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JP2019085845A - Lifting device of pipe pile and lifting method of pipe pile - Google Patents

Lifting device of pipe pile and lifting method of pipe pile Download PDF

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JP2019085845A
JP2019085845A JP2017217148A JP2017217148A JP2019085845A JP 2019085845 A JP2019085845 A JP 2019085845A JP 2017217148 A JP2017217148 A JP 2017217148A JP 2017217148 A JP2017217148 A JP 2017217148A JP 2019085845 A JP2019085845 A JP 2019085845A
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pipe pile
lifting
pile
plane
track
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JP6562364B2 (en
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嶋田　健
Takeshi Shimada
健 嶋田
原田　智弘
Toshihiro Harada
智弘 原田
新太 石塚
Shinta Ishizuka
新太 石塚
義久 岡
Yoshihisa Oka
義久 岡
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Penta Ocean Construction Co Ltd
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Abstract

【課題】鋼管杭等の管杭を吊り起こす際に管杭の下端の破損を防止することができる管杭の吊り起こし補助装置及び管杭の吊り起こし方法を提供する。【解決手段】管杭１の吊り起こし装置は、管杭１の他端に取付けられる吊り起こし補助具２を備え、吊り起こし補助具２は、平面上を移動可能な補助具本体６と、補助具本体６に回動可能に支持され、管杭１の端部縁と着脱可能に連結される連結部７とを備え、管杭１と平面との間に移動可能に介在されるようにしたので、吊り起こし作業に伴う管杭端部と平面との摺動を回避し、管杭開先部を保護することができる。【選択図】図１A pipe pile lifting auxiliary device and a pipe pile lifting method capable of preventing the lower end of a pipe pile from being damaged when the pipe pile such as a steel pipe pile is lifted. A lifting device for a pipe pile (1) includes a lifting aid (2) attached to the other end of the pipe pile (1). It is rotatably supported by the tool body 6 and has a connection part 7 detachably connected to the end edge of the pipe pile 1, and is movably interposed between the pipe pile 1 and the plane. Therefore, it is possible to avoid sliding between the end of the pipe pile and the flat surface during lifting work, and protect the groove of the pipe pile. [Selection drawing] Fig. 1

Description

本発明は、鋼管杭等の管杭の施工にあたり、横たえられている管杭を立ち上げる際に使用する管杭の吊り起こし装置及び管杭の吊り起こし方法に関する。   The present invention relates to a pipe pile lifting and lowering device and a pipe pile lifting and lowering method for use in raising a laid-out pipe pile in the construction of a pipe pile such as a steel pipe pile.

従来、鋼管杭等の管杭は、地上や運搬船の甲板等の平面上に角材等からなる枕木を杭軸方向に間隔を置いて設置し、当該複数の枕木を介して管杭を平面上に横たえた状態とするとともに、横たえた管杭の底部に転がり防止用のキャンバ（楔部材）を嵌め込み、移動を防止した状態で仮置きされ、施工する際には、管杭の一端側にワイヤを取り付け、当該一端側をクレーンによって吊り上げ、管杭を立ち上げるようになっている（例えば、特許文献１を参照）。   Conventionally, pipe piles, such as steel pipe piles, are installed on the ground or on a plane of the deck of a transport ship at intervals in the axial direction of the piles made of square bars, etc. A camber (barb member) for anti-rolling is inserted into the bottom of the laid pipe pile and temporarily placed in a state in which movement is prevented, and a wire is attached to one end of the pipe pile. It is attached, and the said one end side is lifted by a crane, and it raises a pipe pile (for example, refer patent document 1).

特開２００６−２７４６７３号公報Unexamined-Japanese-Patent No. 2006-274673

しかしながら、上述の如き従来の技術では、管杭の一端側を吊り上げるに従って、当該一端側から管杭を支持する枕木及びキャンバより離脱するため、管杭が揺動及び回転し易くなり、支持している状態の枕木からも離脱してしまうおそれがある。   However, in the prior art as described above, as one end side of the pipe pile is lifted, the pipe pile is more easily oscillated and rotated because it is separated from the ties and camber supporting the pipe pile from the one end side There is also a risk of leaving the sleeper in a state of being

また、吊り上げられた管杭は、所定の角度まで立ち上がると、全ての枕木から離脱するとともに、下端（開先部）が地上や運搬船の甲板等の平面と接触し、接触したままの状態でさらに立ち上げられるため、開先部が平面と摺動して破損するおそれがあった。   In addition, when the lifted pipe pile rises up to a predetermined angle, it separates from all the sleepers, and the lower end (groove portion) contacts the ground or a plane such as the deck of the carrier, and remains in contact. There is a possibility that the groove portion may be damaged by sliding on a flat surface because it is raised.

特に、この種の鋼管杭は、必要に応じて、既設の鋼管杭の上端に新たな鋼管杭の開先部を突き合わせ、溶接によって両鋼管を連結することから、開先部が破損するとこの連結作業に支障を生じるおそれがあった。   In particular, this kind of steel pipe pile abuts the groove of the new steel pipe pile to the upper end of the existing steel pipe pile, if necessary, and welds the steel pipes by welding. There was a risk of problems in work.

また、従来の技術では、複数の管杭を横たえて仮置きする際、杭の転がりを防止するキャンバを杭と杭の間に入って設置しなければならず危険を伴うという問題があった。   Further, in the prior art, when temporarily placing a plurality of pipe piles horizontally, there is a problem that a camber for preventing rolling of the piles must be installed between the piles and between the piles, resulting in danger.

そこで、本発明は、このような従来の問題に鑑み、鋼管杭等の管杭を吊り起こす際に管杭の下端の破損を防止することができる管杭の吊り起こし補助装置及び管杭の吊り起こし方法の提供を目的としてなされたものである。   Then, in view of such a conventional problem, the present invention can prevent the lower end of the pipe pile from being damaged when suspending the pipe pile such as a steel pipe pile or the like, and the pipe pile lifting support device and the pipe pile The purpose is to provide a method of raising.

上述の如き従来の問題を解決するための請求項1に記載の発明の特徴は、平面上に横たえた状態の前記管杭の一端側を吊り上げ、該管杭を吊り起こすようにした管杭の吊り起こし装置において、前記管杭の他端に取付けられる吊り起こし補助具と、前記平面上に設置され、前記吊り起こし補助具を案内する軌道とを備え、前記吊り起こし補助具は、前記軌道に案内されて平面上を移動する補助具本体と、該補助具本体に回動可能に支持され、前記管杭の端部縁と着脱可能に連結される連結部とを備え、前記管杭と前記平面との間に移動可能に介在されるようにしたことにある。   In order to solve the above-mentioned conventional problems, the feature of the invention according to claim 1 is a pipe pile in which one end side of the pipe pile in a state of lying on a plane is lifted to lift up the pipe pile. The lifting device includes a lifting aid attached to the other end of the pipe pile, and a track installed on the plane and guiding the lifting aid, the lifting aid being attached to the track An auxiliary tool body guided and moved in a plane, and a connecting portion rotatably supported by the auxiliary tool body and detachably connected to an end edge of the pipe pile, the pipe pile and the pipe pile It is to be movably interposed between it and the plane.

請求項２に記載の発明の特徴は、請求項１の構成に加え、前記軌道の両側部に設置された一対の枕木支持部材と、前記軌道を横切るように前記枕木支持部材間に架設された可動枕木とを備え、該可動枕木が前記枕木支持部材側に移動できるようにしたことにある。   According to a second aspect of the present invention, in addition to the configuration of the first aspect, a pair of tie support members installed on both sides of the track and the tie support members are provided so as to cross the track. A movable sleeper is provided, and the movable sleeper can be moved to the side of the sleeper supporting member.

請求項３に記載の発明の特徴は、請求項１又は２の構成に加え、前記連結部は、前記管杭の内側に挿入される内側保持体と、該内側保持体と間隔を置いて対向し、前記管杭の外側に配置される外側保持体と、前記内側保持体と前記外側保持体との間に前記管杭の端部縁を保持する杭保持手段とを備えていることにある。   According to a third aspect of the present invention, in addition to the configuration of the first or second aspect, the connecting portion faces an inner holding body inserted inside the pipe pile and a distance from the inner holding body. An outer holding body disposed outside the pipe pile, and a pile holding means for holding an end edge of the pipe pile between the inner holding body and the outer holding body. .

請求項４に記載の発明の特徴は、請求項３の構成に加え、前記杭保持手段は、前記内側保持体及び／又は前記外側保持体の対向面部に固定された弾性部材を備え、該弾性部材を介して前記内側保持体と前記外側保持体との間に前記管杭の端部縁を挟持するようにしたことにある。   A feature of the invention according to claim 4 is that, in addition to the configuration according to claim 3, the pile holding means includes an elastic member fixed to the facing surface portion of the inner holding body and / or the outer holding body, The end edge of the pipe pile is held between the inner holding body and the outer holding body via a member.

請求項５に記載の発明の特徴は、請求項１〜４の何れか一の構成に加え、前記連結部は、前記管杭と付着する電磁石を備えていることにある。   A feature of the invention according to claim 5 is that, in addition to the configuration according to any one of claims 1 to 4, the connection portion includes an electromagnet that adheres to the pipe pile.

請求項６に記載の発明の特徴は、平面上に横たえた状態の管杭の一端側を吊り上げ、前記管杭を立ち上げる管杭の吊り起こし方法において、前記平面上を移動可能な補助具本体と、該補助具本体に回動可能に支持され、前記管杭の端部縁と着脱可能に連結される連結部とを備えている吊り起こし補助具を前記平面上に横たえた状態の管杭の前記管杭の端部縁に連結し、前記吊り起こし補助具を平面上に設置した軌道に案内させ、前記管杭の一方の端部と前記平面との間に介在させつつ前記管杭の一端側を吊り上げて所定の角度まで前記管杭を立ち上げ、しかる後、前記吊り起こし補助具を取り外すことにある。 A feature of the invention according to claim 6 is the lifting method of a pipe pile according to claim 6, wherein one end of the pipe pile in a state of lying on a plane is lifted and the pipe pile is lifted. And a pipe pile in a state in which the lifting and raising aid is rotatably supported on the auxiliary tool body and includes a connecting portion detachably connected to the end edge of the pipe pile on the plane. The end of the pipe pile and guiding the lifting aid to a track installed on a plane, while interposing between one end of the pipe pile and the plane, The one end is lifted to raise the pipe pile to a predetermined angle, and then the lifting aid is removed.

請求項７に記載の発明の特徴は、請求項６の構成に加え、前記軌道の両側部に設置された一対の枕木支持部材と、前記軌道を横切るように前記枕木支持部材間に架設される可動枕木とを設置し、該可動枕木を介して前記管杭を平面上に横たえておき、前記吊り起こし補助具を取り付けた後、前記可動枕木を前記枕木支持部材側に移動させ、しかる後、前記平面上に横たえた状態の管杭の一端側を吊り上げることにある。   According to a seventh aspect of the present invention, in addition to the configuration of the sixth aspect, a pair of tie support members installed on both sides of the track and the tie support members extending across the track are constructed. A movable sleeper is installed, the pipe pile is laid on a plane through the movable sleeper, and the lifting aid is attached, and then the movable sleeper is moved to the sleeper supporting member side, and after that, It is in lifting up the one end side of the pipe pile in the state which laid on the said plane.

本発明に係る管杭の吊り起こし装置は、請求項１に記載の構成を具備することによって、鋼管杭等の管杭を吊り起こす際に、管杭の下端側が平面上を摺動せず、管杭の下端部（開先部）の破損を防止することができる。また、吊り起こす際の管杭の回転及び揺動を防止することができ、杭毎に転がり防止のキャンバを設置する必要がなくなる。また、杭間に作業員が入ってキャンバを設置せずともよく、安全に作業を行うことができる。   The hoisting and lowering apparatus for a pipe pile according to the present invention includes the configuration according to claim 1 so that the lower end side of the pipe pile does not slide on a plane when lifting up a pipe pile such as a steel pipe pile or the like. Damage to the lower end portion (groove portion) of the pipe pile can be prevented. In addition, it is possible to prevent the rotation and swing of the pipe pile at the time of lifting, and it is not necessary to install a camber for preventing rolling for each pile. In addition, it is not necessary for a worker to enter the camber between the piles and the work can be performed safely.

さらに、本発明において、請求項２に記載の構成を具備することによって、枕木が吊り起こし補助具の移動を阻害することがなく、好適に案内することができる。   Furthermore, in the present invention, by providing the configuration according to claim 2, it is possible to suitably guide the tie without inhibiting the movement of the lifting aid.

更にまた、本発明において、請求項３乃至５に記載の構成を具備することによって、自動的に吊り起こし補助具を取り外すことができ、安全に作業を行うことができる。   Furthermore, in the present invention, by providing the configuration according to claims 3 to 5, it is possible to automatically remove the lifting aid and perform work safely.

本発明に係る杭の吊り起こし方法は、請求項６に記載の構成を具備することによって、鋼管杭等の管杭を吊り起こす際に、管杭の下端側が平面上を摺動せず、管杭の下端部（開先部）の破損を防止することができる。また、吊り起こす際の管杭の回転及び揺動を防止することができ、杭毎に転がり防止のキャンバを設置する必要がなくなる。さらに、杭間に作業員が入ってキャンバを設置せずともよく、安全に作業を行うことができる。   In the method of lifting and lowering a pile according to the present invention, the lower end side of the pipe pile does not slide on a flat surface when lifting up a pipe pile such as a steel pipe pile by including the configuration according to claim 6 Damage to the lower end portion (groove portion) of the pile can be prevented. In addition, it is possible to prevent the rotation and swing of the pipe pile at the time of lifting, and it is not necessary to install a camber for preventing rolling for each pile. Furthermore, it is not necessary for a worker to enter the camber between the piles and the work can be performed safely.

また、本発明において、請求項８に記載の構成を具備することによって、枕木が吊り起こし補助具の移動を阻害することがない。   Further, in the present invention, by providing the configuration according to the eighth aspect, the tie does not inhibit the movement of the lifting aid.

本願発明に係る管杭の吊り起こし装置の一例を示す側面図である。It is a side view which shows an example of the raising and lowering apparatus of the pipe pile based on this invention. （a）図１中の吊り起こし補助具の一例を示す正面図、（ｂ）は同平面図、（ｃ）は同側面図である。(A) It is a front view which shows an example of the raising raising assistance tool in FIG. 1, (b) is the top view, (c) is the same side view. 本発明に係る管杭の吊り起こし方法における管杭の仮置き状態を示す側面図である。It is a side view which shows the temporarily-placed state of a pipe pile in the lifting method of the pipe pile concerning this invention. 図３中の可動枕木を示す図であって、（ａ）は管杭仮置き時の状態を示す正面図、（ｂ）は同吊り起こし作業時の状態を示す正面図である。It is a figure which shows the movable tie in FIG. 3, Comprising: (a) is a front view which shows the state at the time of pipe pile temporary placement, (b) is a front view which shows the state at the time of the same lifting operation. 同上の吊り起こし補助具を設置した状態を示す拡大断面図である。It is an expanded sectional view which shows the state which installed the lifting and raising aid same as the above. 同上の図１中のＡ-Ａ線矢視拡大断面図である。FIG. 2 is an enlarged sectional view taken along line AA in FIG. 1 of the above. 同上の吊り起こし時の状態を示す側面図である。It is a side view which shows the state at the time of the lifting same as the above. 同上の吊り起こし完了時の状態を示す側面図である。It is a side view which shows the state at the time of lifting completion same as the above.

次に、本発明に係る管杭の吊り起こし装置及び吊り起こし方法の実施態様を図１〜図８に示した実施例に基づいて説明する。尚、図中符号１は鋼管杭等の管杭である。   Next, the embodiment of the hoisting device and the hoisting method of a pipe pile according to the present invention will be described based on the embodiments shown in FIG. 1 to FIG. In addition, the code | symbol 1 in a figure is pipe piles, such as a steel pipe pile.

管杭１の吊り起こし装置（以下、吊り起こし装置という）は、管杭１の端部に取付けられる吊り起こし補助具２を備え、地面や作業船の甲板等の平面３上に横たえた状態の管杭１の一端側をクレーン等によって吊り上げる際、管杭１と平面３との間に吊り起こし補助具２が移動可能に介在され、管杭１の下端が保護されるようになっている。尚、図中符号４は、クレーンより繰り出されたクレーンワイヤ、符号５は、クレーンワイヤ４の下端に管杭１の一端側を連結する連結具である。   The lifting device of the pipe pile 1 (hereinafter referred to as lifting device) includes a lifting aid 2 attached to the end of the pipe pile 1 and is laid on a flat surface 3 such as the ground or a deck of a work vessel. When one end side of the pipe pile 1 is lifted by a crane or the like, a lifting aid 2 is movably interposed between the pipe pile 1 and the plane 3 so that the lower end of the pipe pile 1 is protected. In the figure, reference numeral 4 denotes a crane wire drawn from a crane, and reference numeral 5 denotes a connector for connecting one end side of the pipe pile 1 to the lower end of the crane wire 4.

吊り起こし補助具２は、平面３上を移動可能な補助具本体６と、補助具本体６に回動可能に支持され、管杭１の端部縁と着脱可能に連結される連結部７とを備え、連結部７を管杭１の端部縁に取り付けることによって、管杭１の吊り起こしに追従して平面３上を移動するようになっている。   The lifting and lowering aid 2 is movable on the flat surface 3 on the flat 3 and a connecting portion 7 rotatably supported by the auxiliary on tool 6 and detachably connected to the end edge of the pipe pile 1. By attaching the connecting portion 7 to the end edge of the pipe pile 1, it moves on the plane 3 following the lifting of the pipe pile 1.

補助具本体６は、平板状に形成され、その下面部に車輪８，８が回転自在に備えられ、平面３上を移動できるようになっている。   The auxiliary tool main body 6 is formed in a flat plate shape, and wheels 8 and 8 are rotatably provided on the lower surface portion of the auxiliary tool main body 6 so as to be movable on the flat surface 3.

また、補助具本体６には、上面両側部に一対の軸受け９，９を対向配置に備え、両軸受け９，９間に回動軸１０が支持されている。   Further, the auxiliary tool main body 6 is provided with a pair of bearings 9 at opposing sides on the upper surface both sides, and the pivot shaft 10 is supported between the two bearings 9 and 9.

連結部７は、管杭１の内側に挿入される内側保持体１１，１１…と、管杭１の外側に配置される外側保持体１２と、内側保持体１１，１１…と外側保持体１２とを間隔を置いて保持する底受け部１３とを備え、管杭１の端部縁が内側保持体１１，１１…と外側保持体１２との間に挿し込まれ、底受け部１３で受け止められるようになっている。   The connecting portion 7 includes the inner holding members 11, 11... Inserted inside the pipe pile 1, the outer holding members 12 arranged outside the pipe pile 1, the inner holding members 11, 11 and the outer holding members 12. And an end edge of the pipe pile 1 is inserted between the inner holding members 11, 11... And the outer holding member 12, and received by the bottom receiving portion 13. It is supposed to be

外側保持体１２は、互いに対向する一対の側板１２ａ，１２ａと、両側板１２ａ，１２ａの端部を連結する上板１２ｂとを備えた門型に形成され、両側板１２ａ，１２ａの端部が軸受け９，９間に挿入され、回動軸１０を介して回動可能に支持されている。   The outer holding body 12 is formed in a portal shape including a pair of side plates 12a and 12a facing each other and an upper plate 12b connecting the end portions of the side plates 12a and 12a, and the end portions of the side plates 12a and 12a are It is inserted between the bearings 9 and 9 and is rotatably supported via a pivot shaft 10.

底受け部１３は、円弧板状に形成され、円弧外側が外側保持体１２の基端部（軸側端部）に固定されている。   The bottom receiving portion 13 is formed in an arc plate shape, and the arc outer side is fixed to the base end (the shaft side end) of the outer holding body 12.

内側保持体１１，１１…は、それぞれ平板状に形成され、その基端が底受け部１３の円弧内側縁に周方向に間隔を置いて固定されている。   The inner holding members 11, 11 ... are each formed in a flat plate shape, and the base ends thereof are fixed to the arc inner edge of the bottom receiving portion 13 at intervals in the circumferential direction.

また、連結部７には、内側保持体１１，１１…と外側保持体１２との間に管杭１の端部縁を保持する杭保持手段を備え、管杭１と連結部７とを着脱可能に固定できるようになっている。   Further, the connecting portion 7 is provided with pile holding means for holding the end edge of the pipe pile 1 between the inner holding bodies 11, 11 and the outer holding body 12, and the pipe pile 1 and the connecting portion 7 are attached and detached. It is possible to fix it as possible.

杭保持手段は、本実施例の場合、図２に示すように、外側保持体１２及び内側保持体１１，１１…の対向面部に固定されたゴム板等の弾性部材１４，１４を備え、弾性部材１４，１４を介して内側保持体１１，１１…と外側保持体１２との間に管杭１の端部縁を挟持するようにしている。   In the case of the present embodiment, as shown in FIG. 2, the pile holding means includes elastic members 14 and 14 such as rubber plates fixed to the opposing surface portions of the outer holding body 12 and the inner holding bodies 11 and 11. The end edge of the pipe pile 1 is held between the inner holding bodies 11, 11... And the outer holding body 12 via the members 14, 14.

よって、この杭保持手段は、管杭１を吊り起こす間は弾性部材１４，１４の弾性力によって管杭１の端縁部を内側保持体１１，１１…と外側保持体１２との間に固定され、管杭１が所定の角度まで立ち上がった際に、吊り起こし補助具２が自重によって管杭１の端部縁より自動的に離脱するようになっている。   Therefore, while lifting up the pipe pile 1, the pile holding means fixes the end edges of the pipe pile 1 between the inner holding bodies 11, 11 ... and the outer holding body 12 by the elastic force of the elastic members 14, 14. When the pipe pile 1 rises up to a predetermined angle, the lifting aid 2 is automatically detached from the end edge of the pipe pile 1 by its own weight.

また、この吊り起こし装置は、平面３上に設置された軌道１５と、軌道１５上に間隔を置いて設置された複数の枕木１６，１６とを備え、管杭１は、枕木１６，１６に支持された状態で軌道１５に沿って横たえられている。   Further, the lifting apparatus includes a track 15 installed on the flat surface 3 and a plurality of sleepers 16 and 16 installed at intervals on the track 15. The pipe pile 1 is mounted on the sleepers 16 and 16 It is laid along the track 15 in a supported state.

軌道１５は、一対のＬ字状のアングル材１５ａ，１５ａによって構成され、平行に配置された両アングル材１５ａ，１５ａに案内されて補助具本体６が移動するようになっている。   The track 15 is constituted by a pair of L-shaped angle members 15a, 15a, and the auxiliary tool main body 6 is moved by being guided by the two angle members 15a, 15a arranged in parallel.

枕木１６，１６は、軌道１５の両側部に設置された一対の枕木支持部材１７，１７と、軌道１５を横切るように枕木支持部材１７，１７間に移動可能に架設された可動枕木１８とを備え、管杭１の仮置き時には、図４（ａ）に示すように、可動枕木１８が両枕木支持部材１７，１７に架設されて枕木１６，１６として機能し、吊り起こし作業時においては、図４（ｂ）に示すように、可動枕木１８が一方の枕木支持部材１７側に移動し、吊り起こし補助具２の移動を阻害しないようになっている。   The sleepers 16, 16 are a pair of tie support members 17, 17 installed on both sides of the track 15, and a movable tie 18 movably installed between the support members 17, 17 so as to cross the track 15. When the pipe pile 1 is temporarily placed, as shown in FIG. 4 (a), the movable sleeper 18 is mounted on both sleeper supporting members 17 and 17 and functions as the sleepers 16 and 16. As shown in FIG. 4 (b), the movable tie 18 is moved to the side of one tie support member 17 so as not to inhibit the movement of the lifting and lowering aid 2.

枕木支持部材１７，１７は、例えば、Ｈ型鋼によって形成され、上面溝１７ａに案内されて可動枕木１８が移動できるようになっている。   The tie support members 17, 17 are made of, for example, H-shaped steel and guided by the upper surface groove 17a so that the movable tie 18 can move.

枕木１６，１６は、可動枕木１８が両枕木支持部材１７，１７に架設された状態で高さが吊り起こし補助具２の高さに合わせて調整されている。   The heights of the sleepers 16 and 16 are adjusted in accordance with the height of the lifting and lowering aid 2 in a state where the movable sleepers 18 are mounted on both the sleeper supporting members 17 and 17.

次に、この吊り起こし装置を使用した管杭１の吊り起こし方法について説明する。   Next, a method of lifting the pipe pile 1 using this lifting device will be described.

先ず、図３及び図４（ａ）に示すように、平面３上に軌道１５と、軌道１５の両側部に設置された一対の枕木支持部材１７，１７と、軌道１５を横切るように枕木支持部材１７，１７間に架設される可動枕木１８とを設置しておき、管杭１を枕木１６，１６管に架け渡した状態で軌道１５に沿って平面３上に横たえておく。   First, as shown in FIG. 3 and FIG. 4 (a), the track 15 on the plane 3, a pair of tie support members 17 and 17 installed on both sides of the track 15, and the tie support so as to cross the track 15. A movable crosstie 18 installed between the members 17 and 17 is installed, and the pipe pile 1 is laid on the plane 3 along the track 15 in a state of being bridged over the crosstie 16 and 16 pipes.

次に、管杭１を施工する場合には、図１、図５及び図６に示すように、横たえた管杭１の一端側より吊り起こし補助具２を移動させ、連結部７を管杭１の端部縁に取り付ける。   Next, when constructing the pipe pile 1, as shown in FIG. 1, FIG. 5 and FIG. 6, the lifting and lowering aid 2 is moved from one end side of the laid pipe pile 1 to connect the connecting portion 7 to the pipe pile. Attach to the end edge of 1.

具体的には、連結部７を外側保持体１２側に回動させておき、その状態で補助具本体６を移動させると、管杭１の端部内側に内側保持体１１，１１…が挿入され、弾性部材１４，１４を介して管杭１の端部縁が外側保持体１２と内側保持体１１，１１…との間に挟持される。   Specifically, when the auxiliary part 6 is moved to the outer holding body 12 side and the auxiliary tool main body 6 is moved in that state, the inner holding bodies 11, 11 ... are inserted inside the end of the pipe pile 1 The end edge of the pipe pile 1 is held between the outer holding body 12 and the inner holding bodies 11, 11... Via the elastic members 14, 14.

また、管杭１の一端側に連結具５を介してクレーンワイヤ４の下端を連結するとともに、ウインチ１９より繰り出された介錯用ロープ２０を他端側に括り付ける。   Further, the lower end of the crane wire 4 is connected to one end side of the pipe pile 1 via the connecting tool 5, and the intermediate rope 20 fed from the winch 19 is tied to the other end side.

次に、図７に示すように、介錯用ロープ２０を繰り出しつつ、クレーンワイヤ４を引き上げて管杭１の一端側を吊り上げ、吊り起こし作業を開始する。   Next, as shown in FIG. 7, while drawing out the intermediary rope 20, the crane wire 4 is pulled up, one end side of the pipe pile 1 is lifted, and a lifting operation is started.

そして、管杭１の一端側を吊り上げるとそれに伴い、管杭１の他端側が徐々に水平方向に向けてクレーンワイヤ４側に引き寄せられて移動する。   Then, when one end side of the pipe pile 1 is lifted, the other end side of the pipe pile 1 is gradually pulled horizontally toward the crane wire 4 and moved.

その際、管杭１の端部縁には、吊り起こし補助具２が取り付けられているので、管杭１の他端側の移動に追従して吊り起こし補助具２が移動するので、常に管杭１と平面との間に吊り起こし補助具２が介在され、管杭１の端縁が平面３上を摺動することがなく、摩擦等による管杭１の開先部の破損が防止される。   At that time, since the lifting and lowering aid 2 is attached to the end edge of the pipe pile 1, the lifting and lowering aid 2 moves following the movement of the other end of the pipe pile 1, so A lifting aid 2 is interposed between the pile 1 and the plane, the end edge of the pipe pile 1 does not slide on the plane 3, and breakage of the groove of the pipe pile 1 due to friction or the like is prevented. Ru.

また、吊り起こし補助具２は、軌道１５に案内された状態で移動するので、この吊り起こし補助具２に端縁部が支持された管杭１は、吊り起こしに伴う揺動及び回転が防止され、安定した状態で吊り起こされていく。   Further, since the lifting aid 2 moves in a state of being guided by the track 15, the pipe pile 1 whose end portion is supported by the lifting aid 2 is prevented from swinging and rotating due to lifting. Being lifted in a stable state.

尚、吊り起こしに伴い、枕木１６，１６から離脱した際には、可動枕木１８を図４（ｂ）に示すように、一方の枕木支持部材１７側に移動させることによって、軌道１５に案内されて移動する吊り起こし補助具２の移動が阻害されないようになっている。   In addition, when being separated from the sleepers 16 and 16 with lifting and lifting, as shown in FIG. 4 (b), the movable sleeper 18 is guided to the track 15 by moving it to the one sleeper support member 17 side. The movement of the lifting aid 2 that is moving is not hindered.

そして、図８に示すように、吊り起こしにより管杭１が垂直となる位置まで立ち上げ、更に吊り上げると、吊り起こし補助具２が自重によって平面３上に留まり、管杭１の端部縁より自動的に離脱し、吊り起こし作業が完了する。   Then, as shown in FIG. 8, when raising the pipe pile 1 to a vertical position by lifting and lifting it further, the lifting aid 2 stays on the plane 3 by its own weight, and from the end edge of the pipe pile 1 It is automatically detached and lifting work is completed.

尚、上述の実施例では、杭保持手段として、外側保持体１２及び内側保持体１１，１１…の対向面部に固定されたゴム板等の弾性部材１４，１４を使用する例について説明したが、弾性部材１４，１４は、外側保持体１２又は内側保持体１１，１１…の何れか一方に備えるようにしてもよい。   In the above embodiment, an example using elastic members 14 and 14 such as rubber plates fixed to the opposing surface portions of the outer holding body 12 and the inner holding bodies 11 and 11 as the pile holding means has been described. The elastic members 14 may be provided on either the outer holding body 12 or the inner holding bodies 11.

また、杭保持手段の態様は、上記実施例に限定されず、例えば、管杭１の内側に挿入され、管杭１の内側に沿って重ねられた内側保持体１１，１１…と管杭１の端縁部とをクランプで締結してもよく、連結部７に電磁石を備え、電磁石を管杭１に付着させてもよい。   Moreover, the aspect of a pile holding means is not limited to the said Example, For example, inner holding body 11,11 ... which was inserted inside pipe pile 1, and was piled up along the inside of pipe pile 1, and pipe pile 1 Alternatively, the connecting portion 7 may be provided with an electromagnet, and the electromagnet may be attached to the pipe pile 1.

１ 管杭（鋼管杭）
２ 吊り起こし補助具
３ 平面
４ クレーンワイヤ
５ 連結具
６ 補助具本体
７ 連結部
８ 車輪
９ 軸受け
１０ 回動軸
１１ 内側保持体
１２ 外側保持体
１３ 底受け部
１４ 弾性部材
１５ 軌道
１６ 枕木
１７ 枕木支持部材
１８ 可動枕木
１９ ウインチ
２０ 介錯用ロープ 1 Pipe pile (steel pipe pile)
Reference Signs List 2 lifting aid 3 plane 4 crane wire 5 connecting tool 6 auxiliary tool main body 7 connecting portion 8 wheel 9 bearing 10 rotating shaft 11 inner holding body 12 outer holding body 13 bottom receiving portion 14 elastic member 15 track 16 sleeper 17 sleeper support 18 movable tie 19 winch 20 rope for service

本発明は、鋼管杭等の管杭の施工にあたり、横たえられている管杭を立ち上げる際に使用する管杭の吊り起こし装置及び管杭の吊り起こし方法に関する。   The present invention relates to a pipe pile lifting and lowering device and a pipe pile lifting and lowering method for use in raising a laid-out pipe pile in the construction of a pipe pile such as a steel pipe pile.

従来、鋼管杭等の管杭は、地上や運搬船の甲板等の平面上に角材等からなる枕木を杭軸方向に間隔を置いて設置し、当該複数の枕木を介して管杭を平面上に横たえた状態とするとともに、横たえた管杭の底部に転がり防止用のキャンバ（楔部材）を嵌め込み、移動を防止した状態で仮置きされ、施工する際には、管杭の一端側にワイヤを取り付け、当該一端側をクレーンによって吊り上げ、管杭を立ち上げるようになっている（例えば、特許文献１を参照）。   Conventionally, pipe piles, such as steel pipe piles, are installed on the ground or on a plane of the deck of a transport ship at intervals in the axial direction of the piles made of square bars, etc. A camber (barb member) for anti-rolling is inserted into the bottom of the laid pipe pile and temporarily placed in a state in which movement is prevented, and a wire is attached to one end of the pipe pile. It is attached, and the said one end side is lifted by a crane, and it raises a pipe pile (for example, refer patent document 1).

特開２００６−２７４６７３号公報Unexamined-Japanese-Patent No. 2006-274673

しかしながら、上述の如き従来の技術では、管杭の一端側を吊り上げるに従って、当該一端側から管杭を支持する枕木及びキャンバより離脱するため、管杭が揺動及び回転し易くなり、支持している状態の枕木からも離脱してしまうおそれがある。   However, in the prior art as described above, as one end side of the pipe pile is lifted, the pipe pile is more easily oscillated and rotated because it is separated from the ties and camber supporting the pipe pile from the one end side There is also a risk of leaving the sleeper in a state of being

また、吊り上げられた管杭は、所定の角度まで立ち上がると、全ての枕木から離脱するとともに、下端（開先部）が地上や運搬船の甲板等の平面と接触し、接触したままの状態でさらに立ち上げられるため、開先部が平面と摺動して破損するおそれがあった。   In addition, when the lifted pipe pile rises up to a predetermined angle, it separates from all the sleepers, and the lower end (groove portion) contacts the ground or a plane such as the deck of the carrier, and remains in contact. There is a possibility that the groove portion may be damaged by sliding on a flat surface because it is raised.

特に、この種の鋼管杭は、必要に応じて、既設の鋼管杭の上端に新たな鋼管杭の開先部を突き合わせ、溶接によって両鋼管を連結することから、開先部が破損するとこの連結作業に支障を生じるおそれがあった。   In particular, this kind of steel pipe pile abuts the groove of the new steel pipe pile to the upper end of the existing steel pipe pile, if necessary, and welds the steel pipes by welding. There was a risk of problems in work.

また、従来の技術では、複数の管杭を横たえて仮置きする際、杭の転がりを防止するキャンバを杭と杭の間に入って設置しなければならず危険を伴うという問題があった。   Further, in the prior art, when temporarily placing a plurality of pipe piles horizontally, there is a problem that a camber for preventing rolling of the piles must be installed between the piles and between the piles, resulting in danger.

そこで、本発明は、このような従来の問題に鑑み、鋼管杭等の管杭を吊り起こす際に管杭の下端の破損を防止することができる管杭の吊り起こし補助装置及び管杭の吊り起こし方法の提供を目的としてなされたものである。   Then, in view of such a conventional problem, the present invention can prevent the lower end of the pipe pile from being damaged when suspending the pipe pile such as a steel pipe pile or the like, and the pipe pile lifting support device and the pipe pile The purpose is to provide a method of raising.

上述の如き従来の問題を解決するための請求項1に記載の発明の特徴は、平面上に横たえた状態の管杭の一端側を吊り上げ、該管杭を吊り起こすようにした管杭の吊り起こし装置において、前記管杭の他端に取付けられる吊り起こし補助具と、前記平面上に設置され、前記吊り起こし補助具を案内する軌道と、該軌道の両側部に設置された一対の枕木支持部材と、前記軌道上を横切るように前記枕木支持部材間に架設され、前記枕木支持部材側に移動可能な可動枕木とを備え、前記吊り起こし補助具は、前記軌道に案内されて平面上を移動する補助具本体と、該補助具本体に回動可能に支持され、前記管杭の端部縁と着脱可能に連結される連結部とを備え、前記管杭と前記平面との間に移動可能に介在されるようにしたことにある。 In order to solve the above-mentioned conventional problems, the feature of the invention according to claim 1 is the lifting of the end of the pipe pile in a state of lying on a plane, and the hanging of the pipe pile adapted to lift the pipe pile. In a lifting device , a lifting aid attached to the other end of the pipe pile, a track installed on the plane and guiding the lifting aid , and a pair of tie supports installed on both sides of the track And a movable tie which is installed between the tie supporting members so as to cross the track, and which is movable on the tie supporting member side, the lifting aid is guided by the guide and is planar A moving auxiliary tool body, and a connecting portion rotatably supported by the auxiliary tool body and releasably connected to an end edge of the pipe pile, and moving between the pipe pile and the plane It is to be possible to intervene.

請求項２に記載の発明の特徴は、請求項１の構成に加え、前記連結部は、前記管杭の内側に挿入される内側保持体と、該内側保持体と間隔を置いて対向し、前記管杭の外側に配置される外側保持体と、前記内側保持体と前記外側保持体との間に前記管杭の端部縁を保持する杭保持手段とを備えていることにある。 According to a second aspect of the present invention, in addition to the first aspect, the connecting portion faces an inner holding body inserted inside the pipe pile at a distance from the inner holding body, An outer holding body disposed outside the pipe pile and a pile holding means for holding an end edge of the pipe pile between the inner holding body and the outer holding body.

請求項３に記載の発明の特徴は、請求項２の構成に加え、前記杭保持手段は、前記内側保持体及び／又は前記外側保持体の対向面部に固定された弾性部材を備え、該弾性部材を介して前記内側保持体と前記外側保持体との間に前記管杭の端部縁を挟持するようにした
ことにある。 Features of the invention described in claim 3, in addition to the configuration of claim 2, wherein the pile holding means comprises a fixed elastic member facing surface of the inner holder and / or the outer retaining member, elastic The end edge of the pipe pile is held between the inner holding body and the outer holding body via a member.

請求項４に記載の発明の特徴は、請求項１〜３の何れか一の構成に加え、前記連結部は、前記管杭と付着する電磁石を備えていることにある。 A feature of the invention according to claim 4 is that, in addition to the configuration according to any one of claims 1 to 3 , the connection portion includes an electromagnet that adheres to the pipe pile.

請求項５に記載の発明の特徴は、平面上に横たえた状態の管杭の一端側を吊り上げ、前記管杭を立ち上げる管杭の吊り起こし方法において、平面上に設置した軌道の両側部に設置された一対の枕木支持部材と、前記軌道上を横切るように前記枕木支持部材間に架設される可動枕木とを設置し、該可動枕木を介して前記管杭を平面上に横たえておき、前記平面上を移動可能な補助具本体と、該補助具本体に回動可能に支持され、前記管杭の端部縁と着脱可能に連結される連結部とを備えている吊り起こし補助具を前記平面上に横たえた状態の管杭の前記管杭の端部縁に連結した後、前記可動枕木を前記枕木支持部材側に移動させ、前記吊り起こし補助具を前記軌道に案内させ、前記管杭の一方の端部と前記平面との間に介在させつつ前記管杭の一端側を吊り上げて所定の角度まで前記管杭を立ち上げ、しかる後、前記吊り起こし補助具を取り外すことにある。 A feature of the invention according to claim 5 is that, in the lifting method of the pipe pile lifting the one end side of the pipe pile in a state of lying on a plane and raising the pipe pile, on both sides of the track installed on the plane. A pair of installed sleeper support members and a movable sleeper installed between the sleeper support members so as to cross the track are installed, and the pipe pile is laid on a plane via the moveable sleepers, A lifting aid comprising: an auxiliary tool body movable on the plane; and a connecting portion rotatably supported by the auxiliary tool body and detachably connected to an end edge of the pipe pile After connecting to the end edge of the pipe pile of the pipe pile in a state of lying on the plane , the movable tie is moved to the side of the block supporting member, the lifting aid is guided to the track , and the pipe Of the pipe pile while interposing between one end of the pile and the plane By lifting the end side up to the pipe pile to a predetermined angle, and thereafter, it is to remove the hanging raised aid.

本発明に係る管杭の吊り起こし装置は、請求項１に記載の構成を具備することによって、鋼管杭等の管杭を吊り起こす際に、管杭の下端側が平面上を摺動せず、管杭の下端部（開先部）の破損を防止することができる。また、吊り起こす際の管杭の回転及び揺動を防止することができ、杭毎に転がり防止のキャンバを設置する必要がなくなる。また、杭間に作業員が入ってキャンバを設置せずともよく、安全に作業を行うことができる。さらに、枕木が吊り起こし補助具の移動を阻害することがなく、好適に案内することができる。 The hoisting and lowering apparatus for a pipe pile according to the present invention includes the configuration according to claim 1 so that the lower end side of the pipe pile does not slide on a plane when lifting up a pipe pile such as a steel pipe pile or the like. Damage to the lower end portion (groove portion) of the pipe pile can be prevented. In addition, it is possible to prevent the rotation and swing of the pipe pile at the time of lifting, and it is not necessary to install a camber for preventing rolling for each pile. In addition, it is not necessary for a worker to enter the camber between the piles and the work can be performed safely. Furthermore, a guide can be suitably guided, without inhibiting a movement of a lifting aid.

更にまた、本発明において、請求項２乃至４に記載の構成を具備することによって、自動的に吊り起こし補助具を取り外すことができ、安全に作業を行うことができる。 Furthermore, according to the present invention, by providing the configuration according to claims 2 to 4 , the lifting and lowering aid can be removed automatically, and the work can be performed safely.

本発明に係る杭の吊り起こし方法は、請求項５に記載の構成を具備することによって、鋼管杭等の管杭を吊り起こす際に、管杭の下端側が平面上を摺動せず、管杭の下端部（開先部）の破損を防止することができる。また、吊り起こす際の管杭の回転及び揺動を防止することができ、杭毎に転がり防止のキャンバを設置する必要がなくなる。さらに、杭間に作業員が入ってキャンバを設置せずともよく、安全に作業を行うことができる。 In the method for lifting and lowering a pile according to the present invention, the lower end side of the pipe pile does not slide on a flat surface when lifting up a pipe pile such as a steel pipe pile by including the configuration according to claim 5 Damage to the lower end portion (groove portion) of the pile can be prevented. In addition, it is possible to prevent the rotation and swing of the pipe pile at the time of lifting, and it is not necessary to install a camber for preventing rolling for each pile. Furthermore, it is not necessary for a worker to enter the camber between the piles and the work can be performed safely.

本願発明に係る管杭の吊り起こし装置の一例を示す側面図である。It is a side view which shows an example of the raising and lowering apparatus of the pipe pile based on this invention. （a）図１中の吊り起こし補助具の一例を示す正面図、（ｂ）は同平面図、（ｃ）は同側面図である。(A) It is a front view which shows an example of the raising raising assistance tool in FIG. 1, (b) is the top view, (c) is the same side view. 本発明に係る管杭の吊り起こし方法における管杭の仮置き状態を示す側面図である。It is a side view which shows the temporarily-placed state of a pipe pile in the lifting method of the pipe pile concerning this invention. 図３中の可動枕木を示す図であって、（ａ）は管杭仮置き時の状態を示す正面図、（ｂ）は同吊り起こし作業時の状態を示す正面図である。It is a figure which shows the movable tie in FIG. 3, Comprising: (a) is a front view which shows the state at the time of pipe pile temporary placement, (b) is a front view which shows the state at the time of the same lifting operation. 同上の吊り起こし補助具を設置した状態を示す拡大断面図である。It is an expanded sectional view which shows the state which installed the lifting and raising aid same as the above. 同上の図１中のＡ-Ａ線矢視拡大断面図である。FIG. 2 is an enlarged sectional view taken along line AA in FIG. 1 of the above. 同上の吊り起こし時の状態を示す側面図である。It is a side view which shows the state at the time of the lifting same as the above. 同上の吊り起こし完了時の状態を示す側面図である。It is a side view which shows the state at the time of lifting completion same as the above.

次に、本発明に係る管杭の吊り起こし装置及び吊り起こし方法の実施態様を図１〜図８に示した実施例に基づいて説明する。尚、図中符号１は鋼管杭等の管杭である。   Next, the embodiment of the hoisting device and the hoisting method of a pipe pile according to the present invention will be described based on the embodiments shown in FIG. 1 to FIG. In addition, the code | symbol 1 in a figure is pipe piles, such as a steel pipe pile.

管杭１の吊り起こし装置（以下、吊り起こし装置という）は、管杭１の端部に取付けられる吊り起こし補助具２を備え、地面や作業船の甲板等の平面３上に横たえた状態の管杭１の一端側をクレーン等によって吊り上げる際、管杭１と平面３との間に吊り起こし補助具２が移動可能に介在され、管杭１の下端が保護されるようになっている。尚、図中符号４は、クレーンより繰り出されたクレーンワイヤ、符号５は、クレーンワイヤ４の下端に管杭１の一端側を連結する連結具である。   The lifting device of the pipe pile 1 (hereinafter referred to as lifting device) includes a lifting aid 2 attached to the end of the pipe pile 1 and is laid on a flat surface 3 such as the ground or a deck of a work vessel. When one end side of the pipe pile 1 is lifted by a crane or the like, a lifting aid 2 is movably interposed between the pipe pile 1 and the plane 3 so that the lower end of the pipe pile 1 is protected. In the figure, reference numeral 4 denotes a crane wire drawn from a crane, and reference numeral 5 denotes a connector for connecting one end side of the pipe pile 1 to the lower end of the crane wire 4.

吊り起こし補助具２は、平面３上を移動可能な補助具本体６と、補助具本体６に回動可能に支持され、管杭１の端部縁と着脱可能に連結される連結部７とを備え、連結部７を管杭１の端部縁に取り付けることによって、管杭１の吊り起こしに追従して平面３上を移動するようになっている。   The lifting and lowering aid 2 is movable on the flat surface 3 on the flat 3 and a connecting portion 7 rotatably supported by the auxiliary on tool 6 and detachably connected to the end edge of the pipe pile 1. By attaching the connecting portion 7 to the end edge of the pipe pile 1, it moves on the plane 3 following the lifting of the pipe pile 1.

補助具本体６は、平板状に形成され、その下面部に車輪８，８が回転自在に備えられ、平面３上を移動できるようになっている。   The auxiliary tool main body 6 is formed in a flat plate shape, and wheels 8 and 8 are rotatably provided on the lower surface portion of the auxiliary tool main body 6 so as to be movable on the flat surface 3.

また、補助具本体６には、上面両側部に一対の軸受け９，９を対向配置に備え、両軸受け９，９間に回動軸１０が支持されている。   Further, the auxiliary tool main body 6 is provided with a pair of bearings 9 at opposing sides on the upper surface both sides, and the pivot shaft 10 is supported between the two bearings 9 and 9.

連結部７は、管杭１の内側に挿入される内側保持体１１，１１…と、管杭１の外側に配置される外側保持体１２と、内側保持体１１，１１…と外側保持体１２とを間隔を置いて保持する底受け部１３とを備え、管杭１の端部縁が内側保持体１１，１１…と外側保持体１２との間に挿し込まれ、底受け部１３で受け止められるようになっている。   The connecting portion 7 includes the inner holding members 11, 11... Inserted inside the pipe pile 1, the outer holding members 12 arranged outside the pipe pile 1, the inner holding members 11, 11 and the outer holding members 12. And an end edge of the pipe pile 1 is inserted between the inner holding members 11, 11... And the outer holding member 12, and received by the bottom receiving portion 13. It is supposed to be

外側保持体１２は、互いに対向する一対の側板１２ａ，１２ａと、両側板１２ａ，１２ａの端部を連結する上板１２ｂとを備えた門型に形成され、両側板１２ａ，１２ａの端部が軸受け９，９間に挿入され、回動軸１０を介して回動可能に支持されている。   The outer holding body 12 is formed in a portal shape including a pair of side plates 12a and 12a facing each other and an upper plate 12b connecting the end portions of the side plates 12a and 12a, and the end portions of the side plates 12a and 12a are It is inserted between the bearings 9 and 9 and is rotatably supported via a pivot shaft 10.

底受け部１３は、円弧板状に形成され、円弧外側が外側保持体１２の基端部（軸側端部）に固定されている。   The bottom receiving portion 13 is formed in an arc plate shape, and the arc outer side is fixed to the base end (the shaft side end) of the outer holding body 12.

内側保持体１１，１１…は、それぞれ平板状に形成され、その基端が底受け部１３の円弧内側縁に周方向に間隔を置いて固定されている。   The inner holding members 11, 11 ... are each formed in a flat plate shape, and the base ends thereof are fixed to the arc inner edge of the bottom receiving portion 13 at intervals in the circumferential direction.

また、連結部７には、内側保持体１１，１１…と外側保持体１２との間に管杭１の端部縁を保持する杭保持手段を備え、管杭１と連結部７とを着脱可能に固定できるようになっている。   Further, the connecting portion 7 is provided with pile holding means for holding the end edge of the pipe pile 1 between the inner holding bodies 11, 11 and the outer holding body 12, and the pipe pile 1 and the connecting portion 7 are attached and detached. It is possible to fix it as possible.

杭保持手段は、本実施例の場合、図２に示すように、外側保持体１２及び内側保持体１１，１１…の対向面部に固定されたゴム板等の弾性部材１４，１４を備え、弾性部材１４，１４を介して内側保持体１１，１１…と外側保持体１２との間に管杭１の端部縁を挟持するようにしている。   In the case of the present embodiment, as shown in FIG. 2, the pile holding means includes elastic members 14 and 14 such as rubber plates fixed to the opposing surface portions of the outer holding body 12 and the inner holding bodies 11 and 11. The end edge of the pipe pile 1 is held between the inner holding bodies 11, 11... And the outer holding body 12 via the members 14, 14.

よって、この杭保持手段は、管杭１を吊り起こす間は弾性部材１４，１４の弾性力によって管杭１の端縁部を内側保持体１１，１１…と外側保持体１２との間に固定され、管杭１が所定の角度まで立ち上がった際に、吊り起こし補助具２が自重によって管杭１の端部縁より自動的に離脱するようになっている。   Therefore, while lifting up the pipe pile 1, the pile holding means fixes the end edges of the pipe pile 1 between the inner holding bodies 11, 11 ... and the outer holding body 12 by the elastic force of the elastic members 14, 14. When the pipe pile 1 rises up to a predetermined angle, the lifting aid 2 is automatically detached from the end edge of the pipe pile 1 by its own weight.

また、この吊り起こし装置は、平面３上に設置された軌道１５と、軌道１５上に間隔を置いて設置された複数の枕木１６，１６とを備え、管杭１は、枕木１６，１６に支持された状態で軌道１５に沿って横たえられている。   Further, the lifting apparatus includes a track 15 installed on the flat surface 3 and a plurality of sleepers 16 and 16 installed at intervals on the track 15. The pipe pile 1 is mounted on the sleepers 16 and 16 It is laid along the track 15 in a supported state.

軌道１５は、一対のＬ字状のアングル材１５ａ，１５ａによって構成され、平行に配置された両アングル材１５ａ，１５ａに案内されて補助具本体６が移動するようになっている。   The track 15 is constituted by a pair of L-shaped angle members 15a, 15a, and the auxiliary tool main body 6 is moved by being guided by the two angle members 15a, 15a arranged in parallel.

枕木１６，１６は、軌道１５の両側部に設置された一対の枕木支持部材１７，１７と、軌道１５を横切るように枕木支持部材１７，１７間に移動可能に架設された可動枕木１８とを備え、管杭１の仮置き時には、図４（ａ）に示すように、可動枕木１８が両枕木支持部材１７，１７に架設されて枕木１６，１６として機能し、吊り起こし作業時においては、図４（ｂ）に示すように、可動枕木１８が一方の枕木支持部材１７側に移動し、吊り起こし補助具２の移動を阻害しないようになっている。   The sleepers 16, 16 are a pair of tie support members 17, 17 installed on both sides of the track 15, and a movable tie 18 movably installed between the support members 17, 17 so as to cross the track 15. When the pipe pile 1 is temporarily placed, as shown in FIG. 4 (a), the movable sleeper 18 is mounted on both sleeper supporting members 17 and 17 and functions as the sleepers 16 and 16. As shown in FIG. 4 (b), the movable tie 18 is moved to the side of one tie support member 17 so as not to inhibit the movement of the lifting and lowering aid 2.

枕木支持部材１７，１７は、例えば、Ｈ型鋼によって形成され、上面溝１７ａに案内されて可動枕木１８が移動できるようになっている。   The tie support members 17, 17 are made of, for example, H-shaped steel and guided by the upper surface groove 17a so that the movable tie 18 can move.

枕木１６，１６は、可動枕木１８が両枕木支持部材１７，１７に架設された状態で高さが吊り起こし補助具２の高さに合わせて調整されている。   The heights of the sleepers 16 and 16 are adjusted in accordance with the height of the lifting and lowering aid 2 in a state where the movable sleepers 18 are mounted on both the sleeper supporting members 17 and 17.

次に、この吊り起こし装置を使用した管杭１の吊り起こし方法について説明する。   Next, a method of lifting the pipe pile 1 using this lifting device will be described.

先ず、図３及び図４（ａ）に示すように、平面３上に軌道１５と、軌道１５の両側部に設置された一対の枕木支持部材１７，１７と、軌道１５を横切るように枕木支持部材１７，１７間に架設される可動枕木１８とを設置しておき、管杭１を枕木１６，１６管に架け渡した状態で軌道１５に沿って平面３上に横たえておく。   First, as shown in FIG. 3 and FIG. 4 (a), the track 15 on the plane 3, a pair of tie support members 17 and 17 installed on both sides of the track 15, and the tie support so as to cross the track 15. A movable crosstie 18 installed between the members 17 and 17 is installed, and the pipe pile 1 is laid on the plane 3 along the track 15 in a state of being bridged over the crosstie 16 and 16 pipes.

次に、管杭１を施工する場合には、図１、図５及び図６に示すように、横たえた管杭１の一端側より吊り起こし補助具２を移動させ、連結部７を管杭１の端部縁に取り付ける。   Next, when constructing the pipe pile 1, as shown in FIG. 1, FIG. 5 and FIG. 6, the lifting and lowering aid 2 is moved from one end side of the laid pipe pile 1 to connect the connecting portion 7 to the pipe pile. Attach to the end edge of 1.

具体的には、連結部７を外側保持体１２側に回動させておき、その状態で補助具本体６を移動させると、管杭１の端部内側に内側保持体１１，１１…が挿入され、弾性部材１４，１４を介して管杭１の端部縁が外側保持体１２と内側保持体１１，１１…との間に挟持される。   Specifically, when the auxiliary part 6 is moved to the outer holding body 12 side and the auxiliary tool main body 6 is moved in that state, the inner holding bodies 11, 11 ... are inserted inside the end of the pipe pile 1 The end edge of the pipe pile 1 is held between the outer holding body 12 and the inner holding bodies 11, 11... Via the elastic members 14, 14.

また、管杭１の一端側に連結具５を介してクレーンワイヤ４の下端を連結するとともに、ウインチ１９より繰り出された介錯用ロープ２０を他端側に括り付ける。   Further, the lower end of the crane wire 4 is connected to one end side of the pipe pile 1 via the connecting tool 5, and the intermediate rope 20 fed from the winch 19 is tied to the other end side.

次に、図７に示すように、介錯用ロープ２０を繰り出しつつ、クレーンワイヤ４を引き上げて管杭１の一端側を吊り上げ、吊り起こし作業を開始する。   Next, as shown in FIG. 7, while drawing out the intermediary rope 20, the crane wire 4 is pulled up, one end side of the pipe pile 1 is lifted, and a lifting operation is started.

そして、管杭１の一端側を吊り上げるとそれに伴い、管杭１の他端側が徐々に水平方向に向けてクレーンワイヤ４側に引き寄せられて移動する。   Then, when one end side of the pipe pile 1 is lifted, the other end side of the pipe pile 1 is gradually pulled horizontally toward the crane wire 4 and moved.

その際、管杭１の端部縁には、吊り起こし補助具２が取り付けられているので、管杭１の他端側の移動に追従して吊り起こし補助具２が移動するので、常に管杭１と平面との間に吊り起こし補助具２が介在され、管杭１の端縁が平面３上を摺動することがなく、摩擦等による管杭１の開先部の破損が防止される。   At that time, since the lifting and lowering aid 2 is attached to the end edge of the pipe pile 1, the lifting and lowering aid 2 moves following the movement of the other end of the pipe pile 1, so A lifting aid 2 is interposed between the pile 1 and the plane, the end edge of the pipe pile 1 does not slide on the plane 3, and breakage of the groove of the pipe pile 1 due to friction or the like is prevented. Ru.

また、吊り起こし補助具２は、軌道１５に案内された状態で移動するので、この吊り起こし補助具２に端縁部が支持された管杭１は、吊り起こしに伴う揺動及び回転が防止され、安定した状態で吊り起こされていく。   Further, since the lifting aid 2 moves in a state of being guided by the track 15, the pipe pile 1 whose end portion is supported by the lifting aid 2 is prevented from swinging and rotating due to lifting. Being lifted in a stable state.

尚、吊り起こしに伴い、枕木１６，１６から離脱した際には、可動枕木１８を図４（ｂ）に示すように、一方の枕木支持部材１７側に移動させることによって、軌道１５に案内されて移動する吊り起こし補助具２の移動が阻害されないようになっている。   In addition, when being separated from the sleepers 16 and 16 with lifting and lifting, as shown in FIG. 4 (b), the movable sleeper 18 is guided to the track 15 by moving it to the one sleeper support member 17 side. The movement of the lifting aid 2 that is moving is not hindered.

そして、図８に示すように、吊り起こしにより管杭１が垂直となる位置まで立ち上げ、更に吊り上げると、吊り起こし補助具２が自重によって平面３上に留まり、管杭１の端部縁より自動的に離脱し、吊り起こし作業が完了する。   Then, as shown in FIG. 8, when raising the pipe pile 1 to a vertical position by lifting and lifting it further, the lifting aid 2 stays on the plane 3 by its own weight, and from the end edge of the pipe pile 1 It is automatically detached and lifting work is completed.

尚、上述の実施例では、杭保持手段として、外側保持体１２及び内側保持体１１，１１…の対向面部に固定されたゴム板等の弾性部材１４，１４を使用する例について説明したが、弾性部材１４，１４は、外側保持体１２又は内側保持体１１，１１…の何れか一方に備えるようにしてもよい。   In the above embodiment, an example using elastic members 14 and 14 such as rubber plates fixed to the opposing surface portions of the outer holding body 12 and the inner holding bodies 11 and 11 as the pile holding means has been described. The elastic members 14 may be provided on either the outer holding body 12 or the inner holding bodies 11.

また、杭保持手段の態様は、上記実施例に限定されず、例えば、管杭１の内側に挿入され、管杭１の内側に沿って重ねられた内側保持体１１，１１…と管杭１の端縁部とをクランプで締結してもよく、連結部７に電磁石を備え、電磁石を管杭１に付着させてもよい。   Moreover, the aspect of a pile holding means is not limited to the said Example, For example, inner holding body 11,11 ... which was inserted inside pipe pile 1, and was piled up along the inside of pipe pile 1, and pipe pile 1 Alternatively, the connecting portion 7 may be provided with an electromagnet, and the electromagnet may be attached to the pipe pile 1.

１ 管杭（鋼管杭）
２ 吊り起こし補助具
３ 平面
４ クレーンワイヤ
５ 連結具
６ 補助具本体
７ 連結部
８ 車輪
９ 軸受け
１０ 回動軸
１１ 内側保持体
１２ 外側保持体
１３ 底受け部
１４ 弾性部材
１５ 軌道
１６ 枕木
１７ 枕木支持部材
１８ 可動枕木
１９ ウインチ
２０ 介錯用ロープ 1 Pipe pile (steel pipe pile)
Reference Signs List 2 lifting aid 3 plane 4 crane wire 5 connecting tool 6 auxiliary tool main body 7 connecting portion 8 wheel 9 bearing 10 rotating shaft 11 inner holding body 12 outer holding body 13 bottom receiving portion 14 elastic member 15 track 16 sleeper 17 sleeper support 18 movable tie 19 winch 20 rope for service

Claims (7)

平面上に横たえた状態の前記管杭の一端側を吊り上げ、該管杭を吊り起こすようにした管杭の吊り起こし装置において、
前記管杭の他端に取付けられる吊り起こし補助具と、前記平面上に設置され、前記吊り起こし補助具を案内する軌道とを備え、
前記吊り起こし補助具は、前記軌道に案内されて平面上を移動する補助具本体と、該補助具本体に回動可能に支持され、前記管杭の端部縁と着脱可能に連結される連結部とを備え、前記管杭と前記平面との間に移動可能に介在されるようにしたことを特徴とする管杭の吊り起こし装置。 In a pipe pile lifting and lowering apparatus for lifting one end side of the pipe pile in a state of being laid on a plane and lifting up the pipe pile,
A lifting aid attached to the other end of the pipe pile; and a track installed on the plane and guiding the lifting aid.
The lifting aid is an auxiliary body that is guided by the track and moves on a flat surface, and a connection that is rotatably supported by the auxiliary body and is detachably connected to an end edge of the pipe pile A lifting unit for a pipe pile characterized in that the pipe pile comprises a section and is movably interposed between the pipe pile and the plane. 前記軌道の両側部に設置された一対の枕木支持部材と、前記軌道を横切るように前記枕木支持部材間に架設された可動枕木とを備え、該可動枕木が前記枕木支持部材側に移動できるようにした請求項１に記載の管杭の吊り起こし装置。   A pair of tie support members installed on both sides of the track, and a moveable tie bridge installed between the tie support members so as to cross the track, the moveable sleeper can be moved to the tie support member side The pipe pile lifting and lowering device according to claim 1, wherein 前記連結部は、前記管杭の内側に挿入される内側保持体と、該内側保持体と間隔を置いて対向し、前記管杭の外側に配置される外側保持体と、前記内側保持体と前記外側保持体との間に前記管杭の端部縁を保持する杭保持手段とを備えている請求項１又は２に記載の管杭の吊り起こし装置。   The connection portion includes an inner holding body inserted inside the pipe pile, an outer holding body facing the inner holding body at a distance from the inner holding body, and the inner holding body. 3. A pipe pile lifting and lowering device according to claim 1, further comprising: a pile holding means for holding an end edge of the pipe pile with the outer holding body. 前記杭保持手段は、前記内側保持体及び／又は前記外側保持体の対向面部に固定された弾性部材を備え、該弾性部材を介して前記内側保持体と前記外側保持体との間に前記管杭の端部縁を挟持するようにした請求項３に記載の管杭の吊り起こし装置。   The pile holding means includes an elastic member fixed to the facing surface of the inner holding body and / or the outer holding body, and the tube is interposed between the inner holding body and the outer holding body via the elastic member. The pipe pile lifting device according to claim 3, wherein the end edge of the pile is held. 前記連結部は、前記管杭と付着する電磁石を備えている請求項１〜４の何れか一に記載の管杭の吊り起こし装置。   The said connection part is provided with the said pipe pile, The lifting apparatus of the pipe pile as described in any one of Claims 1-4 provided with the electromagnet. 平面上に横たえた状態の管杭の一端側を吊り上げ、前記管杭を立ち上げる管杭の吊り起こし方法において、
前記平面上を移動可能な補助具本体と、該補助具本体に回動可能に支持され、前記管杭の端部縁と着脱可能に連結される連結部とを備えている吊り起こし補助具を前記平面上に横たえた状態の管杭の前記管杭の端部縁に連結し、
前記吊り起こし補助具を平面上に設置した軌道に案内させ、前記管杭の一方の端部と前記平面との間に介在させつつ前記管杭の一端側を吊り上げて所定の角度まで前記管杭を立ち上げ、
しかる後、前記吊り起こし補助具を取り外すことを特徴とする管杭の吊り起こし方法。 In a lifting method of a pipe pile, which lifts one end side of a pipe pile in a state of lying on a plane, and raises the pipe pile,
A lifting aid comprising: an auxiliary tool body movable on the plane; and a connecting portion rotatably supported by the auxiliary tool body and detachably connected to an end edge of the pipe pile Connected to the end edge of the pipe pile of the pipe pile lying on the plane,
The pipe pile is guided to a track installed on a flat surface, and one end side of the pipe pile is lifted while being interposed between one end of the pipe pile and the plane, and the pipe pile to a predetermined angle Launch
After that, the method for lifting a pipe pile characterized by removing the lifting aid. 前記軌道の両側部に設置された一対の枕木支持部材と、前記軌道を横切るように前記枕木支持部材間に架設される可動枕木とを設置し、該可動枕木を介して前記管杭を平面上に横たえておき、
前記吊り起こし補助具を取り付けた後、前記可動枕木を前記枕木支持部材側に移動させ、
しかる後、前記平面上に横たえた状態の管杭の一端側を吊り上げる請求項６に記載の管杭の吊り起こし方法。 A pair of tie support members installed on both sides of the track and a moveable tie bridge installed between the tie support members so as to cross the track are installed, and the pipe pile is planarized through the moveable tie Lay down,
After attaching the lifting aid, the movable tie is moved to the tie support member side,
7. The method for lifting a pipe pile according to claim 6, wherein one end of the pipe pile in a state of lying on the plane is lifted.
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020128635A (en) * 2019-02-07 2020-08-27 清水建設株式会社 Load shake prevention device and load shake prevention method
JP2022001705A (en) * 2020-06-19 2022-01-06 大成建設株式会社 Column member electing device and column member erecting method
JP2022015958A (en) * 2020-07-10 2022-01-21 株式会社技研製作所 Movement auxiliary device and movement method of pile member
JP7661120B2 (en) 2021-05-13 2025-04-14 株式会社技研製作所 Pile lifting aid

Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5851090B2 (en) * 1978-08-11 1983-11-14 稔 黒田 pile punching machine
JPH0624141U (en) * 1992-08-31 1994-03-29 大成建設株式会社 Building equipment such as pillar members
JPH071195U (en) * 1993-06-11 1995-01-10 清水建設株式会社 Steel frame erection equipment
JPH09184294A (en) * 1995-12-28 1997-07-15 Penta Ocean Constr Co Ltd Method and apparatus for raising pillar material
JPH09256766A (en) * 1996-03-19 1997-09-30 Kopurosu:Kk Pit construction method and system
JP3042955U (en) * 1997-04-28 1997-11-04 川崎製鉄株式会社 Steel pipe pile lifting jig
JPH11311027A (en) * 1998-04-30 1999-11-09 Tokyu Constr Co Ltd Support device for erecting long member
JP3009131B2 (en) * 1996-10-31 2000-02-14 鹿島建設株式会社 Traveling trolley for erecting steel columns
JP2006274673A (en) * 2005-03-29 2006-10-12 Nishimatsu Constr Co Ltd Pipe pile groove protector
JP2006342554A (en) * 2005-06-08 2006-12-21 Kajima Corp Column material erection device and method
JP2008150848A (en) * 2006-12-18 2008-07-03 Seiji Tsuji Long member erecting and setting device of excavator
JP2014084641A (en) * 2012-10-24 2014-05-12 Chowa Kogyo Kk Pile holding relay device and pile construction method
US20160090707A1 (en) * 2014-09-25 2016-03-31 Bauer Maschinen Gmbh Pile-driving apparatus and method for driving a pile element into the ground

Patent Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5851090B2 (en) * 1978-08-11 1983-11-14 稔 黒田 pile punching machine
JPH0624141U (en) * 1992-08-31 1994-03-29 大成建設株式会社 Building equipment such as pillar members
JPH071195U (en) * 1993-06-11 1995-01-10 清水建設株式会社 Steel frame erection equipment
JPH09184294A (en) * 1995-12-28 1997-07-15 Penta Ocean Constr Co Ltd Method and apparatus for raising pillar material
JPH09256766A (en) * 1996-03-19 1997-09-30 Kopurosu:Kk Pit construction method and system
JP3009131B2 (en) * 1996-10-31 2000-02-14 鹿島建設株式会社 Traveling trolley for erecting steel columns
JP3042955U (en) * 1997-04-28 1997-11-04 川崎製鉄株式会社 Steel pipe pile lifting jig
JPH11311027A (en) * 1998-04-30 1999-11-09 Tokyu Constr Co Ltd Support device for erecting long member
JP2006274673A (en) * 2005-03-29 2006-10-12 Nishimatsu Constr Co Ltd Pipe pile groove protector
JP2006342554A (en) * 2005-06-08 2006-12-21 Kajima Corp Column material erection device and method
JP2008150848A (en) * 2006-12-18 2008-07-03 Seiji Tsuji Long member erecting and setting device of excavator
JP2014084641A (en) * 2012-10-24 2014-05-12 Chowa Kogyo Kk Pile holding relay device and pile construction method
US20160090707A1 (en) * 2014-09-25 2016-03-31 Bauer Maschinen Gmbh Pile-driving apparatus and method for driving a pile element into the ground

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020128635A (en) * 2019-02-07 2020-08-27 清水建設株式会社 Load shake prevention device and load shake prevention method
JP2022001705A (en) * 2020-06-19 2022-01-06 大成建設株式会社 Column member electing device and column member erecting method
JP2022015958A (en) * 2020-07-10 2022-01-21 株式会社技研製作所 Movement auxiliary device and movement method of pile member
JP7487031B2 (en) 2020-07-10 2024-05-20 株式会社技研製作所 Mobility assistance device and pile movement method
JP7661120B2 (en) 2021-05-13 2025-04-14 株式会社技研製作所 Pile lifting aid

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