JP3990201B2 - Pile driver - Google Patents

Pile driver Download PDF

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Publication number
JP3990201B2
JP3990201B2 JP2002174822A JP2002174822A JP3990201B2 JP 3990201 B2 JP3990201 B2 JP 3990201B2 JP 2002174822 A JP2002174822 A JP 2002174822A JP 2002174822 A JP2002174822 A JP 2002174822A JP 3990201 B2 JP3990201 B2 JP 3990201B2
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Japan
Prior art keywords
pile
leader
drive device
driving device
guide pipe
Prior art date
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Expired - Fee Related
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JP2002174822A
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Japanese (ja)
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JP2004019225A (en
Inventor
克仁 田中
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Nippon Sharyo Ltd
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Nippon Sharyo Ltd
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Priority to JP2002174822A priority Critical patent/JP3990201B2/en
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  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Earth Drilling (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、杭回転駆動装置にて回転される杭の振れ止めをリーダの下部に取り付けた杭打機に関する。
【0002】
【従来の技術】
杭打機では、地中に埋設される杭の水平方向のずれを抑制して杭の鉛直度を保つために、リーダの下部に杭の振れ止めを取り付けたものがある。例えば、図8に示される杭打機1は、ベースマシン2の前部に立設される横断面角形のリーダ3の左右両側面に杭回転駆動装置4の昇降を案内するガイドパイプ5をそれぞれ設け、両ガイドパイプ5に、杭回転駆動装置4のガイドギブ6,6を係合させるとともに、リーダ3の前面に設けたラック7に、杭回転駆動装置4の昇降用油圧モータ8のピニオン9を噛合させ、昇降用油圧モータ8の回転によって杭回転駆動装置4をガイドパイプ5にて案内昇降させる。前記リーダ3の最下部には、杭回転駆動装置4によって回転圧入される杭10の振れ止め11が設けられている。この振れ止め11は、リーダ3の最下部前面に設けたブラケット12に左右一対のアーム13をピン14にて水平回動可能に連結して、両アーム13を開閉可能とし、両アーム13間に杭10を挟んで振れ止めをする。
【0003】
【発明が解決しようとする課題】
ところが、上述の構成では、杭回転駆動装置をリーダの下部に下げていくと、ガイドギブがブラケットに当接して下降を規制され、それ以上深く杭を埋設することができない。特に、屋内や橋下等の高さ制限のある現場で使用される短尺のリーダを備えた低空頭型の杭打機では、短い杭を継ぎ足して埋設するので、杭を深く埋設できないことは、例え振れ止めの高さ分だけであっても、杭全体の長さに及ぼす影響が大きく、継ぎ足しする2本目以降の杭の長さが短くなって、継ぎ足しする杭の数が多くなり、杭回転駆動装置への杭装着回数が増え施工効率が悪くなってしまう。
【0004】
また、限られた全高のなかでリーダ長さを伸ばそうとすると、リーダ下端を地上面すれすれ迄伸ばす必要がでてくる。一方、施行現場は不整地であることが多く、リーダ下端を地上面すれすれ迄伸ばした場合、リーダ下部や振れ止めが石ころ等の障害物や地面の凹凸に当たり、走行や杭の位置合わせ・振れ止めのアームの開閉等に支障が出てしまう。
【0005】
そこで本発明は、下部に振れ止めを備えたリーダの最下部まで杭回転駆動装置を下降させて、杭を深く埋設することができるとともに、不整地でも支障なく施行や移動ができる杭打機を提供することを目的としている。
【0006】
【課題を解決するための手段】
本発明は、ベースマシンの前部に立設されるリーダに、杭回転駆動装置の昇降を案内するガイドパイプと、杭回転駆動装置にて回転される杭の振れ止めをする左右一対のアームとを備えた杭打機において、前記ガイドパイプをリーダの最下端まで設けるとともに、前記アームを水平回動可能に取り付けるブラケットを、前記リーダ最下部の前記杭回転駆動装置の昇降に干渉しない位置に設け、前記左右一対のアームの前面に排土板を設けたことを特徴としている。これにより、石ころ等の障害物や凹凸のある現場で杭打機が移動や施行する際に、障害物の排除や整地作業が行える。また、前記リーダが横断面角形の場合は、左右両側面の前面寄りに前記ガイドパイプが、左右両側面の背面寄りに前記ブラケットが設けられていることが好ましいが、ベースマシンに対向する背面に前記ブラケットを設けてもよ
【0007】
【発明の実施の形態】
以下、本発明を低空頭型の杭打機に適用した一実施形態例を図1乃至図7に基づいて説明する。なお、前記従来例と同一要素には同一の符号を付して説明する。杭打機1は、自走式のベースマシン2前部のフロントブラケット20に、短尺のリーダ3を車体前後方向に回動可能に設け、フロントブラケット20上部に設置したリーダ起伏シリンダ21にてリーダ3を後方から支持し、リーダ起伏シリンダ21の伸縮によりリーダ3を立設又は倒伏させる。リーダ3は鉛直に立設された状態では最下端が地上面すれすれに位置する。
【0008】
リーダ3は、横断面角形で、左右両側面の前面寄りに杭回転駆動装置4の昇降を案内するガイドパイプ5をそれぞれ最上端から最下端まで設けるとともに、前面に杭回転駆動装置4昇降用のラック7を設けている。
【0009】
杭回転駆動装置4は、前記ガイドパイプ5に係合するガイドギブ6と、杭10を装着する杭キャップ22を回転する杭回転用油圧モータ23と、前記ラック7にピニオン9を噛合させる昇降用油圧モータ8とを有し、該昇降用油圧モータ8の回転によってガイドパイプ5に案内されてリーダ3に沿って昇降する。
【0010】
前記リーダ3最下部の左右両側面には、杭10の振れ止め11を構成する左右一対のアーム13を取り付けるブラケット24がそれぞれ設けられている。各ブラケット24は、前記ガイドパイプ5を昇降するガイドギブ6に干渉しない位置、すなわち、リーダ3のベースマシン側である背面寄りにガイドギブ6と接触しないように充分な間隔を開けた位置に設けられており、各ブラケット24に前記アーム13がピン14にて水平回動可能にそれぞれ取り付けられている。
【0011】
各アーム13は、ブラケット24に連結された基部からガイドパイプ5を避ける形に一旦外へ膨らんだ後略直線状となる形状で、対向する内側の中間部からやや先端寄りに、杭10の挿通孔となる半円弧状の凹部13aが形成され、該凹部13aには、杭10の回転用係合突起10aの係合溝13bが形成されている。また、各アーム13の先端寄りには、両アーム13を閉じ状態に保持するピン25の挿通孔13cが形成されている。さらに、各アーム13の最前面には、鉄板で形成された平板状の排土板26が溶接によりそれぞれ設けられている。
【0012】
このように構成することにより、下部に螺旋羽根10bを備えた杭10を埋設する場合には、リーダ3の上部に引き上げた杭回転駆動装置4の杭キャップ22に杭10の回転用係合突起10aを係合させて杭10を杭キャップ22に装着し、振れ止め11の両アーム13を開いておいて、杭回転駆動装置4により杭10を回転しながら杭回転駆動装置4を下降させて杭10を地中に圧入し、図1に示されるように、螺旋羽根10bが振れ止め11の位置を通過したら、両アーム13を閉じてピン25で閉じ状態を保持し、両アーム13で杭10の振れ止めをさせながら杭10の回転圧入作業を続ける。杭回転駆動装置4がリーダ3の下部に下降したら、ピン25を抜いて両アーム13を杭回転駆動装置4の下降を妨げないように大きく開き、さらに杭回転駆動装置4をリーダ3の最下端まで下降させる。
【0013】
これにより、図2に示されるように、杭回転駆動装置4は、振れ止め11に邪魔されることなく、下降できる限度の地上面すれすれまで下降できるから、杭10を従来よりも深く埋設することができる。そして、埋設された杭10に次の杭27をネジ込みにより継ぎ足す場合には、図3に示されるように、両アーム13の係合溝13bに埋設された杭10の回転用係合突起10aを係合させて杭10を固定し、リーダ3の上部に引き上げた杭回転駆動装置4の杭キャップ22に装着された杭27を回転して杭27の先端を杭10にネジ込んで継ぎ足す。継ぎ足しが完了したら、両アーム13を少し開いて係合溝13bと回転用係合突起10aの係合を解除し、杭回転駆動装置4により杭27を回転しながら杭回転駆動装置4を下降させて杭27を地中に圧入し、回転用係合突起10aが振れ止め11の位置を通過したら両アーム13を閉じて、両アーム13で杭27の振れ止めをさせながら上記と同様に杭27の回転圧入作業を続ける。杭回転駆動装置4がリーダ3の下部に下降したら、両アーム13を大きく開いて杭回転駆動装置4をリーダ3の最下端まで下降させて深く埋設し、上記と同様にして、さらに次の杭を継ぎ足す。
【0014】
このように、杭回転駆動装置4を地上面すれすれまで下降させることにより、杭10を従来よりも深く埋設するから、継ぎ足す杭に従来よりも長い杭を使用することができ、継ぎ足す杭の数を少なくして、杭回転駆動装置への杭装着回数を低減させて施行効率を向上させることができる。また、杭回転駆動装置4をラック&ピニオン方式でリーダ3に沿って昇降させることにより、杭回転駆動装置4の昇降ストロークをリーダ3の全長とほぼ同じにできる。
【0015】
また、杭打作業現場は不整地が多いので、杭打機1が走行移動する際に、土塊や石ころ等の障害物あるいは地面の凹凸に対して、排土板26により障害物の排除や整地作業が行え、杭打機1が支障なく走行移動できる。さらに、施行する際にも、排土板26により施行する地面の障害物の排除や整地作業が行える。
【0016】
図5は、排土板26を平板状のゴム板にして各アーム13の最前面にボルト28で取り付けた第2実施形態例を示すものである。また、図6及び図7は、各アーム13最前面に後方へ向かって傾斜する排土板26をそれぞれ設け、各アーム13を閉じると、各排土板26が楔状になる第3実施形態例を示すものである。これらの構成でも、前記第1実施形態例の排土板と同様の作用効果を奏する。
【0017】
なお、上記実施形態例では、横断面角形の短尺リーダの左右両側面の背面寄りにブラケットを設けたもので説明したが、リーダのベースマシン対向面である背面にブラケットを設けてもよく、また、横断面丸形のリーダの場合は、リーダの側面から背面に設けることが好ましい。さらに、一般的な長尺のリーダを備えた杭打機に本発明を適用できることは勿論であり、また、杭回転駆動装置の昇降方式は、ラック&ピニオン方式に限らず、チェーン&スプロケット方式やリーダ頂部のトップシーブからワイヤロープで吊持する方式でもよい。
【0018】
【発明の効果】
以上説明したように、本発明によれば、杭回転駆動装置をリーダ最下端の地上面すれすれまで下降させて、従来よりも杭を深く埋設できるから、その上に継ぎ足す杭に従来よりも長い杭が使用でき、継ぎ足す杭の数を少なくして、杭回転駆動装置への杭装着回数を低減させて、施行効率を向上させることができる。また、杭の振れ止め最前面に排土板を設けることにより、石ころ等の障害物や凹凸のある現場での杭打機の移動や施行の際に、障害物の排除や整地作業が行え、杭打機を支障なく移動させることや施行効率を向上ができる。
【図面の簡単な説明】
【図1】 本発明の一実施形態例を示す杭打機による杭埋設初期の側面図
【図2】 杭回転駆動装置をリーダの最下端まで下降させた状態の側面図
【図3】 埋設した杭に次の杭を継ぎ足す状態の側面図
【図4】 振れ止めの平面図
【図5】 排土板の第2実施形態例を示す側面図
【図6】 排土板の第3実施形態例を示す平面図
【図7】 排土板の第3実施形態例を示す側面図
【図8】 従来の杭打機の側面図
【符号の説明】
1…杭打機、2…ベースマシン、3…リーダ、4…杭回転駆動装置、5…ガイドパイプ、10…杭、11…振れ止め、13…アーム、14…ピン、24…ブラケット、26…排土板
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a pile driving machine in which a steady rest of a pile rotated by a pile rotation driving device is attached to a lower part of a leader.
[0002]
[Prior art]
In some pile driving machines, in order to maintain the verticality of the pile by suppressing the horizontal displacement of the pile buried in the ground, a pile steadying device is attached to the lower part of the leader. For example, the pile driving machine 1 shown in FIG. 8 has guide pipes 5 for guiding the lifting and lowering of the pile rotation driving device 4 on the left and right side surfaces of a square-shaped leader 3 standing on the front part of the base machine 2. The guide pipes 6 and 6 of the pile rotation driving device 4 are engaged with both guide pipes 5, and the pinion 9 of the lifting hydraulic motor 8 of the pile rotation driving device 4 is attached to the rack 7 provided on the front surface of the leader 3. The pile rotation driving device 4 is guided and raised by the guide pipe 5 by the rotation of the lifting hydraulic motor 8. At the lowermost part of the leader 3, a steady rest 11 for the pile 10 that is rotationally press-fitted by the pile rotation driving device 4 is provided. This steady rest 11 is connected to a bracket 12 provided on the lowermost front surface of the reader 3 by connecting a pair of left and right arms 13 by pins 14 so that the arms 13 can be opened and closed. Stabilize the pile 10 between them.
[0003]
[Problems to be solved by the invention]
However, in the above-described configuration, when the pile rotation driving device is lowered to the lower part of the leader, the guide gib is in contact with the bracket and the lowering is restricted, and the pile cannot be buried deeper. In particular, in a low head type pile driver equipped with a short leader that is used indoors or under a height-restricted site, it is impossible to embed a pile deeply because a short pile is added and buried. Even if it is only the height of the steady rest, the effect on the overall length of the pile is large, the length of the second and subsequent piles to be added is shortened, the number of piles to be added is increased, and the pile rotation drive The number of piles attached to the device will increase and construction efficiency will deteriorate.
[0004]
Further, if the length of the reader is to be extended within a limited overall height, it is necessary to extend the lower end of the reader to the level of the ground surface. On the other hand, the enforcement site is often rough terrain, and when the lower end of the leader is extended to the level of the ground, the lower part of the leader or the steady rest hits obstacles such as stones and the unevenness of the ground, and the running / pile alignment / sway Will interfere with the opening and closing of the arm.
[0005]
Therefore, the present invention provides a pile driving machine that can lower the pile rotation drive device to the lowest part of the leader having a steady rest at the lower part and embed the pile deeply, and can be carried out and moved without trouble even on rough terrain. It is intended to provide.
[0006]
[Means for Solving the Problems]
The present invention has a guide pipe that guides the lifting and lowering of a pile rotation driving device on a leader standing on the front part of a base machine, and a pair of left and right arms that prevent a pile rotated by the pile rotation driving device The guide pipe is provided to the lowermost end of the leader, and a bracket for attaching the arm so as to be horizontally rotatable is provided at a position that does not interfere with the lifting and lowering of the pile rotation driving device at the lowermost part of the leader. In addition, a soil discharge plate is provided on the front surface of the pair of left and right arms . Thereby, when a pile driving machine moves and enforces on obstacles, such as a stone roller, and an uneven field, obstacle removal and leveling work can be performed. When the leader has a square cross section, it is preferable that the guide pipe is provided near the front of the left and right sides, and the bracket is provided near the back of the left and right sides. but it may also be provided with the bracket.
[0007]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, an embodiment in which the present invention is applied to a low-headed pile driver will be described with reference to FIGS. In addition, the same code | symbol is attached | subjected and demonstrated to the same element as the said prior art example. The pile driver 1 is provided with a short leader 3 on a front bracket 20 at the front of a self-propelled base machine 2 so as to be pivotable in the longitudinal direction of the vehicle body. 3 is supported from the rear, and the leader 3 is erected or laid down by expansion and contraction of the leader hoisting cylinder 21. When the leader 3 is erected vertically, the lowermost end is located at the bottom of the ground surface.
[0008]
The leader 3 has a rectangular cross section and is provided with guide pipes 5 for guiding the lifting and lowering of the pile rotation driving device 4 from the uppermost side to the lowermost side near the front surface on both the left and right sides, and for raising and lowering the pile rotation driving device 4 on the front surface. A rack 7 is provided.
[0009]
The pile rotation drive device 4 includes a guide give 6 that engages with the guide pipe 5, a pile rotation hydraulic motor 23 that rotates a pile cap 22 on which the pile 10 is mounted, and a lifting hydraulic pressure that meshes the pinion 9 with the rack 7. And a motor 8, which is guided by the guide pipe 5 by the rotation of the lifting hydraulic motor 8 and moves up and down along the leader 3.
[0010]
Brackets 24 for attaching a pair of left and right arms 13 constituting the steady rest 11 of the pile 10 are respectively provided on the left and right side surfaces of the lowermost part of the reader 3. Each bracket 24 is provided at a position that does not interfere with the guide gibbs 6 that raise and lower the guide pipe 5, that is, at a position that is sufficiently spaced so as not to contact the guide gibbs 6 on the back side of the reader 3 on the base machine side. The arm 13 is attached to each bracket 24 by a pin 14 so as to be horizontally rotatable.
[0011]
Each arm 13 is formed in a shape that is substantially straight after bulging outward from the base connected to the bracket 24 so as to avoid the guide pipe 5, and the insertion hole of the pile 10 is slightly closer to the distal end from the opposite inner middle part A semicircular arc-shaped recess 13a is formed, and an engagement groove 13b of the rotation engagement protrusion 10a of the pile 10 is formed in the recess 13a. Further, an insertion hole 13c for a pin 25 that holds both arms 13 in a closed state is formed near the tip of each arm 13. Furthermore, on the foremost surface of each arm 13, a flat earth discharging plate 26 formed of an iron plate is provided by welding.
[0012]
With this configuration, when the pile 10 having the spiral blade 10b is embedded in the lower portion, the rotation protrusion of the pile 10 is placed on the pile cap 22 of the pile rotation driving device 4 pulled up on the upper portion of the leader 3. 10a is engaged, the pile 10 is mounted on the pile cap 22, both arms 13 of the steady rest 11 are opened, and the pile rotation drive device 4 is lowered while the pile rotation drive device 4 rotates the pile 10. When the pile 10 is press-fitted into the ground and the spiral blade 10 b passes the position of the steady rest 11 as shown in FIG. 1, both the arms 13 are closed and kept closed by the pins 25. The rotation press-fitting work of the pile 10 is continued while keeping the steady rest of 10. When the pile rotation driving device 4 is lowered to the lower part of the leader 3, the pins 25 are pulled out and both arms 13 are opened wide so as not to prevent the lowering of the pile rotation driving device 4. To lower.
[0013]
Accordingly, as shown in FIG. 2, the pile rotation driving device 4 can be lowered to the level where it can be lowered without being disturbed by the steady rest 11, so that the pile 10 is buried deeper than before. Can do. When the next pile 27 is screwed into the buried pile 10, as shown in FIG. 3, the engaging protrusion for rotation of the pile 10 buried in the engaging groove 13 b of both arms 13. 10a is engaged, the pile 10 is fixed, the pile 27 attached to the pile cap 22 of the pile rotation drive device 4 pulled up to the top of the leader 3 is rotated, and the tip of the pile 27 is screwed into the pile 10 to be joined. Add. When the addition is completed, the arms 13 are slightly opened to disengage the engagement grooves 13b and the rotation engagement projections 10a, and the pile rotation drive device 4 is lowered while the pile rotation drive device 4 rotates the pile 27. The pile 27 is press-fitted into the ground, and when the rotation engaging projection 10 a passes the position of the steady rest 11, both arms 13 are closed and the pile 27 is kept steady with both arms 13 in the same manner as described above. Continue the press-fitting work. When the pile rotation driving device 4 is lowered to the lower part of the leader 3, the both arms 13 are opened widely and the pile rotation driving device 4 is lowered to the lowermost end of the leader 3 so as to be buried deeply. Add.
[0014]
Thus, since the pile 10 is buried deeper than before by lowering the pile rotation drive device 4 to the level of the ground surface, it is possible to use a pile longer than the conventional pile for the pile to be added. By reducing the number, it is possible to reduce the number of piles mounted on the pile rotation drive device and improve the enforcement efficiency. Moreover, the lifting / lowering stroke of the pile rotation driving device 4 can be made substantially the same as the entire length of the reader 3 by raising and lowering the pile rotation driving device 4 along the leader 3 by the rack and pinion method.
[0015]
Moreover, since there are many rough terrain in the pile driving work site, when the pile driving machine 1 travels and moves, obstacles such as clumps and stones or irregularities on the ground are removed by the earth removal plate 26 or leveled. The work can be performed and the pile driving machine 1 can travel without any trouble. Further, when performing, it is possible to eliminate the obstacles on the ground and to perform leveling work, which are performed by the earth discharging plate 26.
[0016]
FIG. 5 shows a second embodiment in which the earth discharging plate 26 is a flat rubber plate and is attached to the forefront of each arm 13 with a bolt 28. FIGS. 6 and 7 show a third embodiment in which a soil discharge plate 26 inclined rearward is provided on the forefront of each arm 13 and each soil discharge plate 26 becomes wedge-shaped when each arm 13 is closed. Is shown. Even in these configurations, the same effects as the earth discharging board of the first embodiment can be obtained.
[0017]
In the embodiment described above, the bracket is provided near the back of the left and right side surfaces of the short reader having a square cross section. However, the bracket may be provided on the back that is the surface facing the base machine of the reader. In the case of a reader having a round cross section, the reader is preferably provided from the side to the back. Furthermore, the present invention can of course be applied to a pile driving machine equipped with a general long leader, and the lifting and lowering method of the pile rotation driving device is not limited to the rack and pinion method, but also the chain and sprocket method, A method of suspending from a top sheave at the top of the leader with a wire rope may be used.
[0018]
【The invention's effect】
As described above, according to the present invention, since the pile rotation driving device can be lowered to the level of the bottom surface of the leader and the pile can be buried deeper than before, the pile to be added on the pile is longer than before. Pile can be used, the number of piles to be added can be reduced, the number of piles mounted on the pile rotation drive device can be reduced, and the execution efficiency can be improved. In addition, by providing a soil removal board in the forefront of the pile steadying, when moving or implementing the pile driver at the site with obstacles such as stone rollers and unevenness, obstacles can be eliminated and leveling work, It is possible to move the pile driver without hindrance and improve the enforcement efficiency.
[Brief description of the drawings]
FIG. 1 is a side view of an initial stage of pile embedding by a pile driving machine according to an embodiment of the present invention. FIG. 2 is a side view of a pile rotating drive device lowered to the lowest end of a leader. Side view with the next pile added to the pile [Fig. 4] Plan view of the steady rest [Fig. 5] Side view showing the second embodiment of the earth removal board [Figure 6] Third embodiment of the earth removal board Plan view showing an example [FIG. 7] Side view showing a third embodiment of the earth removing board [FIG. 8] Side view of a conventional pile driver [Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Pile driver, 2 ... Base machine, 3 ... Leader, 4 ... Pile rotation drive device, 5 ... Guide pipe, 10 ... Pile, 11 ... Stabilizer, 13 ... Arm, 14 ... Pin, 24 ... Bracket, 26 ... Excavation board

Claims (2)

ベースマシンの前部に立設されるリーダに、杭回転駆動装置の昇降を案内するガイドパイプと、杭回転駆動装置にて回転される杭の振れ止めをする左右一対のアームとを備えた杭打機において、前記ガイドパイプをリーダの最下端まで設けるとともに、前記アームを水平回動可能に取り付けるブラケットを、前記リーダ最下部の前記杭回転駆動装置の昇降に干渉しない位置に設け、前記左右一対のアームの前面に排土板を設けたことを特徴とする杭打機。A pile provided with a guide pipe that guides the lifting and lowering of the pile rotation drive device and a pair of left and right arms that prevent the pile rotated by the pile rotation drive device on a leader standing on the front part of the base machine in striking machine, provided with the guide pipe to the lowermost end of the reader, the bracket mounting the arm horizontally angularly movable, provided at a position not interfering with the lifting of the reader lowermost of said pile rotary drive device, wherein the right and left Pile driver characterized in that a soil removal board is provided in front of the arm . 前記リーダが横断面角形であり、該リーダの左右両側面の前面寄りに前記ガイドパイプが、左右両側面の背面寄りに前記ブラケットが設けられていることを特徴とする請求項1記載の杭打機。  2. The pile driving device according to claim 1, wherein the leader has a square cross section, and the guide pipe is provided near the front surface of the left and right side surfaces of the leader, and the bracket is provided near the back surface of the left and right side surfaces. Machine.
JP2002174822A 2002-06-14 2002-06-14 Pile driver Expired - Fee Related JP3990201B2 (en)

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JP4931478B2 (en) * 2006-06-01 2012-05-16 日立建機株式会社 Low head pile driver
JP5150341B2 (en) * 2008-04-10 2013-02-20 株式会社東芝 Data creation apparatus and method
JP5562051B2 (en) * 2010-01-28 2014-07-30 日本車輌製造株式会社 Pile driver
JP6715010B2 (en) * 2016-01-20 2020-07-01 日本基礎技術株式会社 Drilling device
KR101882257B1 (en) * 2016-11-09 2018-08-24 (주)아리터 Apparatus for constructing a short pipe and Method for constructing a column using the same
JP7172978B2 (en) * 2019-12-24 2022-11-16 Jfeスチール株式会社 Steel pipe, steel pipe structure, method for constructing steel pipe structure

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