JP4431028B2 - Occlusion member attachment and occlusion member press-fitting method - Google Patents

Occlusion member attachment and occlusion member press-fitting method Download PDF

Info

Publication number
JP4431028B2
JP4431028B2 JP2004356875A JP2004356875A JP4431028B2 JP 4431028 B2 JP4431028 B2 JP 4431028B2 JP 2004356875 A JP2004356875 A JP 2004356875A JP 2004356875 A JP2004356875 A JP 2004356875A JP 4431028 B2 JP4431028 B2 JP 4431028B2
Authority
JP
Japan
Prior art keywords
press
pile
closing member
steel pipe
fitted
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2004356875A
Other languages
Japanese (ja)
Other versions
JP2006161477A (en
Inventor
北村  精男
輝夫 長山
敏博 池内
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Giken Ltd
Original Assignee
Giken Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=36663800&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=JP4431028(B2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Giken Ltd filed Critical Giken Ltd
Priority to JP2004356875A priority Critical patent/JP4431028B2/en
Publication of JP2006161477A publication Critical patent/JP2006161477A/en
Application granted granted Critical
Publication of JP4431028B2 publication Critical patent/JP4431028B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Bulkheads Adapted To Foundation Construction (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Description

本発明は、杭圧入機で複数の杭を連続的に圧入する場合に、杭同士の間に閉塞部材を圧入するための杭圧入機の閉塞部材アタッチメント及び閉塞部材の圧入方法に関する。   TECHNICAL FIELD The present invention relates to a closing member attachment of a pile presser and a closing member press-fitting method for press-fitting a closing member between piles when a plurality of piles are continuously press-fitted by a pile pressing machine.

一般に、杭を打設する際に、騒音や振動の発生を防止するように杭(矢板を含む)を圧入する圧入工法が知られており、既設の杭から反力を取って杭を圧入するとともに、杭を圧入もしくは引き抜きながら杭上を移動する杭圧入機(杭圧入引抜機:パイラー)も知られている。また、鋼管杭を圧入する際に、鋼管杭の軸心を中心に鋼管杭を回転させなら圧入することで、圧入を容易にする回転圧入機(例えば、ジャイロパイラー)も開発されている。
なお、このような杭圧入機は、先に圧入した杭上を移動するとともに、これら杭から反力を取って、連続的に杭を並べて地盤中に圧入することで、土留め壁等の壁状構造物(所謂矢板壁)を造ることを主な目的の一つとして開発された。
Generally, when a pile is placed, a press-in method for press-fitting piles (including sheet piles) to prevent noise and vibration is known, and the piles are pressed by taking a reaction force from existing piles. In addition, a pile press-in machine (pile press-in / pull-out machine: a pillar) that moves on the pile while press-fitting or pulling out the pile is also known. In addition, when a steel pipe pile is press-fitted, a rotary press-fitting machine (for example, a gyro-pyler) that facilitates the press-fitting by pressing the steel pipe pile around the axis of the steel pipe pile has been developed.
In addition, such a pile press-in machine moves on the piles that have been press-fitted in advance, takes reaction force from these piles, continuously piles the piles and press-fits them into the ground, so that walls such as retaining walls It was developed as one of the main purposes to make a structure (so-called sheet pile wall).

しかし、上述の回転圧入機では、鋼管杭を軸心回りに回転させながら圧入するため、所謂矢板の圧入時のように先に圧入された矢板の継手に、継手を係合させながら次ぎの矢板を圧入するようなことはできない。
従って、基本的に、隣り合う回転圧入された鋼管杭同士の間には、隙間が生じてしまう。そこで、土留めや止水等の目的で、回転圧入された鋼管同士の間に、隙間を閉塞する部材を圧入することが提案されている(例えば、特許文献1,2参照)。
なお、特許文献2では、鋼管杭同士の間を完全には閉塞せずに、透水性を持たせるようにしている。
特開2001−115447号公報 特開2004−278287号公報
However, in the rotary press-fitting machine described above, since the steel pipe pile is pressed while rotating around the axis, the next sheet pile is engaged while the joint is engaged with the joint of the sheet pile previously press-fitted as in the so-called sheet pile press-fitting. It cannot be pressed.
Therefore, basically, a gap is generated between adjacent steel pipe piles that are rotationally press-fitted. Therefore, it has been proposed to press-fit a member that closes the gap between the steel pipes that have been rotationally press-fitted for earth retaining or water stoppage (for example, see Patent Documents 1 and 2).
In Patent Document 2, the steel pipe piles are not completely closed, but have water permeability.
JP 2001-115447 A JP 2004-278287 A

ところで、上述の回転圧入機で圧入される鋼管に対して、圧入された鋼管同士の間に圧入される閉塞部材は細くなり、また、形状も円筒状ではなく、例えば、L字状等にされる可能性もある。従って、鋼管を圧入した回転圧入機で閉塞部材を圧入できない可能性が高い。
この場合に、杭圧入機として、鋼管用の回転圧入機と、閉塞部材用の杭圧入機とが必要となり、これによりコストが高くなってしまう。特に、通常の杭圧入機は、先に圧入された杭をクランプ装置で把持して杭上に固定された状態で、新たな杭を把持して下降するチャック装置で杭を圧入するが、この際に、クランプ装置で把持する杭と、チャック装置で把持する杭とは同形状となる。しかし、閉塞部材用の杭圧入機は、細く強度的に弱い閉塞部材で杭圧入機を支持することが困難な場合があることから、クランプ装置で先に圧入された閉塞部材を掴むのではなく、先に圧入された鋼管杭を掴み、チャック装置で閉塞部材を掴む構造となる可能性がある。
By the way, with respect to the steel pipe that is press-fitted by the above-described rotary press-fitting machine, the closing member that is press-fitted between the press-fitted steel pipes is thin, and the shape is not cylindrical, for example, L-shaped or the like. There is also a possibility. Therefore, there is a high possibility that the closing member cannot be press-fitted by the rotary press-fitting machine in which the steel pipe is press-fitted.
In this case, as the pile presser, a rotary presser for steel pipes and a pile presser for closing members are required, which increases the cost. In particular, an ordinary pile press-in machine presses a pile with a chuck device that grips and lowers a new pile while holding the pile that has been press-fitted with the clamp device and fixing it on the pile. In this case, the pile gripped by the clamping device and the pile gripped by the chuck device have the same shape. However, since the pile presser for the closing member may be difficult to support the pile presser with the thin and weakly blocking member, it does not hold the previously pressed closing member with the clamp device. There is a possibility that the steel pipe pile that has been previously press-fitted is grasped and the closing member is grasped by the chuck device.

さらに、杭圧入機が並列された杭上を移動する際には、通常、圧入中もしくは引き抜き中の杭をチャック装置で掴んで杭圧入機を支持させた状態で、クランプ装置を圧入された杭から離して、前後に移動させた後に再びクランプ装置で圧入された杭を掴むことで行われるが、チャック装置に掴まれた圧入中の閉塞部材により杭圧入機を支持させることが困難であり、他の移動方法を用いなけれならない可能性がある。
従って、上述のことから圧入された鋼管杭同士の間に閉塞部材を圧入するには、特殊な杭圧入機を必要とすることでコストがさらに高くなる可能性がある。
Furthermore, when the pile presser moves on the piles in parallel, the pile that is press-fitted with the clamp device is usually held with the pile presser supported by holding the pile being pressed or pulled out with the chuck device. It is done by grabbing the pile that has been press-fitted with the clamping device again after being moved back and forth, but it is difficult to support the pile press-fitting machine with the closing member being press-fitted by the chuck device, Other movement methods may have to be used.
Therefore, in order to press-fit the closing member between the steel pipe piles press-fitted from the above, a special pile press-in machine is required, which may further increase the cost.

なお、鋼管用の杭圧入機においては、クランプ装置は、鋼管杭の上端部内に挿入されて拡径することで鋼管杭を掴むことから隣接して鋼管杭が並んでいても鋼管杭を掴むことができるが、チャック装置は、鋼管杭の端部以外の位置でも掴めるように、鋼管杭を外側から掴むことから、上端部が同じ高さとなるように並んで圧入された鋼管杭は、隣接する鋼管杭が邪魔になって掴むことができない。   In addition, in the pile press-in machine for steel pipes, the clamping device is inserted into the upper end of the steel pipe pile and grips the steel pipe pile by expanding the diameter, so that the steel pipe pile can be held even if the steel pipe piles are adjacent to each other. However, since the chuck device grips the steel pipe pile from the outside so that it can be held at a position other than the end of the steel pipe pile, the steel pipe pile that is press-fitted side by side so that the upper end is the same height is adjacent. The steel pipe pile gets in the way and cannot be grabbed.

本発明の課題は、杭圧入機のチャック装置で閉塞部材を圧入可能とする杭圧入機の閉塞部材アタッチメントと、該閉塞部材アタッチメントを用いた杭圧入機による閉塞部材の圧入方法を提供することである。   An object of the present invention is to provide a closing member attachment of a pile presser capable of press-fitting a closing member with a chuck device of the pile presser and a press-fitting method of the closing member by a pile presser using the closing member attachment. is there.

請求項1に記載の発明は、例えば、図1〜5に示すように、昇降自在なチャック装置15で、杭(鋼管杭2)を把持して下降させることにより杭を圧入する杭圧入機1を用いて複数の杭を連続的に圧入した際に、隣り合う圧入された杭同士の間を閉塞する閉塞部材3を前記杭圧入機のチャック装置を用いて圧入するための閉塞部材アタッチメント4であって、
前記チャック装置で把持することが可能で、前記閉塞部材を上下に貫通可能な筒状本体部41と、
前記筒状本体部内を貫通する閉塞部材を把持する把持部42と、
を備えたことを特徴とする。
The invention according to claim 1 is a pile presser 1 for press-fitting a pile by gripping and lowering the pile (steel pipe pile 2) with a chuck device 15 that can be raised and lowered, for example, as shown in FIGS. With a closing member attachment 4 for press-fitting a closing member 3 between adjacent pressed piles using a chuck device of the pile pressing machine when a plurality of piles are press-fitted continuously using There,
A cylindrical main body 41 that can be gripped by the chuck device and can vertically penetrate the closing member;
A grip portion 42 for gripping a closing member penetrating through the cylindrical main body portion;
It is provided with.

ここで、杭圧入機は、先に圧入された杭から反力を取って杭を圧入するとともに、圧入された杭上を自走可能なものでなくとも良く、筒状杭を把持したチャック装置を下降させることにより筒状杭を地盤に圧入可能なものならば良い。また、チャック装置は、筒状杭を把持して昇降自在な構成となっていれば良い。なお、本発明は、圧入された鋼管杭から反力を取って鋼管杭を回転圧入するとともに、圧入された鋼管杭上を自走可能な杭圧入機に好適に用いることができる。
また、杭は、鋼管杭でなくても良いが、本発明は、回転圧入される鋼管杭に好適に用いることができる。
また、閉塞部材は、完全に鋼管同士の間を閉塞してしまうものに限られるものではなく、孔等が形成されて透水性等を有するものであっても良い。また、閉塞部材は、鋼管同士の完全な間となる部分に圧入されるとは限らず、間より僅かに後方となる位置等に圧入されても良い。
Here, the pile press-in machine does not have to be able to self-propell on the pressed-in pile while taking the reaction force from the previously pressed-in pile and press-in the pile. It is only necessary that the cylindrical pile can be press-fitted into the ground by lowering. Moreover, the chuck device should just be the structure which can hold | grip a cylindrical pile and can raise / lower freely. In addition, this invention can be used suitably for the pile press machine which can carry out self-propelled on the press-fitted steel pipe pile while rotating and press-fitting a steel pipe pile by taking reaction force from the press-fitted steel pipe pile.
Moreover, although a pile does not need to be a steel pipe pile, this invention can be used suitably for the steel pipe pile which carries out rotation press fit.
Further, the closing member is not limited to a member that completely closes the steel pipes, and may be formed with holes or the like to have water permeability. Further, the closing member is not necessarily press-fitted into a portion between the steel pipes, and may be press-fitted into a position slightly behind the gap.

請求項1に記載の発明によれば、チャック装置で閉塞部材アタッチメントの筒状本体部を把持し、さらに、筒状本体部内に閉塞部材を挿入して把持部で閉塞部材を把持し、この状態でチャック装置を下降させることで、杭同士の間を閉塞するように閉塞部材を圧入することができる。すなわち、杭を圧入した圧入機に閉塞部材アタッチメントを取り付けることで、杭圧入機の杭を圧入するための機構を使って閉塞部材を圧入可能となる。これにより、一台の杭圧入機で杭の圧入と閉塞部材の圧入が可能となり、コストの低減を図ることができる。
また、杭圧入機のチャック装置に杭に代えて閉塞部材アタッチメントを把持させることで、容易に閉塞部材アタッチメントを杭圧入機に取り付けることができる。
According to the first aspect of the present invention, the chuck device grips the cylindrical main body portion of the closing member attachment, and further inserts the closing member into the cylindrical main body portion to hold the closing member by the gripping portion. By lowering the chuck device, the closing member can be press-fitted so as to close the piles. That is, by attaching the closing member attachment to the press-fitting machine in which the pile is press-fitted, the closing member can be press-fitted using a mechanism for press-fitting the pile of the pile press-fitting machine. Thereby, it is possible to press-in the pile and press-in the closing member with a single pile press-in machine, thereby reducing the cost.
In addition, the closing member attachment can be easily attached to the pile presser by causing the chuck device of the pile presser to grip the closing member attachment instead of the pile.

請求項2に記載の発明は、請求項1に記載の閉塞部材アタッチメントにおいて、前記杭が筒状杭(鋼管杭2)とされ、
前記把持部の少なくとも一部が前記筒状本体部の下端より下方に露出して形成され、
前記把持部が径を拡縮自在とされ、
前記把持部内に閉塞部材を貫通させた状態で縮径することにより閉塞部材を把持し、
把持部の少なくとも一部を筒状杭端部内に挿入した状態で拡径することにより筒状杭を把持することを特徴とする。
Invention of Claim 2 makes the said pile into a cylindrical pile (steel pipe pile 2) in the obstruction | occlusion member attachment of Claim 1,
At least a part of the grip part is formed to be exposed below the lower end of the cylindrical main body part,
The gripping portion is capable of expanding and contracting the diameter,
Grasping the closing member by reducing the diameter in a state where the closing member is passed through the gripping part,
The cylindrical pile is gripped by expanding the diameter in a state where at least a part of the gripping portion is inserted into the cylindrical pile end.

ここで、杭圧入機は、筒状杭用のものとなるとともに、筒状杭上を自走可能なことが好ましい。例えば、杭圧入機は、筒状杭の上端部に挿入されて拡径されることにより筒状杭を掴むクランプ装置を有する圧入機本体部と、圧入機本体部に対して相対的に水平方向に移動自在で、かつ、昇降自在なチャック装置とを備えることが好ましい。また、杭圧入機は、圧入機本体部をクランプ装置で杭上に固定した状態で、チャック装置を前側に移動させてから下降させることにより、前側に前後に二本以上並べて杭を圧入できる構成とされることが好ましい。そして、例えば2本目の杭を圧入している途中でチャック装置により圧入途中の杭を掴んだ状態のまま、クランプ装置による杭の把持を解除して、圧入機本体部を上昇させてから前方に移動させた後に再び下降させてクランプ装置により杭を把持させることで、杭圧入機が、連続的に杭を圧入していく際の先方向(前方向)に移動可能となっていることが好ましい。
筒状杭は、円筒状の鋼管杭に限られるものではなく、角形鋼管杭や、筒状のプレキャストコンクリート杭などでも良いが、回転圧入可能な円筒状のものに本発明を好適に適用することができる。
Here, it is preferable that the pile press-fitting machine is for a cylindrical pile and can be self-propelled on the cylindrical pile. For example, the pile presser is inserted into the upper end of the cylindrical pile and expanded in diameter so that the presser presser body has a clamping device that grips the cylindrical pile and the horizontal direction relative to the presser main unit. It is preferable to include a chuck device that is movable and can be moved up and down. In addition, the pile presser has a structure in which two or more piles can be press-fitted in the front and back by moving the chuck device down after moving the chuck device forward while the presser body is fixed on the pile with a clamp device. It is preferable that And, for example, while the second pile is being press-fitted, while holding the pile in the middle of press-fitting with the chuck device, the holding of the pile by the clamping device is released, and the press-fitting machine main body is lifted forward. It is preferable that the pile presser is movable in the forward direction (forward direction) when the pile is continuously press-fitted by lowering it again after moving it and gripping the pile by the clamp device. .
The cylindrical pile is not limited to a cylindrical steel pipe pile, and may be a square steel pipe pile or a cylindrical precast concrete pile, but the present invention is preferably applied to a cylindrical one that can be rotationally pressed. Can do.

請求項2に記載の発明によれば、閉塞部材アタッチメントは、閉塞部材を把持できるだけではなく、筒状杭、特に、既に圧入された筒状杭を把持することができる。これにより、チャック装置に把持された閉塞部材アタッチメントで既に圧入された筒状杭を把持して、杭圧入機を杭上に支持することが可能となる。これにより、圧入中や引き抜き中の杭を利用することなく、閉塞部材アタッチメントを用いて並んで圧入された筒状杭上を杭圧入機が移動可能となる。従って、並んで圧入された杭上を自走させながら杭圧入機で複数の閉塞部材を順次、並んで圧入された杭に沿って圧入していくことが可能となる。
例えば、圧入された筒状杭を把持するクランプ装置を有するとともに該クランプ装置により筒状杭上に支持される圧入機本体部と、該圧入機本体部に対して相対的に水平方向に移動自在で、かつ、昇降自在なチャック装置とを備えた杭圧入機を用い前記杭圧入機により筒状杭を連続的に(並んだ状態に)圧入した後に、前記閉塞部材アタッチメントを前記チャック装置で把持し、前記閉塞部材アタッチメントで圧入された筒状杭を把持するとともに、クランプ装置による筒状杭の把持を解除し、前記チャック装置に対して前記圧入機本体部を水平方向に移動し、移動先で再びクランプ装置により圧入された筒状杭を把持することで、杭圧入機を並んだ筒状杭上で移動させ、かつ、閉塞部材アタッチメントに閉塞部材を把持させた後にチャック装置を下降させることで閉塞部材を圧入する。
According to the second aspect of the present invention, the closing member attachment can hold not only the closing member but also a cylindrical pile, particularly a cylindrical pile that has already been press-fitted. Thereby, the cylindrical pile already press-fitted by the closing member attachment held by the chuck device can be held, and the pile press-fitting machine can be supported on the pile. Thereby, the pile presser can move on the cylindrical pile that is press-fitted side by side using the closing member attachment without using the pile that is being press-fitted or pulled out. Therefore, it is possible to alongside the indented upper pile successively a plurality of closure members in the pile press-fitting machine reluctant such is self, continue to press fit along the side by side indented pile.
For example, it has a clamp device for gripping a press-fitted cylindrical pile and is supported on the cylindrical pile by the clamp device, and is movable in a horizontal direction relative to the press-fitting machine main unit. In addition, after the cylindrical piles are press-fitted continuously (in a line) by the pile press-in machine using a pile press-in machine equipped with a chuck device that can be moved up and down, the closing member attachment is gripped by the chuck device. And gripping the cylindrical pile press-fitted by the closure member attachment, releasing the grip of the cylindrical pile by the clamp device, moving the press-fitting machine main body horizontally with respect to the chuck device, After gripping the cylindrical pile that has been press-fitted by the clamping device, the pile presser is moved on the side-by-side cylindrical pile, and the blocking member attachment is made to grip the closing member after chucking Press-fitting the closure member by lowering the location.

請求項3に記載の発明は、請求項1又は2に記載の閉塞部材アタッチメントを用いて閉塞部材を圧入する閉塞部材の圧入方法であって、
前記杭圧入機の前記チャック装置に前記閉塞部材アタッチメントを把持させるとともに、該閉塞部材アタッチメントに閉塞部材を把持させて、前記チャック装置により、隣り合う杭同士の間に前記閉塞部材を圧入することを特徴とする。
Invention of Claim 3 is the press-in method of the obstruction member which press-fits an obstruction member using the obstruction member attachment of Claim 1 or 2,
The chuck device of the pile press-fitting machine grips the blocking member attachment, and the blocking member attachment grips the blocking member, and the chuck device press-fits the blocking member between adjacent piles. Features.

請求項3に記載の発明によれば、閉塞部材アタッチメントにより、杭圧入機の杭を圧入するチャック装置で、閉塞部材が圧入可能となる。   According to the third aspect of the present invention, the closing member can be press-fitted with the chuck device that press-fits the pile of the pile press-fitting machine by the closing member attachment.

本発明によれば、チャック装置で閉塞部材アタッチメントの筒状本体部を把持し、さらに、筒状本体部内に閉塞部材を挿入して把持部で閉塞部材を把持し、この状態でチャック装置を下降させることで、杭同士の間を閉塞するように閉塞部材を圧入することができる。すなわち、杭を圧入した圧入機に閉塞部材アタッチメントを取り付けることで、杭圧入機の杭を圧入するための機構を使って閉塞部材を圧入可能となる。これにより、一台の杭圧入機で杭の圧入と閉塞部材圧入が可能となり、コストの低減を図ることができる。
また、杭圧入機のチャック装置に杭に代えて閉塞部材アタッチメントを把持させることで、容易に閉塞部材アタッチメントを杭圧入機に取り付けることができる。
According to the present invention, the chuck device grips the cylindrical main body portion of the closing member attachment, further inserts the closing member into the cylindrical main body portion, grips the closing member by the grip portion, and lowers the chuck device in this state. By doing so, the closing member can be press-fitted so as to close between the piles. That is, by attaching the closing member attachment to the press-fitting machine in which the pile is press-fitted, the closing member can be press-fitted using a mechanism for press-fitting the pile of the pile press-fitting machine. As a result, it is possible to press-in the pile and press-in the closing member with a single pile press-in machine, thereby reducing the cost.
In addition, the closing member attachment can be easily attached to the pile presser by causing the chuck device of the pile presser to grip the closing member attachment instead of the pile.

以下、本発明の実施形態の閉塞部材アタッチメント及び杭圧入機と閉塞部材アタッチメントとを用いた閉塞部材の圧入方法を、図面を参照して説明する。
この実施形態で用いられる杭圧入機1は、図1及び図3〜図5に示すように、鋼管杭2,…をその軸回りに回転させながら圧入させる公知の回転圧入機であり、既に圧入された鋼管杭2,…を内側から拡径して把持する複数(例えば、3つ)のクランプ装置11,…を備えたサドル12と、サドル12に対して前後動自在なスライドベース13と、スライドベース13上で左右に旋回自在なリーダマスト14と、旋回マスト14の前面に昇降自在に取り付けられるチャック装置15と、リーダマスト14に対してチャック装置15を昇降駆動するメイン油圧シリンダ16とを備えている。
Hereinafter, a closing member attachment and a closing member press-fitting method using a pile presser and a closing member attachment according to an embodiment of the present invention will be described with reference to the drawings.
The pile press-in machine 1 used in this embodiment is a known rotary press-fit machine that press-fits steel pipe piles 2... While rotating around its axis, as shown in FIGS. A saddle 12 provided with a plurality of (for example, three) clamping devices 11,... For holding the steel pipe piles 2,... Enlarged from the inside, and a slide base 13 movable back and forth with respect to the saddle 12. A leader mast 14 that can turn left and right on the slide base 13, a chuck device 15 that is attached to the front surface of the turning mast 14 so as to be raised and lowered, and a main hydraulic cylinder 16 that drives the chuck device 15 up and down relative to the leader mast 14. I have.

前記クランプ装置11,…は、図示しない油圧シリンダにより、水平方向に広がるようにして鋼管杭2の内面を押圧して鋼管杭2の上端部を把持し、これにより杭圧入機1を先に圧入された既設の鋼管杭2,…に支持させるとともに、既設の鋼管杭2,…から反力を取って新たに鋼管杭2,…を圧入可能となっている。なお、クランプ装置11,…は、例えば、先頭の基準となるクランプ装置11を除いて、サドル12に対して左右や前後に僅かに移動可能となっており、これにより、円弧等の湾曲した線に沿って並んで圧入された複数の鋼管杭2,…を複数のクランプ装置11でそれぞれ把持可能となっているとともに、鋼管杭2同士の間隔を多少変えても対応できるようになっている。
また、スライドベース13は、前方に移動することによりチャック装置15を水平に前側に移動して、サドル12を移動することなく、先頭のクランプ装置11が把持している既設の鋼管杭2の先に、二本の鋼管杭2,2を前後方向に並べて順次圧入可能となっている。
The clamping devices 11,... Press the inner surface of the steel pipe pile 2 so as to spread in a horizontal direction by a hydraulic cylinder (not shown) to grip the upper end portion of the steel pipe pile 2, and thereby press the pile presser 1 first. The steel pipe piles 2,... Are supported by the existing steel pipe piles 2, and the steel pipe piles 2,. The clamp devices 11,... Can be moved slightly to the left and right or back and forth with respect to the saddle 12, except for the clamp device 11 serving as a reference for the head. The plurality of steel pipe piles 2 that are press-fitted in line with each other can be gripped by the plurality of clamp devices 11 and can be accommodated even if the intervals between the steel pipe piles 2 are slightly changed.
Further, the slide base 13 moves forward to move the chuck device 15 horizontally to the front side, and without moving the saddle 12, the tip of the existing steel pipe pile 2 gripped by the leading clamp device 11 is moved. In addition, the two steel pipe piles 2 and 2 can be sequentially press-fitted in the front-rear direction.

また、リーダマスト14は、スライドベース13に対して左右に旋回自在とされることにより、順次並んで圧入される鋼管杭2,…の列の方向を直角にまげたり、湾曲して曲げたりすることが可能となっている。これらスライドベース13とリーダマスト14とにより、本発明の圧入機本体部となるクランプ装置11,…を備えたサドル12に対してチャック装置15を水平方向に移動自在となっている。   Further, the leader mast 14 can be turned left and right with respect to the slide base 13 so that the direction of the steel pipe piles 2... It is possible. By means of the slide base 13 and the leader mast 14, the chuck device 15 is movable in the horizontal direction with respect to the saddle 12 provided with the clamp devices 11,.

チャック装置15は、その背面側がリーダマスト14の前面側に昇降自在に嵌合した状態とされるとともに、リーダマスト14とチャック装置15と接続された左右のメイン油圧シリンダ16,16により昇降駆動されるようになっている。
また、チャック装置15内部には、上下に貫通した状態の鋼管杭2,…を外側の四方から油圧シリンダにより作動する押圧部18,…で押圧して把持する杭把持部19を有し、該杭把持部19がチャック装置15の外周部分に対して上下の軸心回りに回転可能となっており、鋼管杭2を回転圧入可能となっている。なお、杭把持部19を回転させずにチャック装置15を下降させることも可能である。
Chuck device 15, the lift with its rear side is a vertically movable fitted state on the front side of the reader the mast 14, the main hydraulic cylinder 16, 16 of the left and right that are connected with the reader mast 14 and the chuck device 15 It is designed to be driven.
Further, the chuck device 15 has a pile gripping portion 19 that presses and grips the steel pipe piles 2 that are vertically penetrated by pressing portions 18 that are operated by hydraulic cylinders from the outer four sides. The pile gripping portion 19 can rotate around the upper and lower axes with respect to the outer peripheral portion of the chuck device 15, and the steel pipe pile 2 can be rotationally press-fitted. It is also possible to lower the chuck device 15 without rotating the pile gripping portion 19.

また、チャック装置15の昇降範囲は限られているので、鋼管杭2,…を把持してチャック装置15を下降させることと、鋼管杭2,…を離してチャック装置15を上昇させることを繰り返すようになっている。これにより、1ストローク分ずつ鋼管杭2,…や後述の閉塞部材3を圧入することが繰り返され、チャック装置15の昇降範囲より深く圧入するようになっている。
そして、杭圧入機1は、順次鋼管杭2,…を圧入する際に、図1(A)に示すように上述の先頭のクランプ装置11が把持した既設の鋼管杭2の前に新たに鋼管杭2を圧入した後に、さらにスライドベース13を前に移動させて、二本前となる位置に鋼管杭2を圧入する、この際に、圧入途中で、クランプ装置11による既設鋼管杭2,…の把持を解除し、次いで、リーダマスト14に対して圧入途中の鋼管杭2を把持したチャック装置15を下降させることで、相対的にサドル12を上昇させてクランプ装置11,…の下端部を既設鋼管杭2,…から上方に出し、さらにサドル12を前方に移動させる。また、この際に、各クランプ装置11,…が把持していた既設鋼管杭2,…よりもそれぞれ一本前の鋼管杭2,…上までクランプ装置11,…を移動させる。次いで、サドル12を下降させて、クランプ装置11,…を鋼管杭2,…内に挿入された状態とし、クランプ装置11に鋼管杭2,…を把持させる。これにより、杭圧入機1が鋼管杭2一本分に対応して前進することになる。鋼管杭2を圧入するたびに上述の操作を繰り返すことで、杭圧入機1を鋼管杭2一本分に対応する距離だけ前進させることができる。
Moreover, since the raising / lowering range of the chuck device 15 is limited, the chuck device 15 is lowered by holding the steel pipe piles 2... And the chuck device 15 is lifted by releasing the steel tube piles 2. It is like that. Thus, the press-fitting of the steel pipe piles 2... And the closing member 3 to be described later is repeated one stroke at a time, and the press-fitting is deeper than the lifting range of the chuck device 15.
When the pile press-in machine 1 sequentially press-fits the steel pipe piles 2,..., As shown in FIG. 1 (A), a new steel pipe is placed in front of the existing steel pipe pile 2 gripped by the above-described leading clamp device 11. After the pile 2 is press-fitted, the slide base 13 is further moved forward, and the steel pipe pile 2 is press-fitted into a position which is two before, in this case, the existing steel pipe pile 2, which is clamped by the clamping device 11 during the press-fitting. Next, by lowering the chuck device 15 that holds the steel pipe pile 2 that is being pressed into the leader mast 14 relative to the leader mast 14, the saddle 12 is relatively raised so that the lower ends of the clamp devices 11,. From the existing steel pipe piles 2..., The saddle 12 is moved forward. At this time, the clamp devices 11,... Are moved above the steel pipe piles 2,... One before the existing steel pipe piles 2,. Next, the saddle 12 is lowered, and the clamp devices 11 are inserted into the steel pipe piles 2... And the clamp device 11 grips the steel pipe piles 2. Thereby, the pile press-in machine 1 moves forward corresponding to one steel pipe pile 2. By repeating the above operation every time the steel pipe pile 2 is press-fitted, the pile press-in machine 1 can be advanced by a distance corresponding to one steel pipe pile 2.

本発明の閉塞部材アタッチメント4は、図1及び図2に示すように、チャック装置15で把持することが可能で、閉塞部材3を上下に貫通可能な筒状本体部41と、前記筒状本体部41内を貫通する閉塞部材3を把持する把持部42とを備えている。
筒状本体部41は、例えば、チャック装置15で把持可能とするために、鋼管杭2と略同径で略同じ外周形状を有する円筒形状に形成されている。基本的には、鋼管杭2と同様の鋼管から構成することが可能であるが、繰り返し使用されることから、鋼管杭2よりも強度が高い形状(例えば、厚みが鋼管杭2よりも厚い形状や、内部に補強リブ(円周方向や軸方向に沿ったリブ)を設けた形状など)を有することが好ましい。
As shown in FIGS. 1 and 2, the closing member attachment 4 of the present invention can be gripped by a chuck device 15 and can have a cylindrical main body 41 that can vertically penetrate the closing member 3, and the cylindrical main body. And a gripping portion 42 for gripping the closing member 3 penetrating through the portion 41.
For example, the cylindrical main body 41 is formed in a cylindrical shape having substantially the same diameter and the same outer peripheral shape as the steel pipe pile 2 so as to be gripped by the chuck device 15. Basically, it can be composed of the same steel pipe as the steel pipe pile 2, but since it is used repeatedly, the shape is stronger than the steel pipe pile 2 (for example, the shape is thicker than the steel pipe pile 2). In addition, it is preferable to have reinforcing ribs (a shape provided with ribs along the circumferential direction or the axial direction) inside.

前記把持部42は、筒状本体部41の下端部に形成され、その少なくとも一部が筒状本体部41の下端より下方に露出している。把持部42の露出部分の上下幅は、ほぼクランプ装置11の上下幅と同様になっている。
そして、把持部42は、筒状本体部41に固定された略半円弧状の固定部43と、該固定部43と同様の半円弧状の可動部44とを有し、これら固定部43と可動部44とを合わせることにより、内側に閉塞部材3を上下に貫通可能な穴を有し、かつ、鋼管杭2内に挿入可能な略円筒形状となる。すなわち、半円弧状の固定部43の凹部側と可動部44の凹部側とを対向させて形成される円筒状の把持部42は、その内径が閉塞部材3より大きく、外径が鋼管杭2の内径より小さくされている。なお、把持部42は、後述するように拡径可能となっており、鋼管杭2の内径より外径を僅かに大きくすることが可能である。
The grip portion 42 is formed at the lower end portion of the cylindrical main body portion 41, and at least a part thereof is exposed below the lower end of the cylindrical main body portion 41. The vertical width of the exposed portion of the grip portion 42 is substantially the same as the vertical width of the clamp device 11.
The grip portion 42 includes a substantially semicircular arc-shaped fixed portion 43 fixed to the cylindrical main body portion 41 and a semicircular arc-shaped movable portion 44 similar to the fixed portion 43. By combining with the movable part 44, the inside has a hole through which the closing member 3 can be vertically penetrated, and a substantially cylindrical shape that can be inserted into the steel pipe pile 2. That is, the cylindrical gripping portion 42 formed by facing the concave portion side of the semicircular arc-shaped fixed portion 43 and the concave portion side of the movable portion 44 has an inner diameter larger than that of the closing member 3 and an outer diameter of the steel pipe pile 2. It is smaller than the inner diameter. In addition, the holding | grip part 42 can be diameter-expanded so that it may mention later, and can make an outer diameter slightly larger than the internal diameter of the steel pipe pile 2. FIG.

そして、固定部43は、その上端部が筒状本体部41に強固に固定されている。また、固定部43と可動部44とが最も接近して対向させられるそれぞれの左右両端部は、油圧シリンダ装置45,45により接続されており、左右二つの油圧シリンダ装置45,45の伸縮に対応して把持部42を拡縮自在(遠近(接離)方向に移動自在)としている。
また、固定部43と可動部44の最も離れて対向させられた中央部からは、それぞれ、対向する方向に閉塞部材3を挟持する第1及び第2挟持部46,47が突出するように設けられている。
The upper end portion of the fixing portion 43 is firmly fixed to the cylindrical main body portion 41. Also, the left and right end portions where the fixed portion 43 and the movable portion 44 are most closely opposed to each other are connected by the hydraulic cylinder devices 45 and 45, so that the two left and right hydraulic cylinder devices 45 and 45 can be expanded and contracted. Thus, the gripping portion 42 can be expanded and contracted (movable in the perspective (contact / separation) direction).
In addition, the first and second clamping parts 46 and 47 that clamp the closing member 3 in the opposing direction are provided so as to protrude from the center part of the fixed part 43 and the movable part 44 that are opposed to each other at the most distance. It has been.

なお、この実施形態においては、閉塞部材3として、L字鋼(等辺山形鋼)が用いられており、第1及び第2挟持部46,47は、L字鋼の直角に接合された形状の2片のうちの1辺を挟持するのに対応した形状となっている。また、閉塞部材3は、左右に並んで圧入された鋼管杭2、2の両方に略当接した状態で圧入することで、鋼管杭2,2同士の間を閉塞し、これにより、鋼管杭2,…及び閉塞部材3,…からなる壁状構造物に止水性を付与することになり、閉塞部材3は止水部材となる。なお、閉塞部材3にスリットや穴等を設けて透水性を持たせても良い。すなわち、閉塞部材3は、土留めが可能で、かつ、透水性を有するものように、完全に鋼管杭同士の間を閉塞するものでなく、部分的に閉塞するものであっても良いし、止水部材として鋼管杭同士の間をほぼ完全に閉塞するものであっても良い。
そして、第1挟持部46は、その前端面がL字鋼からなる閉塞部材3の一辺より僅かに狭い幅とされ、固定部43の円弧の内側となる凹んだ中央部から可動部側へ突出し、その前端面が可動部44の円弧の内側となる凹んだ中央部内まで延出している。
In this embodiment, L-shaped steel (equilateral mountain-shaped steel) is used as the closing member 3, and the first and second sandwiching portions 46 and 47 have a shape joined at right angles to the L-shaped steel. The shape corresponds to sandwiching one side of the two pieces. Further, the closing member 3 closes between the steel pipe piles 2 and 2 by press-fitting the steel pipe piles 2 and 2 in a state of being substantially in contact with both of the steel pipe piles 2 and 2 which are press-fitted side by side. Water blocking property is imparted to the wall-shaped structure composed of 2,... And the blocking member 3, and the blocking member 3 becomes a water blocking member. The blocking member 3 may be provided with water permeability by providing slits or holes. That is, the closing member 3 can be earthed and does not completely close between steel pipe piles so as to have water permeability, and may be partially closed. As the water stop member, the steel pipe piles may be completely closed.
The first clamping portion 46 has a front end surface that is slightly narrower than one side of the closing member 3 made of L-shaped steel, and protrudes from the recessed central portion inside the arc of the fixed portion 43 toward the movable portion. The front end surface of the movable portion 44 extends into the recessed central portion that is the inner side of the arc.

また、第2挟持部47は、第1挟持部46と略同形状に形成されるが、その長さが第1挟持部46よりも短く、その前端面が可動部44の凹部内から出ないようになっているとともに、第1挟持部46の前端面との間に僅かに間隔があくようになっている。
ここで、上述の油圧シリンダ装置45,45を伸長方向(ピストンの前進)に作動させると、固定部43の第1挟持部46の前端面と、可動部44の第2挟持部47の前端面との間に、閉塞部材3の厚みより長い間隔(距離)があき、第1挟持部46と第2挟持部47との間に閉塞部材3の一辺側を挿入可能となる。
また、油圧シリンダ装置45,45を縮小方向(ピストン後退させるよう)に作動させると、固定部43の第1挟持部46の前端面と、可動部44の第2挟持部47の前端面との間の距離が、閉塞部材3の厚みよりも短くなる。従って、油圧シリンダ装置45,45を伸長して把持部42を拡径して、第1挟持部46と第2挟持部47との間に閉塞部材3の一辺側を挿入し、次いで、油圧シリンダ装置45,45を縮小方向に作動することで、図2(A)に示すように、閉塞部材3を挟持することができる。
The second clamping part 47 is formed in substantially the same shape as the first clamping part 46, but its length is shorter than that of the first clamping part 46, and its front end surface does not come out of the recess of the movable part 44. In addition, there is a slight gap between the first end portion 46 and the front end surface.
Here, when the hydraulic cylinder devices 45, 45 described above are operated in the extending direction (advance of the piston), the front end surface of the first clamping portion 46 of the fixed portion 43 and the front end surface of the second clamping portion 47 of the movable portion 44. There is an interval (distance) longer than the thickness of the closing member 3, and one side of the closing member 3 can be inserted between the first holding portion 46 and the second holding portion 47.
Further, when the hydraulic cylinder devices 45 and 45 are operated in the contracting direction (retracting the piston), the front end face of the first holding part 46 of the fixed part 43 and the front end face of the second holding part 47 of the movable part 44 The distance between them becomes shorter than the thickness of the closing member 3. Accordingly, the hydraulic cylinder devices 45, 45 are extended to expand the grip portion 42, and one side of the closing member 3 is inserted between the first clamping portion 46 and the second clamping portion 47, and then the hydraulic cylinder By operating the devices 45, 45 in the reduction direction, the closing member 3 can be held as shown in FIG.

また、第1挟持部46を第2挟持部47より長くしたことで、これらの間にL字鋼からなる閉塞部材3の1辺側を挟持させた場合に、閉塞部材3の入隅側の角部内となる部分のほぼ中央部分を把持部42の中央部分に配置できるようになっている。
なお、第1挟持部46及び第2挟持部47は、それぞれ固定部43及び可動部44に対して着脱可能に取り付けるものとし、後述の別形状の閉塞部材3a〜cを挟持可能な第1挟持部46a〜c及び第2挟持部47a〜cに交換可能としても良い。
また、第1挟持部46及び第2挟持部47の前端面には滑り止めとなる爪部を設けても良い。
Moreover, when the 1st clamping part 46 was made longer than the 2nd clamping part 47, when the 1 side of the closure member 3 which consists of L-shaped steel is pinched | interposed between these, the entrance corner side of the closure member 3 is provided. The substantially central portion of the portion within the corner portion can be arranged at the central portion of the grip portion 42.
The first sandwiching portion 46 and the second sandwiching portion 47 are detachably attached to the fixed portion 43 and the movable portion 44, respectively. The first sandwiching member 3a to 3c, which will be described later, can be sandwiched. The parts 46a to 46c and the second holding parts 47a to 47c may be exchangeable.
Further, the front end surfaces of the first sandwiching portion 46 and the second sandwiching portion 47 may be provided with a claw portion that prevents slipping.

また、把持部42の外径は、油圧シリンダ装置45,45を縮小方向に作動して縮径すると、鋼管杭2の内径よりも小さくなり、鋼管杭2内に把持部42を挿入可能となり、油圧シリンダ装置45,45を伸長方向に作動させると鋼管杭2の内径よりも僅かに大きくなる。
従って、油圧シリンダ装置45,45を縮小して把持部42を縮径した状態で、把持部42を鋼管杭2内に挿入してから油圧シリンダ装置45,45を伸長して把持部42を拡径すると、図2(B)に示すように、固定部43及び可動部44が鋼管杭2内面に押しつけられてクランプ装置11,…と同様に鋼管杭2を把持することができる。
Further, the outer diameter of the grip portion 42 is smaller than the inner diameter of the steel pipe pile 2 when the hydraulic cylinder devices 45, 45 are operated in the reduction direction to reduce the diameter, and the grip portion 42 can be inserted into the steel pipe pile 2. When the hydraulic cylinder devices 45, 45 are operated in the extending direction, they become slightly larger than the inner diameter of the steel pipe pile 2.
Therefore, in a state where the hydraulic cylinder devices 45, 45 are reduced to reduce the grip portion 42, the grip portion 42 is inserted into the steel pipe pile 2 and then the hydraulic cylinder devices 45, 45 are extended to expand the grip portion 42. If it diameters, as shown to FIG. 2 (B), the fixed part 43 and the movable part 44 will be pressed on the steel pipe pile 2 inner surface, and the steel pipe pile 2 can be hold | gripped similarly to the clamp apparatus 11, ....

以上のような杭圧入機1と閉塞部材アタッチメント4とを用いた閉塞部材3の圧入方法を説明する。まず、図1及び図3,4,5に示すように、鋼管杭2,…を列状(ここでは円弧状に湾曲した状態)に連続的に圧入する。この場合には、上述のように、杭圧入機1を鋼管杭2一本分ずつ移動させるとともに、鋼管杭2を圧入する。   A method for press-fitting the closing member 3 using the pile press-in machine 1 and the closing member attachment 4 will be described. First, as shown in FIGS. 1, 3, 4, and 5, the steel pipe piles 2,... Are continuously press-fitted in a row (here, curved in an arc shape). In this case, as described above, the pile presser 1 is moved by one steel pipe pile 2 and the steel pipe pile 2 is press-fitted.

次ぎに、クレーン等で、閉塞部材アタッチメント4を吊上げて、鋼管杭2上の杭圧入機1のチャック装置15に挿入して、筒状本体部41をチャック装置15に把持させる。
次ぎに、図1()及び図3に示すようにチャック装置15に把持された閉塞部材アタッチメント4の把持部42を縮径して最後に圧入した鋼管杭2内に挿入した後に拡径させ、把持部42で鋼管杭2を把持させる。この状態で、鋼管杭2を把持した閉塞部材アタッチメント4をチャック装置15で把持することで、杭圧入機1を閉塞部材アタッチメント4を介して鋼管杭2に支持させることが可能となる。
Next, the closing member attachment 4 is lifted by a crane or the like and inserted into the chuck device 15 of the pile press-in machine 1 on the steel pipe pile 2 so that the cylindrical main body 41 is gripped by the chuck device 15.
Next, as shown in FIG. 1 ( C ) and FIG. 3, the gripping portion 42 of the closing member attachment 4 gripped by the chuck device 15 is reduced in diameter and inserted into the steel pipe pile 2 that is finally press-fitted, and then the diameter is increased. The steel pipe pile 2 is gripped by the gripping part 42. In this state, by holding the closing member attachment 4 holding the steel pipe pile 2 with the chuck device 15, the pile press-in machine 1 can be supported on the steel pipe pile 2 via the closing member attachment 4.

次いで、クランプ装置11,…による鋼管杭2,…の把持を解除し、リーダマスト14に対して鋼管杭2に閉塞部材アタッチメント4を介して固定されたチャック装置15を下降させるように動作させることで、クランプ装置11、サドル12等を上昇させる。
これにより、クランプ装置11,…が鋼管杭2から上方に出た状態となる。次ぎに、スライドベース13に対してサドル12を鋼管杭2の1本分だけ(鋼管杭2同士の間の間隔を含む)後方に移動させる。次いで、サドル12及びクランプ装置11等を下降させることで、前より一本分だけ後の鋼管杭2,…にそれぞれクランプ装置11,…を挿入し、クランプ装置11,…により鋼管杭2,…を把持する。
Subsequently, the gripping of the steel pipe piles 2,... By the clamp devices 11,... Is released, and the chuck device 15 fixed to the steel pipe piles 2 via the closing member attachment 4 is moved downward with respect to the leader mast 14. Then, the clamp device 11, the saddle 12 and the like are raised.
Thereby, it will be in the state where clamp device 11, ... came out from steel pipe pile 2 upward. Next, the saddle 12 is moved backward (including the interval between the steel pipe piles 2) by one steel pipe pile 2 with respect to the slide base 13. Next, by lowering the saddle 12 and the clamp device 11 and the like, the clamp devices 11,... Are inserted into the steel pipe piles 2,. Grip.

これにより、杭圧入機1が鋼管杭2,…上で後方に鋼管杭2一本分だけ移動したことになる。次ぎに、把持部42を縮径するとともにチャック装置15を上昇させることで、把持部42による鋼管杭2の把持を解除するとともに、把持部42を鋼管杭2から上方に外した状態とする。次ぎに、スライドベース13の前後動やリーダマスト14の旋回により、隣り合う鋼管杭2,2同士の間の左右のうちの一方側となる位置、ここでは、隣り合う鋼管杭2,2の中心同士を結ぶ線分よりどちらか一方にずれた位置(圧入された鋼管杭を土留め壁等として使用する場合に土圧がかかる側)上にチャック装置15移動し、閉塞部材3をクレーン等で吊上げて閉塞部材アタッチメント4内に挿入する。この際には、把持部42を拡径して、上述のように第1挟持部46と第2挟持部47との間に、閉塞部材3を挿入し、次いで把持部42を縮径して、閉塞部材アタッチメント4に閉塞部材3を把持させる。   As a result, the pile press-in machine 1 has moved backward by one steel pipe pile 2 on the steel pipe piles 2. Next, by reducing the diameter of the gripping portion 42 and raising the chuck device 15, the gripping portion 42 is released from the steel pipe pile 2 while releasing the gripping of the steel pipe pile 2 by the gripping portion 42. Next, the position which becomes one side of the left and right between adjacent steel pipe piles 2 and 2 by the back-and-forth movement of the slide base 13 and the turning of the leader mast 14, here, the center of the adjacent steel pipe piles 2 and 2 Move the chuck device 15 to a position shifted to either one of the line segments connecting them (when the press-fitted steel pipe pile is used as a retaining wall, etc.) and move the chuck device 15 with a crane or the like. Lift and insert into the closure member attachment 4. At this time, the gripping portion 42 is expanded in diameter, and the closing member 3 is inserted between the first clamping portion 46 and the second clamping portion 47 as described above, and then the gripping portion 42 is reduced in diameter. The closing member 3 is gripped by the closing member attachment 4.

なお、閉塞部材3の軸心回りに回転する方向の角度は、杭把持部19をチャック装置15の外周部に対して回転させることで調整可能となっている。すなわち、鋼管杭2の回転圧入時に使用される回転機構を用いて閉塞部材3の角度を調整可能となっている。そして、図1()及び図4に示すように、メイン油圧シリンダ16,16によりチャック装置15を下降させることにより、L字状の閉塞部材3の2辺をそれぞれ隣り合う鋼管杭2,2に沿わせるように閉塞部材3を圧入する。
すなわち、閉塞部材3の圧入は、チャック装置15に閉塞部材アタッチメント4を介して把持されることと、圧入中に杭把持部19を回転させないこと以外は、鋼管杭2の圧入と同様に行われる。なお、閉塞部材3の1ストローク分の圧入が終わった場合に、チャック装置15による閉塞部材アタッチメント4の把持は解除せずに、閉塞部材アタッチメント4による閉塞部材3の把持を解除して、チャック装置15を上昇させ、次いで、閉塞部材アタッチメント4で閉塞部材3を把持した状態でチャック装置15を下降させる。
The angle in the direction of rotation around the axis of the closing member 3 can be adjusted by rotating the pile gripping portion 19 with respect to the outer peripheral portion of the chuck device 15. That is, the angle of the closing member 3 can be adjusted using a rotation mechanism used when the steel pipe pile 2 is rotationally press-fitted. And as shown in FIG.1 ( B ) and FIG. 4, by lowering the chuck apparatus 15 with the main hydraulic cylinders 16 and 16, the steel pipe piles 2 and 2 which adjoin two sides of the L-shaped obstruction | occlusion member 3 respectively. The closing member 3 is press-fitted so as to follow along.
That is, the press-fitting of the closing member 3 is performed in the same manner as the press-fitting of the steel pipe pile 2 except that the chuck device 15 is gripped via the closing member attachment 4 and the pile gripping portion 19 is not rotated during the press-fitting. . In addition, when the press-fitting of the closing member 3 for one stroke is finished, the gripping of the closing member 3 by the closing member attachment 4 is released without releasing the holding of the closing member attachment 4 by the chuck device 15. Next, the chuck device 15 is lowered while the closing member 3 is gripped by the closing member attachment 4.

また、閉塞部材3の上端の高さ位置を圧入された鋼管杭2の上端の高さ位置と同じにしようとすると、閉塞部材アタッチメント4の下端が鋼管杭2に当ってしまうので、閉塞部材3と鋼管杭2との高さ位置を同じにする場合には、鋼管杭2に邪魔されずに圧入できる位置(もしくはそれより上の余裕を持った位置)まで閉塞部材3を圧入した後に、閉塞部材アタッチメント4による閉塞部材3の把持を解除し、チャック装置15を上昇させて閉塞部材アタッチメント4を閉塞部材3の上端より高い位置まで上げる。次いで、閉塞部材アタッチメント4の、例えば、固定部43が閉塞部材3の真上にくるようにチャック装置15をスライドベース13及びリーダマスト14の旋回等により水平移動する。そして、チャック装置15をメイン油圧シリンダ16,16により下降させることで、固定部43により閉塞部材3の上端を下方に押しつけて、閉塞部材3をさらに圧入し、閉塞部材3の上端を鋼管杭2の上端と同じ高さ位置とする。   Moreover, since the lower end of the closure member attachment 4 will hit the steel pipe pile 2 when trying to make the height position of the upper end of the closure member 3 the same as the height position of the upper end of the press-fitted steel pipe pile 2, the closure member 3 When the height position of the steel pipe pile 2 is made the same, the plugging member 3 is pressed into a position where it can be press-fitted without being obstructed by the steel pipe pile 2 (or a position with a margin above it), and then the blockage is closed. The gripping of the closing member 3 by the member attachment 4 is released, and the chuck device 15 is raised to raise the closing member attachment 4 to a position higher than the upper end of the closing member 3. Next, the chuck device 15 is moved horizontally by turning the slide base 13 and the leader mast 14 so that the fixing portion 43 of the closing member attachment 4 is positioned directly above the closing member 3, for example. Then, by lowering the chuck device 15 by the main hydraulic cylinders 16, 16, the upper end of the closing member 3 is pressed downward by the fixing portion 43, the closing member 3 is further press-fitted, and the upper end of the closing member 3 is moved to the steel pipe pile 2. The same height as the top of the.

そして、再び、図5に示すように、チャック装置15を水平方向に移動して、閉塞部材アタッチメント4を鋼管杭2(前の鋼管杭2より一本後の鋼管杭2)上に移動して上述のように鋼管杭2を把持させる。次いで、上述の杭圧入機1の後方側への鋼管杭2,…上の移動と、閉塞部材3の圧入とを繰り返すことにより、列状に配列された鋼管杭2,…同士の間の全てに閉塞部材3を圧入する。   Then, again, as shown in FIG. 5, the chuck device 15 is moved in the horizontal direction, and the closing member attachment 4 is moved onto the steel pipe pile 2 (the steel pipe pile 2 one after the previous steel pipe pile 2). The steel pipe pile 2 is gripped as described above. Next, by repeating the movement on the steel pipe piles 2,... To the rear side of the above-mentioned pile press-in machine 1 and the press-fitting of the closing member 3, all of the steel pipe piles 2,. The closing member 3 is press-fitted into.

なお、四角形上や円形状等に地盤を囲むように鋼管杭2を圧入することにより、最後に圧入された鋼管杭2の前に先に圧入された鋼管杭2が有るような場合には、杭圧入機1を後退させずに、前進させて閉塞部材3を圧入していくようにしても良い。また、鋼管杭2の圧入後の杭圧入機1を移動させた後に、杭圧入機1を鋼管杭2上で前進させて、閉塞部材3を圧入しても良い。すなわち、閉塞部材アタッチメント4を装備した杭圧入機1は、杭上で前進、後退の両方が可能で、閉塞部材3を圧入する際に状況に応じて杭圧入機1後退させても、前進させても良い。
また、閉塞部材3は、L字鋼に限られるものではなく、図6(A)に示すように、H型鋼からなる閉塞部材3a、C型鋼からなる閉塞部材3b、パイプ状の鋼材(細い鋼管)からなる閉塞部材3cであっても良い。
なお、把持部42は、閉塞部材3の断面形状が異なる場合に、第1及び第2挟持部46,47を変えることで対応することができる。例えば、H型鋼からなる閉塞部材3a用の第1及び第2挟持部46a,47aは、互いに同形状で、H型鋼のフランジ間より狭い幅を有し、ウエブを左右から挟持するようになっている。
In addition, when the steel pipe pile 2 is press-fitted so as to surround the ground in a quadrangular shape or a circular shape, in the case where there is a steel pipe pile 2 that has been press-fitted in front of the steel pipe pile 2 that has been finally press-fitted, You may make it push forward the obstruction | occlusion member 3 by making it advance, without making the pile press-in machine 1 retreat. Moreover, after moving the pile press-in machine 1 after the steel pipe pile 2 press-fit, the pile press-in machine 1 may be advanced on the steel pipe pile 2 to press-fit the closing member 3. That is, the pile presser 1 equipped with the closing member attachment 4 can be moved forward and backward on the pile, and when the closing member 3 is press-fitted, the pile presser 1 is moved backwards depending on the situation. May be.
Further, the closing member 3 is not limited to the L-shaped steel, and as shown in FIG. 6A, the closing member 3a made of H-type steel, the closing member 3b made of C-type steel, a pipe-shaped steel material (thin steel pipe) The closing member 3c made of
In addition, the holding part 42 can respond | correspond by changing the 1st and 2nd clamping parts 46 and 47, when the cross-sectional shape of the closure member 3 differs. For example, the first and second clamping portions 46a and 47a for the closing member 3a made of H-shaped steel have the same shape and have a narrower width than between the flanges of the H-shaped steel, so that the web is clamped from the left and right. Yes.

また、C型鋼からなる閉塞部材3a用の第1及び第2挟持部46b,47bも同様にウエブを左右から挟持するが、第1及び第2挟持部46b,47bの長さ関係が、L字鋼の場合と同様になっている。
また、パイプ状の鋼材からなる閉塞部材3a用の第1及び第2挟持部46c,47cは、その先端部に鋼材の外周に対応した円弧状の当接板が設けられている。
Similarly, the first and second sandwiching portions 46b and 47b for the closing member 3a made of C-shaped steel also sandwich the web from the left and right, but the length relationship between the first and second sandwiching portions 46b and 47b is L-shaped. It is the same as the case of steel.
Further, the first and second sandwiching portions 46c and 47c for the closing member 3a made of a pipe-shaped steel material are provided with arc-shaped contact plates corresponding to the outer periphery of the steel material at their tip portions.

以上のような閉塞部材アタッチメント4及び閉塞部材の圧入方法によれば、一台の杭圧入機1で、鋼管杭2の圧入と閉塞部材3の圧入が可能となりコストを低減することが可能となる。また、閉塞部材アタッチメント4を用いることにより、圧入が終了した状態の鋼管杭2,…の列状を杭圧入機1が自走可能となり、杭圧入機1を圧入済みの鋼管杭2,…の列状で移動させるとともに、移動する毎に閉塞部材3を圧入することができる。   According to the closing member attachment 4 and the closing member press-fitting method as described above, it is possible to press-fit the steel pipe pile 2 and press-fit the closing member 3 with a single pile press-fitting machine 1, thereby reducing the cost. . Further, by using the closing member attachment 4, the pile presser 1 can self-propell the row of the steel pipe piles 2 ... in the state where the press-fitting is completed, and the pile presser 1 is inserted into the steel pipe piles 2, ... While moving in a row, the closing member 3 can be press-fitted each time it moves.

本発明の実施形態の杭圧入機及び閉塞部材アタッチメントを用いた閉塞部材の圧入方法を説明するための図面である。It is drawing for demonstrating the press-fitting method of the obstruction | occlusion member using the pile press-fit machine and obstruction | occlusion member attachment of embodiment of this invention. 閉塞部材アタッチメントの把持部を示す平面図である。It is a top view which shows the holding part of a closure member attachment. 前記閉塞部材の圧入方法を説明するための図面である。It is drawing for demonstrating the press-fitting method of the said obstruction | occlusion member. 前記閉塞部材の圧入方法を説明するための図面である。It is drawing for demonstrating the press injection method of the said obstruction | occlusion member. 前記閉塞部材の圧入方法を説明するための図面である。It is drawing for demonstrating the press-fitting method of the said obstruction | occlusion member. 閉塞部材アタッチメントの把持部の変形例を示す平面図である。It is a top view which shows the modification of the holding part of a closure member attachment.

符号の説明Explanation of symbols

1 杭圧入機
11 クランプ装置
13 サドル(圧入機本体部)
15 チャック装置
2 鋼管杭(杭、筒状杭)
3(3a、3b、3c) 閉塞部材
4 閉塞部材アタッチメント
41 筒状本体部
42 把持部
1 Pile press machine 11 Clamping device 13 Saddle (press machine main part)
15 Chuck device 2 Steel pipe pile (pile, cylindrical pile)
3 (3a, 3b, 3c) Closing member 4 Closing member attachment 41 Cylindrical main body 42 Gripping part

Claims (3)

昇降自在なチャック装置で、杭を把持して下降させることにより杭を圧入する杭圧入機を用いて複数の杭を連続的に圧入した際に、隣り合う圧入された杭同士の間を閉塞する閉塞部材を前記杭圧入機のチャック装置を用いて圧入するための閉塞部材アタッチメントであって、
前記チャック装置で把持することが可能で、前記閉塞部材を上下に貫通可能な筒状本体部と、
前記筒状本体部内を貫通する閉塞部材を把持する把持部と、
を備えたことを特徴とする閉塞部材アタッチメント。
When a plurality of piles are press-fitted continuously using a pile press-in machine that press-fits the piles by gripping and lowering the piles with a vertically movable chuck device, the adjacent press-fitted piles are closed. A closing member attachment for press-fitting the closing member using the chuck device of the pile press-in machine,
A cylindrical main body that can be gripped by the chuck device and can vertically penetrate the closing member;
A gripping part for gripping a closing member penetrating through the cylindrical main body part;
An occluding member attachment comprising:
前記杭が筒状杭とされ、
前記把持部の少なくとも一部が前記筒状本体部の下端より下方に露出して形成され、
前記把持部が径を拡縮自在とされ、
前記把持部内に閉塞部材を貫通させた状態で縮径することにより閉塞部材を把持し、
把持部の少なくとも一部を筒状杭端部内に挿入した状態で拡径することにより筒状杭を把持することを特徴とする請求項1に記載の閉塞部材アタッチメント。
The pile is a cylindrical pile,
At least a part of the grip part is formed to be exposed below the lower end of the cylindrical main body part,
The gripping portion is capable of expanding and contracting the diameter,
Grasping the closing member by reducing the diameter in a state where the closing member is passed through the gripping part,
The closure member attachment according to claim 1, wherein the cylindrical pile is gripped by expanding the diameter in a state where at least a part of the gripping part is inserted into the cylindrical pile end portion.
請求項1又は2に記載の閉塞部材アタッチメントを用いて閉塞部材を圧入する閉塞部材の圧入方法であって、
前記杭圧入機の前記チャック装置に前記閉塞部材アタッチメントを把持させるとともに、該閉塞部材アタッチメントに閉塞部材を把持させて、前記チャック装置により、隣り合う杭同士の間に前記閉塞部材を圧入することを特徴とする閉塞部材の圧入方法。
A method for press-fitting a closing member using a closing member attachment according to claim 1 or 2, wherein the closing member is press-fitted.
The chuck device of the pile press-fitting machine grips the blocking member attachment, and the blocking member attachment grips the blocking member, and the chuck device press-fits the blocking member between adjacent piles. A method for press-fitting an occluding member.
JP2004356875A 2004-12-09 2004-12-09 Occlusion member attachment and occlusion member press-fitting method Active JP4431028B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004356875A JP4431028B2 (en) 2004-12-09 2004-12-09 Occlusion member attachment and occlusion member press-fitting method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004356875A JP4431028B2 (en) 2004-12-09 2004-12-09 Occlusion member attachment and occlusion member press-fitting method

Publications (2)

Publication Number Publication Date
JP2006161477A JP2006161477A (en) 2006-06-22
JP4431028B2 true JP4431028B2 (en) 2010-03-10

Family

ID=36663800

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004356875A Active JP4431028B2 (en) 2004-12-09 2004-12-09 Occlusion member attachment and occlusion member press-fitting method

Country Status (1)

Country Link
JP (1) JP4431028B2 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6837817B2 (en) * 2016-11-30 2021-03-03 株式会社技研製作所 Pile press-fitting method and pile gripping claw attachment unit
JP2019044483A (en) * 2017-09-04 2019-03-22 株式会社技研製作所 Pile press-in apparatus and pile press-in method
JP7182986B2 (en) * 2018-10-10 2022-12-05 株式会社技研製作所 Pile press-in device, self-running method of pile press-in device on pile, and method for constructing sheet pile continuous wall
JP7182987B2 (en) 2018-10-10 2022-12-05 株式会社技研製作所 Pile press-in device
JP7233969B2 (en) * 2019-02-28 2023-03-07 株式会社技研製作所 Pile press-in device and pile press-in construction method
JP7233970B2 (en) * 2019-02-28 2023-03-07 株式会社技研製作所 Attachment for pile gripping claws, mounting method and mounting system thereof

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5810940U (en) * 1981-07-15 1983-01-24 株式会社 技研製作所 Pile driving/pulling equipment
JPH0538126Y2 (en) 1987-06-30 1993-09-27
JPH076196Y2 (en) 1991-06-05 1995-02-15 株式会社技研製作所 Chuck device for press-in / pull-out machine for steel pipe pile
JP2004278287A (en) * 2003-02-28 2004-10-07 Nippon Steel Corp Permeable steel pipe earth-retaining type retaining wall structure

Also Published As

Publication number Publication date
JP2006161477A (en) 2006-06-22

Similar Documents

Publication Publication Date Title
EP1787051B1 (en) Underwater pipe-laying apparatus and method
JP4431028B2 (en) Occlusion member attachment and occlusion member press-fitting method
US5033554A (en) Well point placement and removal apparatus
JPH10168879A (en) Pulling method for steel sheet pile
US20050086790A1 (en) Press-in apparatus for Z profile sheet pile and press-in method of Z profile sheet pile
JP4602319B2 (en) Pile press machine and pile press method
JP5579900B1 (en) Self-propelled adapter and pile construction method
JP5961443B2 (en) Self-propelled adapter and pile construction method
JP5759027B2 (en) Pile presser
JP2008057171A (en) Press-in machine for steel sheet pile
JP2002167758A (en) Pile press-in machine and pile press-in method
JPH0538126Y2 (en)
JPH076196Y2 (en) Chuck device for press-in / pull-out machine for steel pipe pile
JPH0772419B2 (en) Clamping mechanism of pile press-fitting / extracting machine for steel pipe pile
JP5788960B2 (en) Pile presser
JP3163062B2 (en) Pile press-in device
JPH0624423Y2 (en) Reaction force stand for steel pipe pile punching machine
JP7182986B2 (en) Pile press-in device, self-running method of pile press-in device on pile, and method for constructing sheet pile continuous wall
JP3805742B2 (en) Pipe clamp press-fitting device, joining / press-fitting device and joining / press-fitting method
JPH06200525A (en) Pile press-in method, and pile press-in and pull-out machine therefor
JP2000002070A (en) Pile jacking device
JP6753656B2 (en) Pile extraction machine
JP4536954B2 (en) Pile press machine and pile press method
JP2005213867A (en) Vibrator system for concrete compaction, and lining concrete compaction method for tunnel
JPH0630222U (en) Reaction force stand for steel pipe pile punching machine

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20071114

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20090630

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20090929

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20091106

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20091201

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20091218

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121225

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 4431028

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20151225

Year of fee payment: 6

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250