JP2017053167A - Existing pile removal device - Google Patents

Existing pile removal device Download PDF

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JP2017053167A
JP2017053167A JP2015179087A JP2015179087A JP2017053167A JP 2017053167 A JP2017053167 A JP 2017053167A JP 2015179087 A JP2015179087 A JP 2015179087A JP 2015179087 A JP2015179087 A JP 2015179087A JP 2017053167 A JP2017053167 A JP 2017053167A
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casing
existing pile
gripping
plates
lifting
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JP6016998B1 (en
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守 大枝
Mamoru Oeda
守 大枝
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OEDA KENKI KOGYO KK
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Abstract

PROBLEM TO BE SOLVED: To provide an existing pile removing device enabling a smooth opening/closing operation of a gripping piece, facilitating countermeasures at a time of failure as well as maintenance and inspection, and reducing costs by simplifying a structure.SOLUTION: An existing pile gripping mechanism 3 constituting an existing pile removal device includes: two cylinder mechanisms 6x, 6y provided at diagonal positions on an outer peripheral surface at a top end of a casing 1; two lifting/lowering rods 70x, 70y connected to a tip of a rod of each of the cylinder mechanisms 6x, 6y and hanging down to a bottom end of the casing 1; gripping pieces 2A, 2B fitted openably on an opening edge at the bottom end of the casing 1; and a gripping piece opening/closing mechanism 7 converting force to pull up and force to push down each of the lifting/lowering rods 70x, 70y into force in a closing direction and force in an opening direction of each of the gripping pieces 2A, 2B. A plurality of claw plates 4 is protruded at a tip part of each of the gripping pieces 2A, 2B, and a blade 40 is provided on a tip part of each of the claw plates 4 for excavating a ground around the existing pile and cutting the existing pile.SELECTED DRAWING: Figure 2

Description

この発明は、建築構造物の立て替え時などに、地中に埋設されている既設杭を地上へ引き上げて撤去するのに用いられる既設杭撤去装置に関する。   The present invention relates to an existing pile removing device used for pulling up an existing pile buried in the ground and removing it when the building structure is replaced.

例えば、ビル、マンション、工場などの建築構造物は、その荷重を支持するために地中の固い地盤までコンクリート製の杭が埋め込まれている。建築構造物を建て替える場合、古い建物を解体撤去した後、地中深くに埋まった古い既設杭を引き抜くことが必要となる。出願人は先般、既設杭撤去装置として、図6に示す構成のものを提案した(例えば特許文献1参照)。この既設杭撤去装置は、下端の開口縁に沿って複数の堀削刃110が設けられた円筒状のケーシング100と、ケーシング100をその中心軸の周りに軸回転させて堀削刃110により地盤を堀削するケーシング駆動機構101と、ケーシング100の内部の堀削刃110の上方位置に開閉動作可能に設けられた左右一対のつかみ片9A,9Bとを含むものである。   For example, building structures such as buildings, condominiums, factories, etc. have concrete piles embedded in hard ground in order to support the load. When rebuilding a building structure, after dismantling and removing the old building, it is necessary to pull out the old existing pile buried deep underground. The applicant has recently proposed an existing pile removing apparatus having the configuration shown in FIG. 6 (see, for example, Patent Document 1). This existing pile removing apparatus includes a cylindrical casing 100 provided with a plurality of excavating blades 110 along an opening edge at the lower end, and the excavating blade 110 rotating the casing 100 around the central axis thereof, and the ground by the excavating blade 110. And a pair of left and right grip pieces 9A and 9B provided at a position above the excavating blade 110 inside the casing 100 so as to be capable of opening and closing.

前記の各つかみ片9A,9Bは、閉状態のときに突き合わされて上面開口のうつわ形状となるものであり、つかみ片開閉機構90により開閉駆動される。つかみ片開閉機構90は、ケーシング100の外周面に沿う半筒状の昇降板91と、昇降板91と各つかみ片9A,9Bとの間を連結する一対の作動ロッド92A,92Bと、ケーシング100の上端部に設けられる単一のシリンダ機構93と、シリンダ機構93のロッドと昇降板91との間を連結する1本の昇降ロッド94とで構成されている。   The grip pieces 9A and 9B are brought into contact with each other in a closed state to have a bowl shape with an upper surface opening, and are opened and closed by a grip piece opening / closing mechanism 90. The grip piece opening / closing mechanism 90 includes a semi-cylindrical lift plate 91 along the outer peripheral surface of the casing 100, a pair of operating rods 92 </ b> A and 92 </ b> B that connect the lift plate 91 and the grip pieces 9 </ b> A and 9 </ b> B, and the casing 100. A single cylinder mechanism 93 provided at the upper end of the cylinder and a single lifting rod 94 that connects the rod of the cylinder mechanism 93 and the lifting plate 91.

上記した構成の既設杭撤去装置により、地中の既設杭を撤去するには、ケーシング100内に既設杭の上端が入るように既設杭撤去装置を移動させた後、ケーシング駆動機構101によりケーシング100をその中心軸の周りに軸回転させ、ケーシング100の下端の掘削刃110により既設杭の周辺の地盤を掘削してケーシング100を徐々に下降させる。ケーシング100の下降時、シリンダ機構93は昇降ロッド94及び昇降板91を介して作動ロッド92A,92Bを押し下げており、これによりつかみ片9A,9Bは開状態となっている。ケーシング100の下端が既設杭の下端の少し下方に達したところでケーシング駆動機構101の駆動を停止させ、掘削刃110による掘削を停止させる。   In order to remove the existing pile in the ground using the existing pile removing device having the above-described configuration, the existing pile removing device is moved so that the upper end of the existing pile enters the casing 100, and then the casing 100 is moved by the casing driving mechanism 101. Is rotated about its central axis, the ground around the existing pile is excavated by the excavating blade 110 at the lower end of the casing 100, and the casing 100 is gradually lowered. When the casing 100 is lowered, the cylinder mechanism 93 pushes down the operating rods 92A and 92B via the elevating rod 94 and the elevating plate 91, whereby the gripping pieces 9A and 9B are opened. When the lower end of the casing 100 reaches slightly below the lower end of the existing pile, the driving of the casing drive mechanism 101 is stopped and excavation by the excavating blade 110 is stopped.

その後、シリンダ機構93を駆動して昇降ロッド94及び昇降板91と一体に作動ロッド92A,92Bを引き上げると、各つかみ片9A,9Bが閉動作する。各つかみ片9A,9Bは、閉状態のとき、上面開口のうつわ形状となり、既設杭を掬うようにしてつかむことができる。昇降板91を引き上げた状態を保持することにより各つかみ片9A,9Bは閉成状態に保たれるので、図示しないクレーンによりつかみ片9A,9Bにより把持されたケーシング100内の既設杭をケーシング100と一体に地上まで引き上げる。   Thereafter, when the cylinder mechanism 93 is driven and the operating rods 92A and 92B are pulled up integrally with the lifting rod 94 and the lifting plate 91, the gripping pieces 9A and 9B are closed. When each grip piece 9A, 9B is in a closed state, it has a bowl shape with an opening on the upper surface, and can be gripped by crawling an existing pile. Since the holding pieces 9A and 9B are kept closed by holding the lift plate 91 in the raised state, the existing piles in the casing 100 held by the holding pieces 9A and 9B by a crane (not shown) are used as the casing 100. And pull up to the ground.

一方のつかみ片9Aの先端部に既設杭を切断するための切断刃(図示せず)を設けることができ、この場合、堀削途中でシリンダ機構93を駆動して各つかみ片9A,9Bを閉動作させる。これにより、ケーシング100と一体回転する切断刃により既設杭が切断される。既設杭を寸断しつつ複数回に分けて引き上げることで、長くて重量が嵩む既設杭であっても地中より引き上げて撤去することができる。   A cutting blade (not shown) for cutting an existing pile can be provided at the tip of one gripping piece 9A. In this case, the cylinder mechanism 93 is driven during excavation so that each gripping piece 9A, 9B Close operation. Thus, the existing pile is cut by the cutting blade that rotates integrally with the casing 100. By pulling up an existing pile several times while cutting it, even an existing pile that is long and heavy can be lifted from the ground and removed.

特許第5265642号公報Japanese Patent No. 5265642

しかしながら、上記した構成の既設杭撤去装置において、つかみ片9A,9Bを開閉するのに、シリンダ機構93のロッドを伸縮動作させて1本の昇降ロッド94を昇降させ、この昇降ロッド94により昇降板91を引き上げたり押し下げたりするもので、引き上げ時や押し下げ時に昇降板91が傾動し、昇降板91の昇降、延いてはつかみ片9A,9Bの開閉に支障をきたすおそれがある。   However, in the existing pile removing apparatus having the above-described configuration, in order to open and close the gripping pieces 9A and 9B, the rod of the cylinder mechanism 93 is expanded and contracted to raise and lower one lifting rod 94, and the lifting rod 94 lifts and lowers the lifting plate. The lifting / lowering plate 91 is tilted when the lifting / lowering 91 is lifted or pushed down, and there is a possibility that the lifting / lowering plate 91 is lifted / lowered, and that the holding pieces 9A and 9B are opened / closed.

また、つかみ片9A,9Bはケーシング100の内部に設けられているため、故障時の対応や保守・点検が容易でなく、特に、つかみ片9A,9Bに既設杭を切断するための切断刃を設けた場合、保守、点検にさらなる手数がかかるだけでなく、地盤を削るための切削刃と既設杭を切断するための切断刃との2種類の刃を設けるため、構造が複雑化してコスト高となる。   In addition, since the grip pieces 9A and 9B are provided inside the casing 100, it is not easy to deal with a failure and maintenance / inspection. In particular, the grip pieces 9A and 9B have a cutting blade for cutting existing piles. If it is provided, not only will maintenance and inspection take more time, but two types of blades, a cutting blade for cutting the ground and a cutting blade for cutting existing piles, will be provided, resulting in a complicated structure and high cost. It becomes.

この発明は、上記の問題に着目してなされたもので、つかみ片の開閉動作が円滑であり、そのうえ、故障時の対応や保守・点検が容易であり、構造の簡易化によりコストの低減を実現した既設杭撤去装置を提供することを目的とする。   The present invention has been made paying attention to the above-mentioned problem, and the opening and closing operation of the gripping piece is smooth.Furthermore, it is easy to cope with the failure and to perform maintenance and inspection, and the cost can be reduced by simplifying the structure. It aims at providing the existing pile removal device which was realized.

この発明による既設杭撤去装置は、地中に埋設された撤去すべき既設杭の径及び長さより大きい径及び長さを有する円筒状のケーシングと、前記ケーシングをその中心軸の周りに軸回転させるケーシング駆動機構と、前記ケーシング駆動機構及びケーシングを昇降可能に支持するクレーンと、前記ケーシングに組み込まれる既設杭のつかみ機構とを備えるものである。前記つかみ機構は、前記ケーシングの上端部の外周面の対角位置にロッドを下向きにして設けられる2個のシリンダ機構と、各シリンダ機構のロッドの先端に連結され前記ケーシングの外周面に沿ってケーシングの下端部まで垂下する2本の昇降ロッドと、前記ケーシングの下端の開口縁に開閉可能に取り付けられる対をなすつかみ片と、各昇降ロッドの下端部と各つかみ片との間に設けられ各昇降ロッドを引き上げる力を各つかみ片を閉じる方向の力に変換し各昇降ロッドを押し下げる力を各つかみ片の開く方向の力に変換するつかみ片開閉機構とを備えている。前記の各つかみ片の先端部には複数の爪板が突設され、各爪板の先端部には既設杭の周囲の地盤を掘削しかつ既設杭を切断することが可能な刃が設けられている。   An existing pile removing apparatus according to the present invention comprises a cylindrical casing having a diameter and length larger than the diameter and length of an existing pile to be removed embedded in the ground, and the casing is rotated about its central axis. A casing driving mechanism, a crane that supports the casing driving mechanism and the casing so as to be movable up and down, and a gripping mechanism for an existing pile incorporated in the casing are provided. The gripping mechanism includes two cylinder mechanisms provided with the rods facing downward at the diagonal position of the outer peripheral surface of the upper end of the casing, and is connected to the tip of the rod of each cylinder mechanism along the outer peripheral surface of the casing. Provided between two lifting rods that hang down to the lower end of the casing, a pair of gripping pieces that can be opened and closed attached to the opening edge of the lower end of the casing, and the lower end of each lifting rod and each gripping piece A grip piece opening / closing mechanism is provided for converting a force for pulling up each lifting rod into a force in a direction for closing each gripping piece and converting a force for pushing down each lifting rod into a force in a direction for opening each gripping piece. A plurality of claw plates project from the tip of each grip piece, and a blade capable of excavating the ground around the existing pile and cutting the existing pile is provided at the tip of each claw plate. ing.

上記した構成の既設杭撤去装置により地中の既設杭を撤去するには、まず、撤去すべき既設杭の上端部を地表にわずかに露出させ、ケーシング内に既設杭の上端部が入るように既設杭撤去装置を移動させる。つぎに、ケーシング駆動機構によりケーシングをその中心軸の周りに軸回転させ、各つかみ片の先端部に設けられた複数の爪板の刃により既設杭の周辺の地盤を掘削しつつケーシングを徐々に下降させる。このケーシングの下降時、各シリンダ機構のロッドは突出して2本の昇降ロッドを一斉に押し下げており、これによりつまみ片は開状態を保っているので、各爪板の刃により地盤が堀削される。ケーシングの下端が既設杭の下端の少し下方まで達したところでケーシングの軸回転を停止させ、地盤の掘削を停止する。   In order to remove the existing pile in the ground using the existing pile removal device having the above configuration, first, the upper end of the existing pile to be removed is slightly exposed on the ground surface, and the upper end of the existing pile enters the casing. Move the existing pile removal device. Next, the casing is rotated about its central axis by the casing drive mechanism, and the casing is gradually removed while excavating the ground around the existing pile with the blades of the plurality of claw plates provided at the tip of each gripping piece. Lower. When the casing is lowered, the rod of each cylinder mechanism protrudes and pushes down the two lifting rods all at once. As a result, the knob pieces are kept open, so that the ground is excavated by the blades of each nail plate. The When the lower end of the casing reaches a little below the lower end of the existing pile, the shaft rotation of the casing is stopped and the excavation of the ground is stopped.

つぎに、各シリンダ機構のロッドを引き込んで2本の昇降ロッドを一斉に引き上げ、これにより各つかみ片を閉動作させる。昇降ロッドを引き上げた状態が保持されることで、各つかみ片は閉じた状態を保っているので、爪板が既設杭をつかみ、クレーンによりケーシングとともに既設杭を引き上げる。   Next, the rod of each cylinder mechanism is pulled in and the two lifting rods are pulled up all at once, thereby closing each gripping piece. Since the state where the lifting rod is pulled up is maintained, each gripping piece is kept in a closed state, so that the nail plate grips the existing pile and pulls the existing pile together with the casing by the crane.

既設杭を短く寸断しつつ撤去する場合は、ケーシングの下端が既設杭の適所まで達したところで、ケーシングを軸回転した状態で各シリンダ機構のロッドを引き込み、2本の昇降ロッドを一斉に引き上げてゆく。これにより、各つかみ片が閉動作するとき、各爪板の先端部の刃が既設杭の外周面に当接し、既設杭を切断してゆく。切断後はケーシングの軸回転を停止させ、寸断された既設杭をつかみ片の各爪板によりつかみ、クレーンによりケーシングとともに寸断した既設杭を引き上げる。   When removing an existing pile while cutting it short, when the lower end of the casing reaches the appropriate position of the existing pile, pull the rod of each cylinder mechanism with the casing pivoted, and pull up the two lifting rods all at once. go. As a result, when each gripping piece is closed, the blade at the tip of each claw plate comes into contact with the outer peripheral surface of the existing pile and cuts the existing pile. After cutting, the shaft rotation of the casing is stopped, the existing piles that have been cut are grasped by the nail plates of the grip pieces, and the existing piles that have been cut together with the casing are pulled up by the crane.

この発明の好ましい実施態様においては、前記つかみ片開閉機構は、前記の各昇降ロッドの下端部にそれぞれ連設された矩形状の駆動板と、前記の各つかみ片の両側端部につかみ片と一体に設けられる回動板と、前記の各駆動板を挟む両側位置にそれぞれ設けられ前記の各回動板を正逆各方向へ回動自由に支持する支持機構と、前記駆動板と前記回動板との間に設けられ駆動版の昇降動作を回動板の正逆各方向への回動動作に変換する変換機構とを含むものである。   In a preferred embodiment of the present invention, the gripping piece opening / closing mechanism includes a rectangular driving plate connected to the lower end of each lifting rod, and gripping pieces on both side ends of each gripping piece. A rotating plate provided integrally, a support mechanism that is provided at both side positions sandwiching each of the driving plates, and that freely supports the rotating plates in both forward and reverse directions, and the driving plate and the rotating And a conversion mechanism that is provided between the plate and converts the raising / lowering operation of the drive plate into a rotation operation of the rotation plate in forward and reverse directions.

この実施態様によると、2本の昇降ロッドの昇降動作に対応して各駆動板が一斉に昇降し、各昇降板の昇降動作が変換機構により各回動板の正逆各方向の回動動作に変換されるので、各回動板と一体に各つかみ片が回動して開閉動作する。   According to this embodiment, the respective drive plates are lifted and lowered simultaneously in response to the lifting and lowering operations of the two lifting rods, and the lifting and lowering operations of the respective lifting and lowering plates are turned in the forward and reverse directions of the respective rotating plates by the conversion mechanism. Since it is converted, each gripping piece rotates integrally with each rotating plate to open and close.

前記変換機構として種々の態様のものが考えられるが、その一実施態様は、前記の各駆動板の両側縁の上下位置にそれぞれ半円形に切り欠かれた第1、第2の凹部と、前記の各回動板の内面の外周部に沿って第1、第2の各凹部に対応させて設けられた第1,第2の円筒状の突部とを備えており、各駆動板が決められた位置まで下降したとき第1の凹部に第1の突部が嵌まりかつ第2の凹部から第2の突部が押し出された状態となって各つかみ片を開き、各駆動板が決められた位置まで上昇したとき第2の凹部に第2の突部が嵌まりかつ第1の凹部から第1の突部が押し出された状態となって各つかみ片を閉じるものである。   Various types of the conversion mechanism are conceivable. One embodiment of the conversion mechanism includes first and second recesses cut into semicircular shapes at upper and lower positions on both side edges of each drive plate, and First and second cylindrical projections provided corresponding to the first and second recesses along the outer peripheral portion of the inner surface of each rotating plate, and each drive plate is determined. When the first protrusion is fitted into the first recess and the second protrusion is pushed out from the second recess, each gripping piece is opened and each drive plate is determined. The second protrusion is fitted into the second recess and the first protrusion is pushed out from the first recess when the second protrusion is raised, and each grip piece is closed.

この実施態様によると、各駆動板が一斉に下降したときの各つかみ片の開く動作と、各駆動板が一斉に上昇したときの各つかみ片の閉じる動作とが、駆動板の第1、第2の各凹部に対して回動板の第1、第2の各突部の一方が嵌まり他方が押し出されることによって行われるとともに、各凹部への対応する突部の嵌合によりつかみ片が開いた状態及び閉じた状態に保たれるもので、構成が簡易にしてつかみ片の円滑かつ確実な開閉動作が実現される。   According to this embodiment, the operation of opening the grip pieces when the drive plates are lowered all at once and the operation of closing the grip pieces when the drive plates are raised all together are the first and the second of the drive plates. This is performed by fitting one of the first and second protrusions of the rotating plate into each recess and pushing the other, and the gripping piece is fitted by fitting the corresponding protrusion into each recess. It is maintained in an open state and a closed state, and a smooth and reliable opening / closing operation of the grip piece is realized with a simple configuration.

この発明によると、2本の昇降ロッドによってつかみ片を直接開閉動作させるようにし、また、ケーシングの下端の開口縁に取り付けた各つかみ片の先端部に複数の爪板を突設し、各爪板の先端部に地盤の切削と既設杭の切断との両方の機能を併せ持つ刃を設けたから、つかみ片の開閉動作が円滑であるうえに、故障時の対応や保守・点検が容易となり、構造の簡易化によりコストの低減を実現できるものである。   According to the present invention, the grip pieces are directly opened and closed by the two lifting rods, and a plurality of claw plates are provided at the tip of each grip piece attached to the opening edge at the lower end of the casing. Since the blade that has both the functions of cutting the ground and cutting the existing pile is provided at the tip of the plate, the gripping piece can be opened and closed smoothly, and it is easy to handle and maintain / inspect at the time of failure. The cost can be reduced by simplifying the above.

この発明の一実施例である既設杭撤去装置の全体構成を示す正面図である。It is a front view which shows the whole structure of the existing pile removal apparatus which is one Example of this invention. 図1の既設杭撤去装置の主要部分の構成を示す正面図である。It is a front view which shows the structure of the principal part of the existing pile removal apparatus of FIG. 既設杭のつかみ機構の構成の一部を拡大して示す正面図である。It is a front view which expands and shows a part of structure of the holding mechanism of the existing pile. 駆動板と駆動板を摺動自由に支持するガイド枠とを示す断面図である。It is sectional drawing which shows a drive plate and the guide frame which supports a drive plate freely to slide. つかみ片開閉機構の動作を示す正面図である。It is a front view which shows operation | movement of a holding piece opening / closing mechanism. 図5−1のつかみ片開閉機構の動作の続きを示す正面図である。It is a front view which shows the continuation of operation | movement of the holding piece opening / closing mechanism of FIGS. 図5−2のつかみ片開閉機構の動作の続きを示す正面図である。It is a front view which shows the continuation of operation | movement of the holding piece opening / closing mechanism of FIG. 従来の既設杭撤去装置の構成を示す正面図である。It is a front view which shows the structure of the conventional existing pile removal apparatus.

図1はこの発明の一実施例である既設杭撤去装置の全体構成を、図2はこの既設杭撤去装置の主要部分の構成を、それぞれ示している。この既設杭撤去装置は、主として、建築構造物を立て替えるときに、地中に埋設されている既設杭(図5においてPで示す)を地中より地上へ引き抜いて撤去するのに用いられるが、地中に埋まった既設杭以外の埋設物を寄せ集めてつかみ上げたり、地中に埋設されたコンクリート板などを切断してつかみ上げたりするなど、種々の撤去作業に用いることが可能である。   FIG. 1 shows an overall configuration of an existing pile removing apparatus according to an embodiment of the present invention, and FIG. 2 shows a configuration of a main part of the existing pile removing apparatus. This existing pile removal device is mainly used to pull out an existing pile (indicated by P in FIG. 5) buried in the ground and remove it from the ground when rebuilding a building structure. It can be used for various removal work, such as gathering and picking up buried objects other than existing piles buried in the ground, and cutting and picking up concrete boards buried in the ground .

図示例の既設杭撤去装置は、円筒状のケーシング1と、このケーシング1をその中心軸の周りに軸回転させるケーシング駆動機構5とを備えている。ケーシング1は、撤去すべき地中の既設杭の周囲を既設杭の全長にわたって囲むことが可能なように既設杭より大きな径を有するものである。また、ケーシング1は、既設杭の埋設深さまで既設杭を挿入することが可能なように既設杭より大きな長さを有している。   The existing pile removing apparatus of the illustrated example includes a cylindrical casing 1 and a casing drive mechanism 5 that rotates the casing 1 about its central axis. The casing 1 has a larger diameter than the existing pile so that the existing pile in the ground to be removed can be surrounded by the entire length of the existing pile. Moreover, the casing 1 has a length longer than that of the existing pile so that the existing pile can be inserted to the depth of the existing pile.

ケーシング1の下端の開口縁には、つかみ機構3を構成する対をなすつかみ片2A,2Bが開閉可能に取り付けられている。各つかみ片2A,2Bは、図3に示すように、ケーシング1の下端の開口縁に沿って湾曲する形状を有しており、各つかみ片2A,2Bの先端縁に沿って複数個の爪板4がボルト41の締付によって等間隔に固設されている。各爪板4はケーシング1の長さ方向に突出し、先端部に超硬合金チップやダイヤモンドなどの刃40を有している。各爪板4の刃40は、地中に埋設された既設杭の周囲の地盤を掘削して既設杭と地盤との関わりを切る機能と、地中に埋まった状態の既設杭の外周面に当接して既設杭を寸断する機能とを併せ持つものである。   A pair of gripping pieces 2A and 2B constituting the gripping mechanism 3 are attached to the opening edge of the lower end of the casing 1 so as to be openable and closable. As shown in FIG. 3, each grip piece 2 </ b> A, 2 </ b> B has a shape that curves along the opening edge at the lower end of the casing 1, and a plurality of claws along the tip edge of each grip piece 2 </ b> A, 2 </ b> B. The plates 4 are fixed at equal intervals by tightening bolts 41. Each claw plate 4 protrudes in the length direction of the casing 1 and has a blade 40 such as a cemented carbide chip or diamond at the tip. The blade 40 of each nail plate 4 has a function of excavating the ground around the existing pile buried in the ground to cut the relationship between the existing pile and the ground, and the outer peripheral surface of the existing pile buried in the ground. It also has the function of abutting and cutting existing piles.

ケーシング1は鋼管などを用いて構成されている。ケーシング1の周面には所定の大きさの開口12が複数個形成されている。これらの開口12を通してケーシング1の内部を貫通する既設杭の状態を目視することが可能であり、また、空気や水などをケーシング1の内外に流通させることができる。   The casing 1 is configured using a steel pipe or the like. A plurality of openings 12 having a predetermined size are formed on the peripheral surface of the casing 1. The state of the existing pile passing through the inside of the casing 1 through these openings 12 can be observed, and air, water, and the like can be circulated inside and outside the casing 1.

ケーシング1の上端は、ケーシング1をその中心軸の周りに軸回転させるケーシング駆動機構5に連結されている。ケーシング駆動機構5は内部にケーシング1を回転させるための回転力を発生させるモータ(図示せず。)を有している。ケーシング駆動機構5の下部には、前記モータによって回転する環状の回転駆動軸51が突出し、この回転駆動軸51の下部に一体に設けられた連結部52に、ケーシング1の上端部の結合部53が連結されている。この連結部分を介して回転駆動軸51の回転運動がケーシング1に伝達され、また、クレーン10の起伏動作によってケーシング1及びケーシング駆動機構5が一体に昇降する。   The upper end of the casing 1 is connected to a casing drive mechanism 5 that rotates the casing 1 about its central axis. The casing drive mechanism 5 has a motor (not shown) that generates a rotational force for rotating the casing 1 therein. An annular rotary drive shaft 51 that rotates by the motor projects from the lower portion of the casing drive mechanism 5, and a connecting portion 52 that is integrally provided at the lower portion of the rotary drive shaft 51 is connected to a joint portion 53 at the upper end of the casing 1. Are connected. The rotational movement of the rotary drive shaft 51 is transmitted to the casing 1 through this connecting portion, and the casing 1 and the casing drive mechanism 5 are moved up and down integrally by the crane 10 raising and lowering operation.

ケーシング1の上端部の外周面には、2個のシリンダ機構(以下、「第1のシリンダ機構6x」「第2のシリンダ機構6y」という。)がロッド(ピストンロッド)60を下向きにして、それぞれ支持金具64により対角位置に取り付けられている。なお、図1〜図4では、第2のシリンダ機構6yと第2のシリンダ6yを駆動源として昇降動作する各機構は図示されていないが、それらの機構の符号は第1のシリンダ機構6xを駆動源として昇降動作する各機構の符号とともに括弧書きで示してある。各シリンダ機構6x,6yは、既設杭をつかむためのつかみ機構3の駆動源であり、つかみ機構3は、ロッド60の先端に連結されケーシング1の外周面に沿ってケーシング1の下端部まで垂下する2本の昇降ロッド70x,70yと後述するつかみ片開閉機構7とを介して各つかみ片2A,2Bを開閉動作させる。なお、図中、72は昇降ロッド70x,70yをケーシング1の外周面上を上下方向に摺動自由に支持する昇降ガイド、73はシリンダ機構6x,6yのロッド60の先端部と昇降ロッド70x,70yの上端部とを連結する連結具である。   Two cylinder mechanisms (hereinafter referred to as “first cylinder mechanism 6x” and “second cylinder mechanism 6y”) have rods (piston rods) 60 facing downward on the outer peripheral surface of the upper end portion of the casing 1. Each is attached to a diagonal position by a support metal fitting 64. 1 to 4, the mechanisms that move up and down using the second cylinder mechanism 6 y and the second cylinder 6 y as drive sources are not shown, but the reference numerals of these mechanisms are the same as those of the first cylinder mechanism 6 x. It is shown in parentheses together with a reference numeral of each mechanism that moves up and down as a drive source. Each cylinder mechanism 6x, 6y is a drive source of the gripping mechanism 3 for gripping an existing pile, and the gripping mechanism 3 is connected to the tip of the rod 60 and hangs down to the lower end of the casing 1 along the outer peripheral surface of the casing 1 The grip pieces 2A and 2B are opened and closed through the two lifting rods 70x and 70y and the grip piece opening and closing mechanism 7 described later. In the figure, reference numeral 72 denotes a lifting guide for freely supporting the lifting rods 70x and 70y on the outer peripheral surface of the casing 1 in the vertical direction. 73 denotes a tip of the rod 60 of the cylinder mechanisms 6x and 6y and the lifting rods 70x and 70x. It is a connector which connects the upper end part of 70y.

各シリンダ機構6x,6yは同特性の油圧シリンダであって、内部のシリンダ室に対して作動油を導出入するための2本の管61,62が接続されている。第1の管61より作動油を導入されるとき、内部のピストンが下方へ押圧されてロッド60が下方へ突出する。このとき第2の管62から作動油が外部へ導出される。また、第2の管62より作動油が導入されるとき、内部のピストンが上方へ押圧されてロッド60が引っ込む。このとき第1の管61から作動油が外部へ導出される。各シリンダ機構6x,6yに対する作動油の導出入は油圧制御回路(図示せず)による制御の下に行われる。各シリンダ機構6x,6yは同期して作動し、各シリンダ機構6x,6yのロッド60が同じ速度で一斉に突出動作するとともに引込動作する。   Each of the cylinder mechanisms 6x and 6y is a hydraulic cylinder having the same characteristics, and two pipes 61 and 62 are connected to lead in and out the hydraulic oil into an internal cylinder chamber. When hydraulic oil is introduced from the first pipe 61, the internal piston is pressed downward, and the rod 60 protrudes downward. At this time, the hydraulic oil is led out from the second pipe 62 to the outside. Further, when hydraulic oil is introduced from the second pipe 62, the internal piston is pressed upward, and the rod 60 is retracted. At this time, the hydraulic oil is led out from the first pipe 61 to the outside. The operation oil is introduced into and introduced from the cylinder mechanisms 6x and 6y under the control of a hydraulic control circuit (not shown). The cylinder mechanisms 6x and 6y operate in synchronism, and the rods 60 of the cylinder mechanisms 6x and 6y simultaneously project and retract at the same speed.

図1に示すクレーン10は、ケーシング1及びケーシング駆動機構5を吊下状態で昇降可能に支持するもので、ケーシング1内の既設杭をつかみ片2A,2Bによりつかんだ状態でケーシング1と一体に地上まで引き上げる。ケーシング駆動機構5の上部にはフック54が取り付けられ、このフック54がクレーン10に取り付けられたフック11に引っ掛けられている。なお、図中、13はケーシング1が地面を掘削中に歳差運動するのを防止するための振れ止め板である。   A crane 10 shown in FIG. 1 supports the casing 1 and the casing drive mechanism 5 so as to be lifted and lowered in a suspended state, and is integrated with the casing 1 in a state where an existing pile in the casing 1 is grasped by the grasping pieces 2A and 2B. Pull up to the ground. A hook 54 is attached to the upper part of the casing drive mechanism 5, and this hook 54 is hooked on the hook 11 attached to the crane 10. In the figure, reference numeral 13 denotes a steady plate for preventing the casing 1 from precessing while excavating the ground.

各つかみ片2A,2Bは、図3に示すように、ケーシング1の下端の開口縁に沿ってほぼ半周する湾曲形状のものであって、ケーシング1とほぼ同じ曲率で湾曲している。各つかみ片2A,2Bが開いた状態のとき、図3及び図5−1に示すように、ケーシング1の外周面と各つかみ片2A,2Bの外周面とはほぼ揃って連続している。この開放状態のとき、各爪板4は下方へ突き出ている。このとき各爪板4の刃40は鉛直方向を向いて切り立っているので、ケーシング1の軸回転に伴って地盤が堀削される。   As shown in FIG. 3, each of the grip pieces 2 </ b> A and 2 </ b> B has a curved shape that substantially circulates along the opening edge at the lower end of the casing 1, and is curved with substantially the same curvature as the casing 1. When each grip piece 2A, 2B is in an open state, as shown in FIGS. 3 and 5-1, the outer peripheral surface of the casing 1 and the outer peripheral surface of each grip piece 2A, 2B are substantially aligned and continuous. In this open state, each nail plate 4 protrudes downward. At this time, since the blades 40 of the nail plates 4 are vertically oriented, the ground is excavated as the casing 1 rotates.

ケーシング1の軸回転が停止した状態でつかみ片2A,2Bが閉じたとき、各爪板4は、図5−3に示されるように、各つかみ片2A,2Bと一体に内方へ傾き、爪板4同士が互いに接近する。これにより、既設杭Pの下端を掬うようにしてつかむことも、既設杭Pの外周面をつかむことも可能である。また、ケーシング1が軸回転した状態で、各つかみ片2A,2Bを開状態から閉状態へ移行させるとき、図5−2に示すように、内方へ傾いた各爪板4の刃40が既設杭Pに外周面に対して斜めに当接することで、既設杭Pを切断することが可能である。   When the grip pieces 2A and 2B are closed in a state where the shaft rotation of the casing 1 is stopped, each claw plate 4 is inclined inward integrally with the grip pieces 2A and 2B, as shown in FIG. The nail plates 4 approach each other. Thereby, it is possible to grab the lower end of the existing pile P as well as the outer peripheral surface of the existing pile P. Further, when the gripping pieces 2A and 2B are shifted from the open state to the closed state with the casing 1 rotating in the axial direction, the blades 40 of the claw plates 4 tilted inward as shown in FIG. The existing pile P can be cut by contacting the existing pile P obliquely with respect to the outer peripheral surface.

各つかみ片2A,2Bは、ケーシング1の下端の開口縁に沿ってほぼ半周しており、各つかみ片2A,2Bの両側端縁は、図3に示されるように、一定距離隔てて対向している。一方のつかみ2Aの両側端部には回動板21a,21aが、他方のつかみ片2Bの両側端部には回動板21b,21bが、それぞれ外側より溶接により一体接合されている。各回動板21a,21bは、前記昇降ロッド70x、70yの下端部に連設された矩形状の駆動板71x,71yを挟む両側に位置し、支持機構22a,22bによって正逆各方向へ回動自由に支持され、これにより各つかみ片2A,2Bが傾動するようになっている。   Each grip piece 2A, 2B is substantially half-circumferentially along the opening edge at the lower end of the casing 1, and both side edges of each grip piece 2A, 2B are opposed to each other at a predetermined distance as shown in FIG. ing. Rotating plates 21a and 21a are integrally joined to both side end portions of one grip 2A, and rotating plates 21b and 21b are integrally joined to both side end portions of the other gripping piece 2B from outside. The rotary plates 21a and 21b are located on both sides of the rectangular drive plates 71x and 71y connected to the lower ends of the elevating rods 70x and 70y, and are rotated in forward and reverse directions by the support mechanisms 22a and 22b. The gripping pieces 2A and 2B are tilted by being freely supported.

図示例の支持機構22a,22bは、ケーシング1の下端部に各駆動板71x,71yを挟むように溶接により下向きに取り付けられた矩形状の支持板23a,23bと、各支持板23a,23bの外面に外向きに突設された短軸状の支持軸24a,24bと、各回動板21a,21bの内面、すなわち、支持板23a,23bと対向する面に形成され支持軸24a,24bを回動自由に支持する軸受穴25a,25bとで構成されている。支持軸24a,24bによって回動板21a,21bは正逆各方向へ回動自由に支持され、これによって各つかみ片2A,2Bが傾動して開閉動作する。   The support mechanisms 22a and 22b in the illustrated example include rectangular support plates 23a and 23b attached to the lower end portion of the casing 1 by welding so as to sandwich the drive plates 71x and 71y, and the support plates 23a and 23b. The short shaft-like support shafts 24a and 24b projecting outward on the outer surface and the inner surfaces of the respective rotation plates 21a and 21b, that is, the surfaces facing the support plates 23a and 23b, are rotated around the support shafts 24a and 24b. It consists of bearing holes 25a and 25b that are supported freely. The rotary plates 21a and 21b are supported by the support shafts 24a and 24b so as to freely rotate in forward and reverse directions, whereby the grip pieces 2A and 2B are tilted to open and close.

上記した駆動板71x,71y、回動板21a,21b、支持機構22、及び後述する変換機構8は、つかみ片2A,2Bを開閉動作させるつかみ片開閉機構7を構成している。各駆動板71x,71yは、上下方向に長い矩形状をなすものであり、ケーシング1の下端の開口縁の対角位置に形成された矩形状の切欠部14内を昇降する。各切欠部14には、図4に示すように、駆動板71x,71yの両側縁を上下方向に摺動自由に支持するコ字形のガイド枠15がそれぞれ取り付けられている。なお、駆動板71x,71yおよびガイド枠15は、ケーシング1の湾曲に合わせて湾曲させてもよい(図4で一点鎖線で示す。)。   The drive plates 71x and 71y, the rotation plates 21a and 21b, the support mechanism 22 and the conversion mechanism 8 described later constitute a grip piece opening / closing mechanism 7 that opens and closes the grip pieces 2A and 2B. Each of the drive plates 71x and 71y has a rectangular shape that is long in the vertical direction, and moves up and down in a rectangular cutout portion 14 formed at a diagonal position of the opening edge at the lower end of the casing 1. As shown in FIG. 4, a U-shaped guide frame 15 that supports both side edges of the drive plates 71x and 71y in the up and down direction is attached to each notch portion 14, respectively. The drive plates 71x and 71y and the guide frame 15 may be curved in accordance with the curvature of the casing 1 (indicated by a one-dot chain line in FIG. 4).

つかみ片開閉機構7は、各昇降ロッド70x,70yの下端部と各つかみ片2A,2Bとの間に設けられ、各昇降ロッド70x、70yを引き上げる力を各つかみ片2A,2Bを閉じる方向の力に変換し、各昇降ロッド70x,70yの押し下げる力を各つかみ片2A,2Bを開く方向の力に変換するもので、図5−1〜図5−3に示された動作を行う変換機構8を具備している。   The gripping piece opening / closing mechanism 7 is provided between the lower ends of the lifting rods 70x and 70y and the gripping pieces 2A and 2B, and a force for pulling up the lifting rods 70x and 70y is provided in the direction of closing the gripping pieces 2A and 2B. Conversion mechanism for converting the force into a force to push down the lifting rods 70x and 70y into a force in the direction of opening the gripping pieces 2A and 2B, and performing the operations shown in FIGS. 8 is provided.

変換機構8は、一方の駆動板71xと一方の回動板21a,21bとの間、及び反対側の他方の駆動板71yと他方の回動板21a,21bとの間に設けられており、各駆動版71x,71yの上下方向の昇降動作を各回動板21a,21bの正逆各方向への回動動作に変換するものである。
図示例の変換機構8は、各駆動板71x,71yの両側縁の上下位置に所定の距離隔ててそれぞれ半円形に切り欠かれた第1の凹部81a,81b及び第2の凹部82a,82bと、各回動板21a,21bの内面に第1、第2の各凹部81a,81b、82a,82bに対応させて所定の角度隔てて突設された円筒状をなす第1、第2の各突部83a,83b、84a,84bとを備えたものである。各突部83a,83b、84a,84bの径は各凹部81a,81b、82a,82bの内径とほぼ一致し、両者が互いに嵌まり合うようになっている。
The conversion mechanism 8 is provided between one drive plate 71x and one rotation plate 21a, 21b, and between the other drive plate 71y on the opposite side and the other rotation plate 21a, 21b. The vertical movement of the drive plates 71x and 71y is converted into the rotation of the rotary plates 21a and 21b in the forward and reverse directions.
The conversion mechanism 8 in the illustrated example includes first and second recesses 81a and 81b and second recesses 82a and 82b that are cut out in a semicircular shape at a predetermined distance from the upper and lower positions of both side edges of the drive plates 71x and 71y, respectively. The first and second protrusions are formed in a cylindrical shape projecting from the inner surfaces of the rotating plates 21a and 21b at a predetermined angle corresponding to the first and second recesses 81a, 81b, 82a and 82b. Parts 83a, 83b, 84a, 84b. The diameters of the protrusions 83a, 83b, 84a, and 84b are substantially the same as the inner diameters of the recesses 81a, 81b, 82a, and 82b, and the two fit together.

各駆動板71x、71yは、図5−1に示される位置まで下降し、図5−3に示される位置まで上昇するように、第1、第2の各シリンダ機構6x,6yの動作が制御されている。各駆動板71x,71yの昇降動作に応じて第1、第2の各凹部81a,81b、82a,82bに対して第1、第2の各突部83a,83b、84a,84bの一方が嵌まり込み、他方が押し出されることにより、各回動板21a,21bが正逆各方向に回動するようになっている。   The operation of each of the first and second cylinder mechanisms 6x and 6y is controlled so that each drive plate 71x and 71y descends to the position shown in FIG. 5-1, and rises to the position shown in FIG. 5-3. Has been. One of the first and second protrusions 83a, 83b, 84a, 84b is fitted to the first and second recesses 81a, 81b, 82a, 82b according to the raising / lowering operation of the drive plates 71x, 71y. The rotating plates 21a and 21b are rotated in forward and reverse directions by being jammed and pushed out by the other.

図5−1は、第1、第2の各シリンダ機構6x,6yのロッド60が突出して昇降ロッド70x、70yが一斉に押し下げられ、各駆動板71x,71yが決められた同じ位置まで下降した状態を示している。この状態では、各駆動板71x,71yの第1の凹部81a,81bに回動板21a,21bの第1の突部83a,83bが完全に嵌まり込んでおり、一方、第2の突部83a,83bが第2の凹部82a,82bから押し出されており、このとき、各つかみ片2A,2Bは開いた状態となっている。   FIG. 5A shows that the rods 60 of the first and second cylinder mechanisms 6x and 6y protrude, the lifting rods 70x and 70y are pushed down all at once, and the drive plates 71x and 71y are lowered to the same predetermined positions. Indicates the state. In this state, the first protrusions 83a and 83b of the rotating plates 21a and 21b are completely fitted in the first recesses 81a and 81b of the drive plates 71x and 71y, respectively, while the second protrusions 83a and 83b are pushed out from the second recesses 82a and 82b, and at this time, the gripping pieces 2A and 2B are opened.

図5−3は、第1、第2の各シリンダ機構6x,6yのロッド60が引っ込まれて昇降ロッド70x,70yが一斉に引き上げられ、各駆動板71x,71yが決められた同じ位置まで上昇した状態を示している。この状態では、各駆動板71x,71yの第2の凹部82a,82bに回動板21a,21bの第2の突部84a,84bが完全に嵌まり込んでおり、一方、第1の突部83a,83bが第1の凹部81a,81bから押し出されており、このとき、各つかみ片2A,2Bは閉じた状態となっている。   FIG. 5-3 shows that the rods 60 of the first and second cylinder mechanisms 6x and 6y are retracted and the elevating rods 70x and 70y are pulled up all at once, and the drive plates 71x and 71y are moved up to the same position. Shows the state. In this state, the second protrusions 84a and 84b of the rotating plates 21a and 21b are completely fitted in the second recesses 82a and 82b of the drive plates 71x and 71y, respectively, while the first protrusions 83a and 83b are pushed out from the first recesses 81a and 81b. At this time, the grip pieces 2A and 2B are closed.

図5−2は、第1、第2の各シリンダ機構6x,6yのロッド60が半ば突出し、各駆動板71x,71yが同じ中間位置にある状態を示している。この状態では、各駆動板71x,71yの第1の凹部81a,81bに回動板21a,21bの第1の突部83a,83bが、第2の凹部82a,82bに第2の突部83a,83bが、わずかに浮いた状態で嵌まっており、各つかみ片2A,2Bは半ば閉じた状態となっている。   FIG. 5B shows a state in which the rods 60 of the first and second cylinder mechanisms 6x and 6y protrude halfway and the drive plates 71x and 71y are at the same intermediate position. In this state, the first protrusions 83a and 83b of the rotating plates 21a and 21b are provided in the first recesses 81a and 81b of the drive plates 71x and 71y, and the second protrusion 83a is provided in the second recesses 82a and 82b. 83b are fitted in a slightly floating state, and each gripping piece 2A, 2B is in a semi-closed state.

なお、この実施例の変換機構8は、各駆動板71x,71yの両側縁に第1,第2の各凹部81a,81b、82a,82b、各駆動板71x,71yを挟む各回動板21a,21bに第1,第2の各突部83a,83b、84a,84bをそれぞれ形成して、各駆動板71x,71yの往復直線運動を回動板21a,21bの正逆各方向の回転運動に変換する構成のものであるが、変換機構8はこの実施例に示す態様のものに限らず、例えば、各駆動板71x,71yの両側縁にラック、各回動板21a,21bにラックに噛み合うピニオンギヤを設けたような構成のものであってもよい。   Note that the conversion mechanism 8 of this embodiment includes the first and second recesses 81a, 81b, 82a, 82b and the rotary plates 21a, 71b sandwiching the drive plates 71x, 71y on both side edges of the drive plates 71x, 71y. The first and second protrusions 83a, 83b, 84a, 84b are respectively formed on 21b, and the reciprocating linear motion of the drive plates 71x, 71y is changed to the rotational motion of the rotating plates 21a, 21b in the forward and reverse directions. The conversion mechanism 8 is not limited to the one shown in this embodiment. For example, the drive mechanism 71x and 71y have racks on both side edges and the rotation plates 21a and 21b mesh with the racks. The thing of the structure which provided this may be sufficient.

上記した構成の既設杭撤去装置により地中の既設杭を撤去するには、まず、撤去すべき既設杭Pの上端部を地表にわずかに露出させ、ケーシング1内に既設杭Pの上端が入るように既設杭撤去装置を移動させる。つぎに、ケーシング駆動機構5によりケーシング1をその中心軸の周りに軸回転させ、各つかみ片2A,2Bの先端部に設けられた複数の爪板4の刃40により既設杭Pの周辺の地盤を掘削しつつケーシング1を徐々に下降させる。図5−1は、ケーシング1を下降させるときのつかみ片2A,2Bの状態を示している。   In order to remove the existing pile in the ground using the existing pile removing device having the above-described configuration, first, the upper end of the existing pile P to be removed is slightly exposed to the ground surface, and the upper end of the existing pile P enters the casing 1. So that the existing pile removal device is moved. Next, the casing 1 is rotated about its central axis by the casing drive mechanism 5, and the ground around the existing pile P is formed by the blades 40 of the plurality of nail plates 4 provided at the tip portions of the gripping pieces 2 </ b> A and 2 </ b> B. The casing 1 is gradually lowered while digging. FIG. 5A shows a state of the grip pieces 2A and 2B when the casing 1 is lowered.

このケーシング1の下降時、第1、第2の各シリンダ機構6x,6yのロッド60は突出して2本の昇降ロッド70x,70yを一斉に押し下げており、各駆動板71x,71yの第1の凹部81a,81bに各回動板21a,21bの第1の突部83a,83bが完全に嵌まり込んだ状態となっている(図5−1参照)。これにより、回動板21a,21bと一体の各つまみ片2A,2Bは開状態を保ち、各爪板4の刃40が地盤を掘削する。上記の動作では、2個のシリンダ機構6x,6yが同期して作動し、個別に昇降ロッド70x,70yを一斉に押し下げ、それぞれの押し下げ力を各昇降板71x,71yに直接伝えて各つかみ片2A,2Bを開動作させるので、つかみ片2A,2Bの開動作が円滑かつ安定して行われる。ケーシング1の下端が既設杭Pの下端の少し下方まで達したところでケーシング駆動機構5の駆動を停止させてケーシング1の軸回転を止め、地盤の掘削を停止する。   When the casing 1 is lowered, the rods 60 of the first and second cylinder mechanisms 6x and 6y protrude to push down the two lifting rods 70x and 70y at the same time. The first protrusions 83a and 83b of the rotary plates 21a and 21b are completely fitted in the recesses 81a and 81b (see FIG. 5A). Thereby, each knob piece 2A, 2B integral with the rotating plates 21a, 21b is kept open, and the blade 40 of each claw plate 4 excavates the ground. In the above operation, the two cylinder mechanisms 6x and 6y are operated in synchronism, individually depressing the elevating rods 70x and 70y simultaneously, and directly transmitting the depressing forces to the elevating plates 71x and 71y. Since the opening operation of 2A and 2B is performed, the opening operation of the grip pieces 2A and 2B is performed smoothly and stably. When the lower end of the casing 1 reaches a position slightly below the lower end of the existing pile P, the driving of the casing drive mechanism 5 is stopped, the shaft rotation of the casing 1 is stopped, and the excavation of the ground is stopped.

つぎに、第1,第2の各シリンダ機構6x、6yはロッド60を引き込んで2本の昇降ロッド70x,70yを一斉に引き上げる。これにより、各駆動板71x,71yの第1の凹部81a,81bより各回動板21a,21bの第1の突部83a,83bが押し出され、一方、第2の凹部82a,82bに各回動板21a,21bの第2の突部84a,84bが完全に嵌まり込む(図5−3参照)。上記の動作に伴って回動板21a,21bが回動し、この回動板21a,21bと一体に各つかみ片2A,2Bが閉動作する。   Next, each of the first and second cylinder mechanisms 6x and 6y pulls the rod 60 and pulls up the two lifting rods 70x and 70y all at once. As a result, the first protrusions 83a and 83b of the rotary plates 21a and 21b are pushed out from the first concave portions 81a and 81b of the drive plates 71x and 71y, respectively, while the rotary plates are inserted into the second concave portions 82a and 82b. The second protrusions 84a and 84b of 21a and 21b are completely fitted (see FIG. 5-3). The rotary plates 21a and 21b rotate with the above operation, and the gripping pieces 2A and 2B are closed together with the rotary plates 21a and 21b.

上記の動作では、2個のシリンダ機構6x,6yが同期して作動し、個別に昇降ロッド70x,70yを一斉に引き上げ、それぞれの引き上げ力を各昇降板71x,71yに直接伝えて各つかみ片2A,2Bを閉動作させるので、つかみ片2A,2Bの閉動作が円滑かつ安定して行われる。昇降ロッド70x,70yが引き上げられた状態を保持することで、各つかみ片2A,2Bは閉じた状態に保たれ、爪板4により既設杭Pを掬うようにしてつかむもので、クレーン10によりケーシング1とともに既設杭Pを引き上げることができる。
なお、ケーシング1の引上げ時、つかみ片2A,2Bに既設杭Pの過度な荷重がかかったときは、昇降ロッド70x,70yの引張力を解除することで、つかみ片2A,2Bを開いて既設杭Pを容易に解放できる。これにより過度な荷重によってつかみ片2A,2Bが破壊されるおそれはない。
In the above operation, the two cylinder mechanisms 6x and 6y are operated in synchronism, and the lifting rods 70x and 70y are individually lifted simultaneously, and the lifting force is directly transmitted to the lifting plates 71x and 71y, respectively. Since the 2A and 2B are closed, the gripping pieces 2A and 2B are closed smoothly and stably. By holding the lifting rods 70x and 70y in the raised state, the gripping pieces 2A and 2B are held in a closed state, and are gripped by the nail plate 4 so as to crawl the existing pile P. 1 and the existing pile P can be pulled up.
When the casing 1 is pulled up, if an excessive load of the existing pile P is applied to the grip pieces 2A, 2B, the grip pieces 2A, 2B are opened by releasing the pulling force of the lifting rods 70x, 70y. The pile P can be easily released. Accordingly, there is no possibility that the grip pieces 2A and 2B are broken by an excessive load.

既設杭Pを短く寸断しつつ撤去する場合は、ケーシング1の下端が既設杭Pの適所まで達したところで、ケーシング1を軸回転した状態で第1,第2の各シリンダ機構6x,6yのロッド60を引き込み、2本の昇降ロッド70x,70yを一斉に引き上げてゆく。これにより、各つかみ片2A,2Bが閉動作するとき、各爪板4の先端部の刃40が既設杭Pの外周面に当接するもので(図5−2参照)、昇降ロッド70x、70yを引き続き引き上げることにより既設杭Pを切断してゆく。切断後はケーシング駆動機構5の駆動を停止させてケーシング1の軸回転を止め、寸断された既設杭をつかみ片2A,2Bの各爪板4によりつかみ、クレーン10によりケーシング1とともに寸断した既設杭を引き上げる。   When removing the existing pile P while cutting it short, the rods of the first and second cylinder mechanisms 6x, 6y are rotated with the casing 1 pivoted when the lower end of the casing 1 reaches the appropriate position of the existing pile P. 60 is pulled in and the two lifting rods 70x and 70y are pulled up simultaneously. Thereby, when each gripping piece 2A, 2B is closed, the blade 40 at the tip of each claw plate 4 comes into contact with the outer peripheral surface of the existing pile P (see FIG. 5-2), and the lifting rods 70x, 70y The existing pile P is cut by continuously pulling up. After cutting, the driving of the casing drive mechanism 5 is stopped to stop the shaft rotation of the casing 1, the existing piles that have been cut are gripped by the claw plates 4 of the grip pieces 2 A and 2 B, and the existing piles that are cut along with the casing 1 by the crane 10. Pull up.

上記した既設杭撤去装置の構成によると、第1、第2の各シリンダ機構6x,6yに連結された2本の昇降ロッド70x,70yによってつかみ片2A,2Bを直接開閉動作させるので、つかみ片2A,2Bの開閉動作が円滑に行われる。また、つかみ片2A,2Bはケーシング1の下端の開口縁に取り付け、各つかみ片2A,2Bの先端部に地盤の切削と既設杭の切断との両方の機能を併せ持つ刃40を有する複数の爪板4を設けているので、ケーシングの内部につかみ片を設け、ケーシングの下端とつかみ片とに地盤の堀削のための刃と既設杭の切断のための刃を個別に設けた従来例と比較して、故障時の対応や保守・点検が容易となり、構造の簡易化によりコストの低減が実現される。   According to the configuration of the existing pile removing device described above, the grip pieces 2A and 2B are directly opened and closed by the two lifting rods 70x and 70y connected to the first and second cylinder mechanisms 6x and 6y. The opening / closing operation of 2A and 2B is performed smoothly. Further, the grip pieces 2A and 2B are attached to the opening edge of the lower end of the casing 1, and a plurality of claws having a blade 40 having both functions of cutting the ground and cutting existing piles at the tip of each grip piece 2A and 2B. Since the plate 4 is provided, a gripping piece is provided inside the casing, and a blade for excavating the ground and a blade for cutting an existing pile are separately provided on the lower end of the casing and the gripping piece; In comparison, it is easy to deal with failure, maintenance, and inspection, and the cost can be reduced by simplifying the structure.

1 ケーシング
2A,2B つかみ片
3 つかみ機構
4 爪板
5 ケーシング駆動機構
6x,6y シリンダ機構
7 つかみ片開閉機構
8 変換機構
21a,21b 回動板
22a,22b 支持機構
40 刃
60 ロッド
70x、70y 昇降ロッド
71x,71y 駆動板
81a,81b 第1の凹部
82a,82b 第2の凹部
83a,83b 第1の突部
84a,84b 第2の突部
DESCRIPTION OF SYMBOLS 1 Casing 2A, 2B Grasp piece 3 Grasp mechanism 4 Claw plate 5 Casing drive mechanism 6x, 6y Cylinder mechanism 7 Grasp piece opening / closing mechanism 8 Conversion mechanism 21a, 21b Rotating plate 22a, 22b Support mechanism 40 Blade 60 Rod 70x, 70y Lifting rod 71x, 71y Drive plate 81a, 81b 1st recessed part 82a, 82b 2nd recessed part 83a, 83b 1st protrusion 84a, 84b 2nd protrusion

上記した構成の既設杭撤去装置により地中の既設杭を撤去するには、まず、撤去すべき既設杭の上端部を地表にわずかに露出させ、ケーシング内に既設杭の上端部が入るように既設杭撤去装置を移動させる。つぎに、ケーシング駆動機構によりケーシングをその中心軸の周りに軸回転させ、各つかみ片の先端部に設けられた複数の爪板の刃により既設杭の周辺の地盤を掘削しつつケーシングを徐々に下降させる。このケーシングの下降時、各シリンダ機構のロッドは突出して2本の昇降ロッドを一斉に押し下げており、これによりつかみ片は開状態を保っているので、各爪板の刃により地盤が堀削される。ケーシングの下端が既設杭の下端の少し下方まで達したところでケーシングの軸回転を停止させ、地盤の掘削を停止する。 In order to remove the existing pile in the ground using the existing pile removal device having the above configuration, first, the upper end of the existing pile to be removed is slightly exposed on the ground surface, and the upper end of the existing pile enters the casing. Move the existing pile removal device. Next, the casing is rotated about its central axis by the casing drive mechanism, and the casing is gradually removed while excavating the ground around the existing pile with the blades of the plurality of claw plates provided at the tip of each gripping piece. Lower. When the casing is lowered, the rod of each cylinder mechanism protrudes and pushes down the two lifting rods at the same time. As a result, the gripping piece is kept open, so that the ground is excavated by the blades of each nail plate. The When the lower end of the casing reaches a little below the lower end of the existing pile, the shaft rotation of the casing is stopped and the excavation of the ground is stopped.

また、この発明の既設杭撤去装置においては、前記つかみ片開閉機構は、前記の各昇降ロッドの下端部にそれぞれ連設された矩形状の駆動板と、前記の各つかみ片の両側端部につかみ片と一体に設けられる回動板と、前記の各駆動板を挟む両側位置にそれぞれ設けられ前記の各回動板を正逆各方向へ回動自由に支持する支持機構と、前記駆動板と前記回動板との間に設けられ駆動板の昇降動作を回動板の正逆各方向への回動動作に変換する変換機構とを含むものである。 Further, in the existing pile removing device of the present invention, the grip piece opening / closing mechanism is provided at a rectangular drive plate connected to a lower end portion of each lifting rod, and at both end portions of each grip piece. A rotating plate provided integrally with the gripping piece, a support mechanism provided at both side positions sandwiching each of the driving plates, and supporting the rotating plates so as to freely rotate in forward and reverse directions, and the driving plate; And a conversion mechanism that is provided between the rotating plate and converts the raising / lowering operation of the driving plate into a rotating operation of the rotating plate in forward and reverse directions.

この構成によると、2本の昇降ロッドの昇降動作に対応して各駆動板が一斉に昇降し、各昇降板の昇降動作が変換機構により各回動板の正逆各方向の回動動作に変換されるので、各回動板と一体に各つかみ片が回動して開閉動作する。 According to this configuration , the drive plates move up and down all at once in response to the up and down movements of the two up and down rods, and the up and down movements of the up and down plates are converted into forward and reverse rotational movements of the rotary plates by the conversion mechanism. Therefore, each gripping piece rotates integrally with each rotating plate to open and close.

Claims (3)

地中に埋設された撤去すべき既設杭の径及び長さより大きい径及び長さを有する円筒状のケーシングと、前記ケーシングをその中心軸の周りに軸回転させるケーシング駆動機構と、前記ケーシング駆動機構及びケーシングを昇降可能に支持するクレーンと、前記ケーシングに組み込まれる既設杭のつかみ機構とを備えた既設杭撤去装置において、前記つかみ機構は、前記ケーシングの上端部の外周面の対角位置にロッドを下向きにして設けられる2個のシリンダ機構と、各シリンダ機構のロッドの先端に連結され前記ケーシングの外周面に沿ってケーシングの下端部まで垂下する2本の昇降ロッドと、前記ケーシングの下端の開口縁に開閉可能に取り付けられる対をなすつかみ片と、各昇降ロッドの下端部と各つかみ片との間に設けられ各昇降ロッドを引き上げる力を各つかみ片を閉じる方向の力に変換し各昇降ロッドを押し下げる力を各つかみ片の開く方向の力に変換するつかみ片開閉機構とを備えており、前記の各つかみ片の先端部には複数の爪板が突設され、各爪板の先端部には既設杭の周囲の地盤を堀削しかつ既設杭を切断することが可能な刃が設けられてなる既設杭撤去装置。   A cylindrical casing having a diameter and length larger than the diameter and length of an existing pile to be removed embedded in the ground, a casing driving mechanism for rotating the casing around its central axis, and the casing driving mechanism And an existing pile removing device comprising a crane that supports the casing so as to be movable up and down, and an existing pile holding mechanism incorporated in the casing, wherein the holding mechanism is a rod at a diagonal position on the outer peripheral surface of the upper end portion of the casing. Two cylinder mechanisms provided facing downward, two lifting rods that are connected to the tip of the rod of each cylinder mechanism and hang down to the lower end of the casing along the outer peripheral surface of the casing, and the lower end of the casing A pair of gripping pieces that are attached to the opening edge so as to be openable and closable, and each lifting piece provided between the lower end of each lifting rod and each gripping piece A gripping piece opening / closing mechanism that converts a force for pulling up the rod into a force in the direction of closing each gripping piece and a force for pushing down each lifting rod into a force in the opening direction of each gripping piece. Removal of existing piles with a plurality of nail plates projecting at the tip, and a blade capable of excavating the ground around the existing pile and cutting the existing pile at the tip of each nail plate apparatus. 前記つかみ片開閉機構は、前記の各昇降ロッドの下端部にそれぞれ連設された矩形状の駆動板と、前記の各つかみ片の両側端部につかみ片と一体に設けられる回動板と、前記の各駆動板を挟む両側位置にそれぞれ設けられ前記の各回動板を正逆各方向へ回動自由に支持する支持機構と、前記駆動板と前記回動板との間に設けられ駆動版の昇降動作を回動板の正逆各方向への回動動作に変換する変換機構とを含むものである請求項1に記載の既設杭撤去装置。   The grip piece opening / closing mechanism includes a rectangular drive plate connected to a lower end portion of each lifting rod, a rotating plate provided integrally with the grip pieces on both side ends of each grip piece, A support mechanism provided between the drive plate and the rotary plate, and a support mechanism that is provided at both sides of the drive plate and supports the rotary plates to freely rotate in forward and reverse directions. The existing pile removing device according to claim 1, further comprising: a conversion mechanism that converts the lifting / lowering operation into a rotating operation of the rotating plate in forward and reverse directions. 前記変換機構は、前記の各駆動板の両側縁の上下位置にそれぞれ半円形に切り欠かれた第1、第2の凹部と、前記の各回動板の内面の外周部に沿って第1、第2の各凹部に対応させて設けられた第1,第2の円筒状の突部とを備えており、各駆動板が決められた位置まで下降したとき第1の凹部に第1の突部が嵌まりかつ第2の凹部から第2の突部が押し出された状態となって各つかみ片を開き、各駆動板が決められた位置まで上昇したとき第2の凹部に第2の突部が嵌まりかつ第1の凹部から第1の突部が押し出された状態となって各つかみ片を閉じるものである請求項2に記載の既設杭撤去装置。   The conversion mechanism includes first and second recesses cut into semicircular shapes at the upper and lower positions of both side edges of the drive plates, and first and second outer peripheral portions of the inner surfaces of the rotary plates. First and second cylindrical projections provided corresponding to the second recesses, and the first projections are formed in the first recesses when each drive plate is lowered to a predetermined position. When the part is fitted and the second protrusion is pushed out from the second recess, each gripping piece is opened and each drive plate is raised to a predetermined position. The existing pile removing device according to claim 2, wherein the gripping piece is fitted and the first protrusion is pushed out from the first recess to close each gripping piece.
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CN106988313A (en) * 2017-05-18 2017-07-28 上海金泰工程机械有限公司 Stake holes wall mud-scraping apparatus
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CN117702747A (en) * 2024-02-04 2024-03-15 广州市海珠工程建设有限公司 Pile extractor of anti-drop pile for constructional engineering
CN117702747B (en) * 2024-02-04 2024-04-05 广州市海珠工程建设有限公司 Pile extractor of anti-drop pile for constructional engineering

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