basic pile 11 is inserted into the connecting pipe 14 of the basic pile 11, and both are integrated by welding. The connected pile P is constructed. Thereafter, the striking head 21 is inserted into the connecting pipe 14 located at the top, and the driving is resumed.

  As shown in FIG. 1, it is only a common method to construct a long pile P by connecting relatively short basic piles 11. However, in the present invention, a dedicated striking head 21 is used, the tip of which enters the connecting pipe 14 and directly presses the bar 13. Moreover, the end surfaces of the bar 13 adjacent vertically are in contact with each other. Therefore, the impact by the striking head 21 does not directly act on the connecting pipe 14 and can prevent the welded portion from being damaged. Furthermore, since the striking head 21 moves up and down in the connecting pipe 14, the blurring of the striking head 21 is restricted, and the safety and certainty of work are improved.

  FIG. 2 shows a process of embedding the basic pile 11 of FIG. 1 in a longitudinal section, and the work proceeds from the left to the right in the figure. As shown in this figure, the basic pile 11 is obtained by integrating one bar 13 and one connecting pipe 14 by welding, and the upper end of the bar 13 is inserted to the center of the connecting pipe 14. Furthermore, the bead 12 by welding adheres to the corner portion constituted by the lower end surface of the connecting pipe 14 and the side peripheral surface of the bar 13.

  When starting the embedding operation, as shown on the leftmost side, one basic pile 11 is erected, and the lower end portion of the bar 13 is slightly embedded in the ground G, and the striking head 21 is moved to the air hammer 31. Incorporate into. Next, when the striking head 21 is inserted into the connecting pipe 14 and the upper end surface of the bar 13 is pressed by the striking head 21, the connecting pipe 14 approaches the ground G so as to draw the second from the left. To do. Therefore, once the pressing is finished, another basic pile 11 is inserted directly above the connecting pipe 14.

  Another basic pile 11 inserted on the basic pile 11 driven into the ground G falls by its own weight, and the end faces of both bars 13 come into contact with each other. Then, when the upper end surface of the connecting pipe 14 of the basic pile 11 driven into the ground G and the side peripheral surface of the bar 13 of the basic pile 11 inserted from above are integrated by welding, as depicted in the third from the left, The upper and lower basic piles 11 are integrated. Since the welded bead 15 is naturally placed on the upper end surface of the connecting pipe 14, the workability at the site is excellent. Since the basic piles 11 arranged vertically are integrated by welding, it is not necessary to process any holes or screws in the bar 13 or the connecting pipe 14.

  Finally, as shown on the rightmost side, when the striking head 21 is inserted into the uppermost connecting pipe 14 and driving is resumed, a pile P in which the two basic piles 11 are integrated in the ground G. Built. As shown in this figure, the upper and lower bar members 13 are in contact with each other, and the impact by the striking head 21 is transmitted to the forefront only through the bar members 13 arranged in the upper and lower directions. The load acting on 15 is suppressed. In addition, in this figure, although the two basic piles 11 are connected, in fact, it can lengthen more by repeating the connection and driving-in of the basic pile 11.

  Since a general-purpose steel pipe is used for the bar 13 and its wall thickness is finite, the bar 13 may be deformed by pressing by the striking head 21. However, the outer periphery of the upper end of the bar 13 is surrounded by the connecting pipe 14, and the deformation is limited to the inner peripheral direction. Furthermore, the front end surface 22 of the striking head 21 is finished in a substantially flat shape. Therefore, the deformation of the bar 13 proceeds evenly without causing unevenness, and even after the deformation, it can be reasonably contacted with the adjacent bar 13.

  FIG. 3 shows a case where the final pile 16 is assembled at the uppermost part after the plurality of basic piles 11 are connected. The connecting pipe 14 is for connecting the upper and lower basic piles 11 and is not necessary at the top of the pile P. Therefore, as shown in this figure, the final pile 16 can be connected to the top of the pile P. The final pile 16 is the same as the bar 13 of the basic pile 11 and has a length that allows for carrying and construction. The connection method of the final pile 16 is exactly the same as that of the basic pile 11, and the final pile 16 is inserted into the connection pipe 14, and both are integrated by welding.

  A dedicated final striking head 26 is used to press the final pile 16. If the final pile 16 is pressed with the impact head 21 of FIG. 1, the blur of the impact head 21 cannot be regulated, the impact position is different each time, and the upper end of the final pile 16 is irregularly deformed, Safety is also reduced. Therefore, a dedicated final striking head 26 is used for the final pile 16.

  An annular recess 27 is formed on the lower surface of the final striking head 26 in order to fit the upper end portion of the final pile 16, and a recessed portion 28 is formed on the inner periphery of the recess 27. is there. By fitting the upper end portion of the final pile 16 into the concave portion 27, the deformation can be suppressed, the striking position of the final striking head 26 is determined, and the work can be proceeded safely. Further, by providing the depressed portion 28, an increase in the contact area between the final pile 16 and the recess 27 can be suppressed even after the upper end portion of the final pile 16 is deformed. Therefore, the trouble that the last pile 16 bites into the recessed part 27, both adheres, and a work is interrupted is not caused.

  FIG. 4 shows the process of embedding the final pile 16 of FIG. 3 in a longitudinal section, and the work proceeds from the left to the right in the figure. First, as shown in the leftmost part of the figure, two basic piles 11 are connected and driven with a striking head 21. Then, as depicted second from the left, the uppermost connecting pipe 14 reaches near the ground G, and then the final pile 16 is inserted into the connecting pipe 14. The final pile 16 falls in the connecting pipe 14 by its own weight, and finally comes into contact with the bar 13 immediately below. Next, as shown in the third from the left, the final pile 16 and the connecting pipe 14 are integrated by welding. The welded bead 15 is placed on the upper end surface of the connecting pipe 14.

  When the connection of the final pile 16 is completed, the final striking head 26 is assembled into the air hammer 31 and the final pile 16 is driven into the ground G as depicted on the rightmost side. At that time, the upper end portion of the final pile 16 is fitted into the concave portion 27 of the final impact head 26 to prevent the final pile 16 from being deformed. Further, by providing the depressed portion 28, it is possible to prevent the final pile 16 and the final hitting head 26 from being fixed. When most of the final pile 16 is embedded in the ground G, a long pile P in which the basic pile 11 and the final pile 16 are integrated is constructed.

  FIG. 5 shows a case where a small-scale building is refurbished using the pile embedding method according to the present invention. Prior to the renovation, the foundation concrete that supports the building in the figure was buried very shallowly in the ground, and deterioration such as cracks was also progressing. However, a healthy state is maintained from the base. During the renovation, part of the foundation concrete will be removed, a jack will be put in it, the foundation will be lifted, and the space under the floor will be secured. Then, after removing all the deteriorated foundation concrete, piles P for driving the building are driven.

  The pile P has the same configuration as that shown in FIG. 4, and the final pile 16 is combined on the two basic piles 11, and the upper and lower bars 13 and the final pile 16 are integrated by a connecting pipe 14 in the middle. ing. The basic pile 11 and the final pile 16 have a reduced overall length, and can be driven without difficulty even directly under the building. Then, as shown in the figure, after a plurality of piles P are driven, the foundation concrete is newly placed, and the foundation is placed thereon, the repair of the building is completed.

11 Basic pile 12 Bead (Lower side of connecting pipe)
13 Bar material (steel pipe)
14 Connecting pipe 15 Bead (Upper end side of connecting pipe)
16 Final pile 21 Impact head 22 Tip surface 23 Shank 26 Final impact head 27 Recess 28 Depressed portion 31 Air hammer 32 Handle 33 Chuck G Ground P Pile

Claims (2)

Using a basic pile (11) in which a bar (13) such as a steel pipe and a cylindrical connecting pipe (14) are integrated, and a striking head (21) for driving the basic pile (11),
The basic pile (11) is one in which one end face of the bar (13) is inserted to substantially the center of the connecting pipe (14),
The tip of the striking head (21) is sized to be able to enter the connecting pipe (14), and its tip surface (22) is substantially planar,
With the connecting pipe (14) facing upward, the basic pile (11) is erected and pierced into the ground (G). The striking head (21) is inserted into the connecting pipe (14) and the bar (13) , The basic pile (11) is embedded in the ground (G),
After that, after inserting another basic pile (11) into the connecting pipe (14) at the upper end of the embedded basic pile (11) and integrating both by welding, the connecting pipe (14) which becomes the new upper end The striking head (21) is inserted into the bar, the bar (13) is pressed, and the process of burying the integrated basic piles (11) in the ground (G) is performed once or a plurality of times. How to embed piles. A basic pile (11) in which a rod (13) such as a steel pipe and a cylindrical connecting pipe (14) are integrated, a striking head (21) for driving the basic pile (11), and a rod such as a steel pipe Using a final pile (16) made of only material and a final striking head (26) for driving the final pile (16),
The basic pile (11) is one in which one end face of the bar (13) is inserted to substantially the center of the connecting pipe (14),
The tip of the striking head (21) is sized to be able to enter the connecting pipe (14), and its tip surface (22) is substantially planar,
A concave portion (27) into which the upper end portion of the final pile (16) can be fitted is formed on the tip surface of the final impact head (26),
With the connecting pipe (14) facing upward, the basic pile (11) is erected and pierced into the ground (G). The striking head (21) is inserted into the connecting pipe (14) and the bar (13) , The basic pile (11) is embedded in the ground (G),
After that, after inserting another basic pile (11) into the connecting pipe (14) at the upper end of the embedded basic pile (11) and integrating both by welding, the connecting pipe (14) which becomes the new upper end Inserting the striking head (21) into the inside, pressing the bar (13), and performing the process of burying the integrated basic piles (11) in the ground (G) one or more times,
Finally, after inserting the final pile (16) into the connecting pipe (14) at the upper end of the embedded basic pile (11) and integrating both by welding, the upper end of the final pile (16) is A pile embedding method, wherein the final striking head (26) is fitted, the final pile (16) is pressed, and the whole is buried in the ground (G).

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