JP4851632B1 - Existing pile crushing and removing apparatus and existing pile crushing and removing method - Google Patents
Existing pile crushing and removing apparatus and existing pile crushing and removing method Download PDFInfo
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- 238000000034 method Methods 0.000 title claims abstract description 37
- 230000002093 peripheral effect Effects 0.000 claims abstract description 24
- 239000000463 material Substances 0.000 claims abstract description 17
- 238000009412 basement excavation Methods 0.000 claims abstract description 12
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract description 22
- 229910052742 iron Inorganic materials 0.000 abstract description 11
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000004568 cement Substances 0.000 description 1
- 235000012489 doughnuts Nutrition 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
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- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
【課題】鉄板などの杭の継ぎ部の除去が容易で、材料費の低減や作業時間の短縮を図ることができ、杭を残さず容易に除去することができる既存杭の破砕除去装置および既存杭の破砕除去方法を提供する。
【解決手段】内側のオーガスクリュー１３およびその先端のオーガヘッド１２と外側のケーシング１１とを互いに逆回転させて掘削を行うオーガ工法により、地盤に設置された杭１を除去する。ケーシング１１は、杭１の周囲の地盤に挿入されたとき、杭１の外周を切削可能に、内周面に中心軸方向に向かって突出する複数の下段カッター２２ａ，２２ｂおよび上段カッター２３ａ，２３ｂを有している。各下段カッター２２ａ，２２ｂおよび各上段カッター２３ａ，２３ｂは、ケーシング１１の先端からの距離がそれぞれ異なる位置に、ケーシング１１の先端側から後端側に向かって、ケーシング１１の内周面からの突出量が大きくなるよう設けられている。
【選択図】図１
[PROBLEMS] To easily remove joints of piles such as iron plates, reduce material costs, shorten work time, and easily remove existing piles by removing them without leaving piles. A method for crushing and removing piles is provided.
A pile 1 installed on the ground is removed by an auger method in which excavation is performed by rotating an inner auger screw 13 and an auger head 12 at the tip thereof and an outer casing 11 in reverse directions. When the casing 11 is inserted into the ground around the pile 1, a plurality of lower cutters 22 a and 22 b and upper cutters 23 a and 23 b projecting toward the central axis direction on the inner peripheral surface so that the outer periphery of the pile 1 can be cut. have. Each of the lower cutters 22a and 22b and each of the upper cutters 23a and 23b protrudes from the inner peripheral surface of the casing 11 from the front end side to the rear end side of the casing 11 at different positions from the front end of the casing 11. It is provided to increase the amount.
[Selection] Figure 1
Description
本発明は、既存杭の破砕除去装置および既存杭の破砕除去方法に関する。 The present invention relates to an existing pile crushing and removing apparatus and an existing pile crushing and removing method.
従来、地盤に設置された既存のコンクリート杭を除去する方法として、内側のオーガスクリューおよびその先端に取り付けられたオーガヘッドと外側のケーシングとを互いに逆回転させて掘削を行うオーガ工法により、杭を破砕して除去する方法（例えば、特許文献１参照）がある。 Conventionally, as a method of removing an existing concrete pile installed on the ground, an auger method in which excavation is performed by rotating an inner auger screw, an auger head attached to the tip of the auger head, and an outer casing in reverse to each other is used. There is a method of crushing and removing (see, for example, Patent Document 1).
また、大量の水を使用して杭の外周と地盤との摩擦を小さくしてから杭を引き抜く、杭抜き工法もある。しかし、この杭抜き工法では、大量の水を使用するため、杭抜き後の周辺の地盤が軟弱になり、それを回復させるために時間と費用が嵩むという問題があった。この問題を解決するために、内周面にカッターを取り付けたケーシングを、既存杭の周囲の地盤に挿入し、杭の外周を切断してから引き抜く方法が開発されている（例えば、特許文献２乃至４参照）。 There is also a pile removal method in which a large amount of water is used to reduce friction between the outer periphery of the pile and the ground, and then the pile is pulled out. However, in this pile removal method, since a large amount of water is used, the surrounding ground after the pile removal becomes soft, and there is a problem that it takes time and cost to recover it. In order to solve this problem, a method has been developed in which a casing having a cutter attached to the inner peripheral surface is inserted into the ground around the existing pile, and the outer periphery of the pile is cut and then pulled out (for example, Patent Document 2). To 4).
特許文献１に記載のようなオーガ工法を利用した杭の破砕除去方法では、杭の継ぎ部に鉄板が設けられている場合、その鉄板をオーガヘッドで破砕するのにオーガヘッドが損耗し、材料費が嵩むという課題があった。また、その鉄板の破砕作業に時間がかかるという課題もあった。また、特許文献２乃至４に記載の杭を切断して除去する方法では、切断位置よりも下に杭が残るため、その残った杭を地中から引き抜くのが困難な場合があるという課題があった。 In the method of crushing and removing a pile using an auger method as described in Patent Document 1, when an iron plate is provided at a joint portion of the pile, the auger head is worn to break the iron plate with the auger head, and the material There was a problem of increased costs. Moreover, there also existed the subject that the crushing operation | work of the iron plate took time. Moreover, in the method of cutting and removing the piles described in Patent Documents 2 to 4, since the pile remains below the cutting position, there is a problem that it may be difficult to pull out the remaining pile from the ground. there were.
本発明は、このような課題に着目してなされたもので、鉄板などの杭の継ぎ部の除去が容易で、材料費の低減や作業時間の短縮を図ることができ、杭を残さず容易に除去することができる既存杭の破砕除去装置および既存杭の破砕除去方法を提供することを目的としている。 The present invention has been made paying attention to such a problem, and it is easy to remove a joint portion of a pile such as an iron plate, and it is possible to reduce a material cost and a work time, and it is easy without leaving a pile. It aims at providing the crushing removal apparatus of the existing pile and the crushing removal method of the existing pile which can be removed.
上記目的を達成するために、本発明に係る既存杭の破砕除去装置は、内側のオーガスクリューおよびその先端に取り付けられたオーガヘッドと外側のケーシングとを互いに逆回転させて掘削を行うオーガ工法により、地盤に設置された杭を除去する既存杭の破砕除去装置であって、前記ケーシングは、回転掘削しながら前記杭の周囲の地盤に挿入されたとき前記杭の外周を切削可能に、内周面に中心軸方向に向かって突出する複数のカッターを有し、各カッターは前記ケーシングの先端からの距離がそれぞれ異なる位置に、前記ケーシングの先端側から後端側に向かって、前記ケーシングの内周面からの突出量が大きくなるよう設けられ、前記オーガヘッドは、前記ケーシングが前記杭の外周を切削するとき、前記オーガスクリューの回転とともに前記杭を頭部から破砕するよう回転可能に設けられ、前記オーガスクリューは前記オーガヘッドにより破砕された前記杭の破砕物を地上まで搬出するよう回転可能に設けられていることを特徴とする。 In order to achieve the above object, the existing pile crushing and removing apparatus according to the present invention uses an auger method in which excavation is performed by rotating an inner auger screw and an auger head attached to the tip of the inner auger screw and an outer casing in reverse directions. An apparatus for crushing and removing an existing pile that removes a pile installed on the ground, wherein the casing is capable of cutting the outer periphery of the pile when inserted into the ground around the pile while being rotated and excavated. A plurality of cutters projecting in the direction of the central axis on the surface, and each cutter is located at a position where the distance from the front end of the casing is different from the front end side of the casing toward the rear end side. The auger head is provided so that a protruding amount from a peripheral surface is increased, and the auger head rotates and rotates the auger screw when the casing cuts the outer periphery of the pile. The pile is rotatably provided to crush the pile from the head, and the auger screw is provided rotatably to carry the crushed material of the pile crushed by the auger head to the ground. To do.
本発明に係る既存杭の破砕除去方法は、内側のオーガスクリューおよびその先端に取り付けられたオーガヘッドと外側のケーシングとを互いに逆回転させて掘削を行うオーガ工法により、地盤に設置された杭を除去する既存杭の破砕除去方法であって、前記ケーシングは、回転掘削しながら前記杭の周囲の地盤に挿入されたとき前記杭の外周を切削可能に、内周面に中心軸方向に向かって突出する複数のカッターを有し、各カッターは前記ケーシングの先端からの距離がそれぞれ異なる位置に、前記ケーシングの先端側から後端側に向かって、前記ケーシングの内周面からの突出量が大きくなるよう設けられており、前記ケーシングを回転掘削により前記杭の周囲の地盤に挿入して、各カッターで前記杭の外周を切削しつつ、前記オーガヘッドで前記杭を頭部から破砕し、さらに前記杭の継ぎ部を挟む上下の杭の外周を各カッターで切削した後、前記オーガヘッドで前記継ぎ部に衝撃を加えて前記継ぎ部を前記杭から分離し、前記オーガヘッドにより破砕された前記杭の破砕物および前記継ぎ部を、前記オーガスクリューで地上まで搬出することを特徴とする。 The method of crushing and removing an existing pile according to the present invention is a method of removing a pile installed on the ground by an auger method in which excavation is performed by rotating an inner auger screw and an auger head attached to the tip thereof and an outer casing in reverse directions. A method of crushing and removing an existing pile to be removed, wherein the casing is capable of cutting the outer periphery of the pile when being inserted into the ground around the pile while being rotated and excavated, toward an inner peripheral surface toward a central axis direction. A plurality of protruding cutters are provided, and each cutter has a large protruding amount from the inner peripheral surface of the casing from the front end side to the rear end side of the casing at a position where the distance from the front end of the casing is different. The casing is inserted into the ground around the pile by rotary excavation and the outer periphery of the pile is cut by each cutter while the auger head is cut. The pile is crushed from the head, and the outer periphery of the upper and lower piles sandwiching the joint portion of the pile is further cut by each cutter, and then the joint portion is impacted by the auger head to remove the joint portion from the pile. The pile crushed material and the joint portion separated and crushed by the auger head are carried out to the ground by the auger screw.
本発明に係る既存杭の破砕除去装置は、地盤に設置された杭を除去するために、以下のようにして使用される。まず、ケーシングを回転掘削させながら杭の周囲の地盤に挿入する。このとき、ケーシングの挿入とともに、ケーシングの内周面に中心軸方向に向かって突出するよう設けられた複数のカッターにより、杭の外周を切削することができる。また、各カッターが、ケーシングの先端からの距離がそれぞれ異なる位置に、ケーシングの先端側から後端側に向かって、ケーシングの内周面からの突出量が大きくなるよう設けられているため、ケーシングを深く挿入するに従って、カッターによる杭の外周の切削量を徐々に増やすことができる。 The existing pile crushing and removing apparatus according to the present invention is used as follows in order to remove a pile installed on the ground. First, the casing is inserted into the ground around the pile while rotating and excavating. At this time, with the insertion of the casing, the outer periphery of the pile can be cut by a plurality of cutters provided on the inner peripheral surface of the casing so as to protrude toward the central axis direction. In addition, since each cutter is provided at a position where the distance from the front end of the casing is different, the amount of protrusion from the inner peripheral surface of the casing increases from the front end side to the rear end side of the casing. As the depth is deeply inserted, the cutting amount of the outer periphery of the pile by the cutter can be gradually increased.
次に、オーガスクリューおよびその先端に取り付けられたオーガヘッドを、ケーシングと逆回転させながら、ケーシングの内側に挿入して掘削を行う。このとき、オーガヘッドにより杭を頭部から破砕するとともに、その破砕物をオーガスクリューにより地上まで搬出することができる。あらかじめ各カッターにより杭の外周が切削されているため、オーガヘッドで容易に杭を破砕することができる。 Next, excavation is performed by inserting the auger screw and the auger head attached to the tip of the auger screw into the casing while rotating in the reverse direction to the casing. At this time, the pile can be crushed from the head by the auger head, and the crushed material can be carried out to the ground by the auger screw. Since the outer periphery of the pile is previously cut by each cutter, the pile can be easily crushed by the auger head.
鉄板などの杭の継ぎ部の部分では、ケーシングの先端からの距離がそれぞれ異なる位置に各カッターが設けられているため、ケーシングの先端側の突出量が小さいカッターが、鉄板の側面を滑るようにして通過し、鉄板より下の杭の外周を切削する。これにより、継ぎ部の上下の杭の外周を切削することができる。この状態でオーガヘッドが杭を破砕しつつ継ぎ部に衝撃を加えると、その継ぎ部に加えられた衝撃力により、継ぎ部の下の切削された部分を破壊することができる。これにより、継ぎ部を杭から分離し、オーガスクリューにより杭の破砕物とともに地上に搬出することができる。 In the joints of piles such as iron plates, each cutter is provided at a position where the distance from the tip of the casing is different, so that a cutter with a small protrusion on the tip side of the casing slides on the side of the iron plate. And cut the outer circumference of the pile below the iron plate. Thereby, the outer periphery of the pile of the upper and lower sides of a joint part can be cut. In this state, when the auger head applies an impact to the joint while crushing the pile, the cut portion under the joint can be broken by the impact force applied to the joint. Thereby, a joint part is isolate | separated from a pile and it can carry out to the ground with the crushed material of a pile with an auger screw.
本発明に係る既存杭の破砕除去装置によれば、本発明に係る既存杭の破砕除去方法を好適に実施することができる。本発明に係る既存杭の破砕除去装置および本発明に係る既存杭の破砕除去方法は、鉄板などの杭の継ぎ部を容易に除去することができ、継ぎ部の破砕にかかっていた作業時間を短縮することができる。継ぎ部を破砕する必要がないため、オーガヘッドの損耗が少なく、継ぎ部を削るための特殊なチップも不要であり、材料費を低減することができる。また、継ぎ部があっても、杭を先端まで破砕することができ、杭を残さず容易に除去することができる。オーガスクリューで搬出できずに地中に杭の破砕物が残っていても、ハンマーグラブ等を利用することにより容易に除去することができる。 According to the existing pile crushing and removing apparatus according to the present invention, the existing pile crushing and removing method according to the present invention can be suitably implemented. The existing pile crushing and removing apparatus according to the present invention and the existing pile crushing and removing method according to the present invention can easily remove a joint portion of a pile such as an iron plate, and reduce the work time required for crushing the joint portion. It can be shortened. Since it is not necessary to crush the joint portion, the auger head is less worn, a special chip for cutting the joint portion is not necessary, and the material cost can be reduced. Moreover, even if there exists a joint part, a pile can be crushed to a front-end | tip and can be easily removed without leaving a pile. Even if pile piles remain in the ground without being transported by the auger screw, they can be easily removed by using a hammer grab or the like.
本発明に係る既存杭の破砕除去装置および本発明に係る既存杭の破砕除去方法は、各カッターで杭の外周を切削することにより、杭の破砕や継ぎ部の除去が容易になるため、オーガヘッドやオーガスクリューの損耗を抑制することができる。各カッターは、例えば超硬チップなど、杭の外周のコンクリートや内部の鉄筋を切削容易な材料から成ることが好ましい。各カッターは、ケーシングの長さ方向に移動させて任意の位置で固定可能となっていてもよい。この場合、継ぎ目の厚さや杭の強度などに応じて各カッターの上下方向の間隔を調整することができる。このような構成は、例えば、ケーシングの内周面にケーシングの長さ方向に沿って溝孔を設け、各カッターにボルトを固定し、そのボルトを溝孔に貫通させてケーシングの外周側で埋設したナットに螺合することにより設計可能である。 Since the existing pile crushing and removing apparatus according to the present invention and the existing pile crushing and removing method according to the present invention cut the outer periphery of the pile with each cutter, the pile can be easily crushed and the joints removed. Wear of the head and auger screw can be suppressed. Each cutter is preferably made of a material that can easily cut the concrete on the outer periphery of the pile or the internal reinforcing bar, such as a cemented carbide chip. Each cutter may be fixed in an arbitrary position by moving in the length direction of the casing. In this case, the vertical spacing of each cutter can be adjusted according to the thickness of the seam, the strength of the pile, and the like. In such a configuration, for example, a groove hole is provided on the inner peripheral surface of the casing along the length direction of the casing, a bolt is fixed to each cutter, and the bolt is passed through the groove hole and embedded on the outer peripheral side of the casing. It is possible to design by screwing onto the nut.
本発明に係る既存杭の破砕除去装置で、各カッターは、前記ケーシングの先端側の複数の下段カッターと、前記ケーシングの後端側の複数の上段カッターとから成り、各下段カッターはそれぞれ前記ケーシングの中心軸に対して等角度間隔で設けられ、各上段カッターは前記ケーシングの内周面からの突出量が各下段カッターよりも大きく、それぞれ前記ケーシングの中心軸に対して等角度間隔で設けられていることが好ましい。この場合、各下段カッターが継ぎ部より下の杭の外周を切削し、各上段カッターが継ぎ部より上の杭の外周を切削した状態のとき、オーガヘッドで継ぎ部に衝撃を加えることにより、容易に継ぎ部を杭から分離して除去することができる。各下段カッターおよび各上段カッターが、ケーシングの中心軸に対して等角度間隔で設けられているため、ケーシング挿入時のバランスがよく、ケーシングを杭に沿わせて真っ直ぐ地盤に挿入することができる。 In the existing pile crushing and removing apparatus according to the present invention, each cutter includes a plurality of lower cutters on the front end side of the casing, and a plurality of upper cutters on the rear end side of the casing, and each lower cutter is the casing. The upper cutters are provided at equal angular intervals with respect to the central axis of the casing. It is preferable. In this case, when each lower cutter cuts the outer periphery of the pile below the joint, and each upper cutter cut the outer periphery of the pile above the joint, by applying an impact to the joint with the auger head, The joint can be easily separated from the pile and removed. Since each lower cutter and each upper cutter are provided at equiangular intervals with respect to the central axis of the casing, the balance when inserting the casing is good, and the casing can be inserted straight into the ground along the pile.
本発明に係る既存杭の破砕除去装置で、前記ケーシングは複数の振止部材を有し、各振止部材は前記ケーシングが前記杭の周囲の地盤に挿入されたとき前記杭に対して振れ止めするよう、前記ケーシングの先端付近の内周面に中心軸方向に向かってそれぞれ同じ突出量で突出して設けられていることが好ましい。この場合、振止部材により、杭がケーシングの中央に位置するよう、ケーシングを真っ直ぐ地盤に挿入することができる。これにより、偏心することなく、杭の全周にわたって均等に各カッターで切削することができ、効率的に杭の破砕や除去を行うことができる。 In the existing pile crushing and removing apparatus according to the present invention, the casing has a plurality of bracing members, and each bracing member is steady with respect to the pile when the casing is inserted into the ground around the pile. In order to achieve this, it is preferable that the inner peripheral surface near the tip of the casing is provided to protrude in the direction of the central axis with the same protrusion amount. In this case, the casing can be inserted straight into the ground so that the pile is positioned at the center of the casing by the anti-rest member. Thereby, it can cut with each cutter equally over the perimeter of a pile, without eccentricity, and a pile can be crushed and removed efficiently.
本発明によれば、鉄板などの杭の継ぎ部の除去が容易で、材料費の低減や作業時間の短縮を図ることができ、杭を残さず容易に除去することができる既存杭の破砕除去装置および既存杭の破砕除去方法を提供することができる。 According to the present invention, it is easy to remove a joint portion of a pile such as an iron plate, the material cost can be reduced, the working time can be shortened, and the existing pile can be easily removed without leaving a pile. An apparatus and a method for crushing and removing an existing pile can be provided.
以下、図面に基づき、本発明の実施の形態について説明する。
図１は、本発明の実施の形態の既存杭の破砕除去装置および既存杭の破砕除去方法を示している。
図１に示すように、既存杭の破砕除去装置１０は、ケーシング１１とオーガヘッド１２とオーガスクリュー１３とを有し、内側のオーガスクリュー１３およびその先端に取り付けられたオーガヘッド１２と外側のケーシング１１とを互いに逆回転させて掘削を行うオーガ工法により、地盤に設置された杭１を除去するよう構成されている。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 shows an existing pile crushing and removing apparatus and an existing pile crushing and removing method according to an embodiment of the present invention.
As shown in FIG. 1, the existing pile crushing and removing apparatus 10 includes a casing 11, an auger head 12, and an auger screw 13, and an inner auger screw 13 and an auger head 12 attached to the tip thereof and an outer casing. 11 is configured to remove the pile 1 installed on the ground by an auger method in which excavation is performed by rotating them in reverse directions.
図１（ａ）に示すように、ケーシング１１は、円筒状で、地盤に挿入可能に先端にケーシングビット２１を有している。ケーシング１１は、先端側の内周面に２つの下段カッター２２ａ，２２ｂを、後端側の内周面に２つの上段カッター２３ａ，２３ｂを、先端の内周面に４つの振止部材２４を有している。各下段カッター２２ａ，２２ｂおよび各上段カッター２３ａ，２３ｂは、超硬チップから成り、ケーシング１１の先端からの距離がそれぞれ異なる位置に、ケーシング１１の中心軸方向に向かって突出して設けられている。 As shown to Fig.1 (a), the casing 11 is cylindrical and has the casing bit 21 at the front-end | tip so that insertion in the ground is possible. The casing 11 has two lower cutters 22a and 22b on the inner peripheral surface on the front end side, two upper cutters 23a and 23b on the inner peripheral surface on the rear end side, and four bracing members 24 on the inner peripheral surface on the front end side. Have. Each of the lower cutters 22a and 22b and each of the upper cutters 23a and 23b is formed of a cemented carbide tip, and is provided to protrude toward the central axis of the casing 11 at a position where the distance from the tip of the casing 11 is different.
図１（ｂ）に示すように、各下段カッター２２ａ，２２ｂは、ケーシング１１の内周面からの突出量がそれぞれ同じであり、ケーシング１１の中心軸に対して１８０度間隔で対向する位置に設けられている。各上段カッター２３ａ，２３ｂは、ケーシング１１の内周面からの突出量が各下段カッター２２ａ，２２ｂよりも大きく、それぞれ同じ突出量を有し、ケーシング１１の中心軸に対して１８０度間隔で対向する位置に設けられている。また、各下段カッター２２ａ，２２ｂおよび各上段カッター２３ａ，２３ｂは、ケーシング１１の中心軸に対して９０度間隔になるよう配置されている。各下段カッター２２ａ，２２ｂおよび各上段カッター２３ａ，２３ｂは、除去する杭１の周囲の地盤に、杭１が中心に位置するよう回転掘削してケーシング１１を挿入したとき、杭１の外周を切削可能に構成されている。 As shown in FIG. 1B, the lower cutters 22 a and 22 b have the same amount of protrusion from the inner peripheral surface of the casing 11, and are opposed to the central axis of the casing 11 at an interval of 180 degrees. Is provided. Each of the upper cutters 23a and 23b has a larger protruding amount from the inner peripheral surface of the casing 11 than each of the lower cutters 22a and 22b, has the same protruding amount, and is opposed to the central axis of the casing 11 at an interval of 180 degrees. It is provided in the position to do. Further, the lower cutters 22 a and 22 b and the upper cutters 23 a and 23 b are arranged at an interval of 90 degrees with respect to the central axis of the casing 11. The lower cutters 22a and 22b and the upper cutters 23a and 23b cut the outer periphery of the pile 1 when the casing 11 is inserted into the ground around the pile 1 to be removed by rotating excavation so that the pile 1 is located at the center. It is configured to be possible.
図１（ａ）に示すように、各振止部材２４は、ケーシング１１の中心軸方向に向かってそれぞれ同じ突出量で突出して設けられている。図１（ｂ）に示すように、各振止部材２４は、ケーシング１１の中心軸に対して９０度の等角度間隔で、杭１を挿入可能な隙間をあけて設けられている。 As shown in FIG. 1A, each bracing member 24 is provided so as to protrude in the central axis direction of the casing 11 with the same protruding amount. As shown in FIG. 1 (b), each of the bracing members 24 is provided at an equal angular interval of 90 degrees with respect to the central axis of the casing 11 with a gap into which the pile 1 can be inserted.
図１（ａ）に示すように、オーガヘッド１２は、オーガスクリュー１３の先端に取り付けられており、杭１を頭部から破砕可能に構成されている。オーガスクリュー１３は、オーガヘッド１２により破砕された杭１の破砕物を、地上まで搬出可能に構成されている。 As shown to Fig.1 (a), the auger head 12 is attached to the front-end | tip of the auger screw 13, and is comprised so that the pile 1 can be crushed from a head. The auger screw 13 is configured so that the crushed material of the pile 1 crushed by the auger head 12 can be carried out to the ground.
本発明の実施の形態の既存杭の破砕除去方法は、いわゆる二軸同軸式アースオーガ工法（ドーナツオーガ工法、ダブルオーガ工法）を利用して、本発明の実施の形態の既存杭の破砕除去装置１０により好適に実施される。本発明の実施の形態の既存杭の破砕除去方法は、まず、ケーシング１１を回転掘削させながら杭１の周囲の地盤に挿入する。このとき、ケーシング１１の挿入とともに、ケーシング１１の内周面に中心軸方向に向かって突出するよう設けられた下段カッター２２ａ，２２ｂおよび上段カッター２３ａ，２３ｂにより、杭１の外周を切削することができる。また、下段カッター２２ａ，２２ｂおよび上段カッター２３ａ，２３ｂが、ケーシング１１の先端からの距離がそれぞれ異なる位置に、ケーシング１１の先端側から後端側に向かって、ケーシング１１の内周面からの突出量が大きくなるよう設けられているため、ケーシング１１を深く挿入するに従って、下段カッター２２ａ，２２ｂおよび上段カッター２３ａ，２３ｂによる杭１の外周の切削量を徐々に増やすことができる。 The existing pile crushing and removing method of the embodiment of the present invention uses a so-called biaxial coaxial earth auger method (doughnut auger method, double auger method), and the existing pile crushing and removing device of the embodiment of the present invention. 10 is preferably performed. In the method for crushing and removing an existing pile according to the embodiment of the present invention, first, the casing 11 is inserted into the ground around the pile 1 while rotating and excavating the casing 11. At this time, with the insertion of the casing 11, the outer periphery of the pile 1 can be cut by the lower cutters 22a and 22b and the upper cutters 23a and 23b provided on the inner peripheral surface of the casing 11 so as to protrude toward the central axis. it can. Further, the lower cutters 22a and 22b and the upper cutters 23a and 23b protrude from the inner peripheral surface of the casing 11 from the front end side to the rear end side of the casing 11 at different positions from the front end of the casing 11. Since the amount is increased, the amount of cutting of the outer periphery of the pile 1 by the lower cutters 22a and 22b and the upper cutters 23a and 23b can be gradually increased as the casing 11 is inserted deeply.
次に、オーガスクリュー１３およびその先端に取り付けられたオーガヘッド１２を、ケーシング１１と逆回転させながら、ケーシング１１の内側に挿入して掘削を行う。このとき、オーガヘッド１２により杭１を頭部から破砕するとともに、その破砕物をオーガスクリュー１３により地上まで搬出することができる。あらかじめ下段カッター２２ａ，２２ｂおよび上段カッター２３ａ，２３ｂにより杭１の外周が切削されているため、オーガヘッド１２で容易に杭１を破砕することができる。 Next, the auger screw 13 and the auger head 12 attached to the tip of the auger screw 13 are inserted into the casing 11 while being rotated reversely to the casing 11 to perform excavation. At this time, the pile 1 can be crushed from the head by the auger head 12 and the crushed material can be carried out to the ground by the auger screw 13. Since the outer periphery of the pile 1 is cut in advance by the lower cutters 22a and 22b and the upper cutters 23a and 23b, the pile 1 can be easily crushed by the auger head 12.
鉄板から成る杭１の継ぎ部２の部分では、ケーシング１１の先端からの距離がそれぞれ異なる位置に下段カッター２２ａ，２２ｂおよび上段カッター２３ａ，２３ｂが設けられているため、ケーシング１１の先端側の突出量が小さい下段カッター２２ａ，２２ｂが、継ぎ部２の側面を滑るようにして通過し、その後、継ぎ部２より下の杭１の外周を切削する。これにより、継ぎ部２を挟む上下の杭１の外周を切削することができる。各下段カッター２２ａ，２２ｂが継ぎ部２より下の杭１の外周を切削し、各上段カッター２３ａ，２３ｂが継ぎ部２より上の杭１の外周を切削した状態で、継ぎ部２より上の杭１を破砕しつつオーガヘッド１２で継ぎ部２に衝撃を加えると、その継ぎ部２に加えられた衝撃力により、継ぎ部２の下の杭１の切削された部分を破壊することができる。これにより、継ぎ部２を削ったり破壊したりすることなく杭１から容易に分離することができ、オーガスクリュー１３により杭１の破砕物とともに地上に搬出することができる。 Since the lower cutters 22a and 22b and the upper cutters 23a and 23b are provided at positions where the distances from the tip of the casing 11 are different from each other at the joint 2 portion of the pile 1 made of an iron plate, the protrusion on the tip side of the casing 11 is provided. The lower cutters 22a and 22b having a small amount pass through the side surface of the joint portion 2 and then cut the outer periphery of the pile 1 below the joint portion 2. Thereby, the outer periphery of the upper and lower pile 1 which pinches | interposes the joint part 2 can be cut. Each lower cutter 22a, 22b cuts the outer periphery of the pile 1 below the joint 2 and each upper cutter 23a, 23b cuts the outer periphery of the pile 1 above the joint 2 above the joint 2 When an impact is applied to the joint portion 2 with the auger head 12 while crushing the pile 1, the cut portion of the pile 1 under the joint portion 2 can be broken by the impact force applied to the joint portion 2. . Thereby, it can isolate | separate easily from the pile 1 without shaving or destroying the joint part 2, and it can carry out to the ground with the crushed material of the pile 1 with the auger screw 13. FIG.
この既存杭の破砕除去装置１０および既存杭の破砕除去方法は、杭１の継ぎ部２を容易に除去することができ、継ぎ部２の破砕にかかっていた作業時間を短縮することができる。継ぎ部２を破砕する必要がないため、オーガヘッド１２の損耗が少なく、継ぎ部２を削るための特殊なチップも不要であり、その材料費を低減することができる。また、継ぎ部２があっても、杭１を先端まで破砕することができ、杭１を残さず容易に除去することができる。オーガスクリュー１３で搬出できずに地中に杭１の破砕物が残っていても、ハンマーグラブ等を利用することにより容易に除去することができる。杭１の除去後は、穴を埋め戻すとともに、その埋め戻し部の沈下や新設杭の偏心を防止するため、貧配合のソイルセメントなどを使用して地盤改良を行うことが好ましい。 The existing pile crushing and removing apparatus 10 and the existing pile crushing and removing method can easily remove the joint portion 2 of the pile 1 and can reduce the work time required for crushing the joint portion 2. Since it is not necessary to crush the joint portion 2, the wear of the auger head 12 is small, a special chip for cutting the joint portion 2 is not necessary, and the material cost can be reduced. Moreover, even if there exists the joint part 2, the pile 1 can be crushed to a front-end | tip and can be removed easily, without leaving the pile 1. FIG. Even if the crushed material of the pile 1 remains in the ground without being carried out by the auger screw 13, it can be easily removed by using a hammer grab or the like. After the pile 1 is removed, it is preferable to perform ground improvement using a poorly blended soil cement or the like in order to refill the hole and prevent subsidence of the backfill portion and eccentricity of the newly installed pile.
この既存杭の破砕除去装置１０および既存杭の破砕除去方法は、下段カッター２２ａ，２２ｂおよび上段カッター２３ａ，２３ｂで杭１の外周を切削することにより、杭１の破砕や継ぎ部２の除去が容易になるため、オーガヘッド１２やオーガスクリュー１３の損耗を抑制することができる。また、各下段カッター２２ａ，２２ｂおよび各上段カッター２３ａ，２３ｂが、ケーシング１１の中心軸に対して等角度間隔で設けられているため、ケーシング１１を地盤に挿入した時のバランスがよく、ケーシング１１を杭１に沿わせて真っ直ぐ地盤に挿入することができる。さらに、振止部材２４により、杭１がケーシング１１の中央に位置するよう、ケーシング１１を真っ直ぐ地盤に挿入することができる。これにより、偏心することなく、杭１の全周にわたって均等に下段カッター２２ａ，２２ｂおよび上段カッター２３ａ，２３ｂで切削することができ、効率的に杭１の破砕や除去を行うことができる In the existing pile crushing and removing apparatus 10 and the existing pile crushing and removing method, the pile 1 is crushed and the joint 2 is removed by cutting the outer periphery of the pile 1 with the lower cutters 22a and 22b and the upper cutters 23a and 23b. Since it becomes easy, wear of the auger head 12 and the auger screw 13 can be suppressed. Moreover, since each lower cutter 22a, 22b and each upper cutter 23a, 23b are provided at equal angular intervals with respect to the central axis of the casing 11, the balance when the casing 11 is inserted into the ground is good, and the casing 11 Can be inserted straight into the ground along the pile 1. Further, the casing 11 can be inserted straight into the ground so that the pile 1 is located at the center of the casing 11 by the anti-vibration member 24. Accordingly, the lower cutters 22a and 22b and the upper cutters 23a and 23b can be evenly cut over the entire circumference of the pile 1 without being eccentric, and the pile 1 can be efficiently crushed and removed.
１ 杭
２ 継ぎ部
１０ 既存杭の破砕除去装置
１１ ケーシング
２１ ケーシングビット
２２ａ，２２ｂ 下段カッター
２３ａ，２３ｂ 上段カッター
２４ 振止部材
１２ オーガヘッド
１３ オーガスクリュー
DESCRIPTION OF SYMBOLS 1 Pile 2 Joint part 10 Crushing and removing apparatus of existing pile 11 Casing 21 Casing bit 22a, 22b Lower cutter 23a, 23b Upper cutter 24 Stabilizing member 12 Auger head 13 Auger screw
Claims (4)
前記ケーシングは、回転掘削しながら前記杭の周囲の地盤に挿入されたとき前記杭の外周を切削可能に、内周面に中心軸方向に向かって突出する複数のカッターを有し、各カッターは前記ケーシングの先端からの距離がそれぞれ異なる位置に、前記ケーシングの先端側から後端側に向かって、前記ケーシングの内周面からの突出量が大きくなるよう設けられ、
前記オーガヘッドは、前記ケーシングが前記杭の外周を切削するとき、前記オーガスクリューの回転とともに前記杭を頭部から破砕するよう回転可能に設けられ、
前記オーガスクリューは前記オーガヘッドにより破砕された前記杭の破砕物を地上まで搬出するよう回転可能に設けられていることを
特徴とする既存杭の破砕除去装置。 A crushing and removing device for an existing pile that removes a pile installed on the ground by an auger method in which excavation is performed by rotating an auger screw and an auger head attached to the tip of the inner auger screw and an outer casing,
The casing has a plurality of cutters projecting toward the central axis direction on the inner peripheral surface so that the outer periphery of the pile can be cut when inserted into the ground around the pile while being rotated and excavated. The distance from the front end of the casing is different from each other, provided that the amount of protrusion from the inner peripheral surface of the casing increases from the front end side to the rear end side of the casing,
The auger head is rotatably provided to crush the pile from the head together with the rotation of the auger screw when the casing cuts the outer periphery of the pile.
The auger screw is provided so as to be rotatable so as to carry the crushed material of the pile crushed by the auger head to the ground.
前記ケーシングは、回転掘削しながら前記杭の周囲の地盤に挿入されたとき前記杭の外周を切削可能に、内周面に中心軸方向に向かって突出する複数のカッターを有し、各カッターは前記ケーシングの先端からの距離がそれぞれ異なる位置に、前記ケーシングの先端側から後端側に向かって、前記ケーシングの内周面からの突出量が大きくなるよう設けられており、
前記ケーシングを回転掘削により前記杭の周囲の地盤に挿入して、各カッターで前記杭の外周を切削しつつ、前記オーガヘッドで前記杭を頭部から破砕し、さらに前記杭の継ぎ部を挟む上下の杭の外周を各カッターで切削した後、前記オーガヘッドで前記継ぎ部に衝撃を加えて前記継ぎ部を前記杭から分離し、前記オーガヘッドにより破砕された前記杭の破砕物および前記継ぎ部を、前記オーガスクリューで地上まで搬出することを
特徴とする既存杭の破砕除去方法。
A method for crushing and removing existing piles by removing a pile installed on the ground by an auger method in which excavation is performed by rotating an inner auger screw and an auger head attached to the tip of the inner auger and an outer casing in reverse directions,
The casing has a plurality of cutters projecting toward the central axis direction on the inner peripheral surface so that the outer periphery of the pile can be cut when inserted into the ground around the pile while being rotated and excavated. The distance from the front end of the casing is different from each other, and the protruding amount from the inner peripheral surface of the casing is increased from the front end side to the rear end side of the casing.
The casing is inserted into the ground around the pile by rotary excavation, the outer periphery of the pile is cut by each cutter, the pile is crushed from the head by the auger head, and the joint portion of the pile is further sandwiched After cutting the outer periphery of the upper and lower piles with each cutter, the auger head applies an impact to the joint to separate the joint from the pile, and the crushed material of the pile and the joint crushed by the auger head A method for crushing and removing an existing pile, wherein the portion is carried out to the ground with the auger screw.
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| CN104032739A (en) * | 2014-06-11 | 2014-09-10 | 田永和 | Static efficient breaking pile head |
| JP5870225B1 (en) * | 2015-06-03 | 2016-02-24 | 株式会社遠藤工業 | Crushing and removing device for existing pile and root hardening and crushing and removing method for existing pile and root hardening |
| JP5870228B1 (en) * | 2015-10-05 | 2016-02-24 | 株式会社遠藤工業 | Existing pile crushing and removing apparatus and existing pile crushing and removing method |
| JP7515116B2 (en) | 2021-02-25 | 2024-07-12 | 鹿島建設株式会社 | How to remove existing concrete piles |
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| JP2014163213A (en) * | 2013-02-27 | 2014-09-08 | Sanwa Kizai Co Ltd | Removal method for existing pile |
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