JP2015165081A - Crushing device and crushing method - Google Patents

Crushing device and crushing method Download PDF

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JP2015165081A
JP2015165081A JP2014078747A JP2014078747A JP2015165081A JP 2015165081 A JP2015165081 A JP 2015165081A JP 2014078747 A JP2014078747 A JP 2014078747A JP 2014078747 A JP2014078747 A JP 2014078747A JP 2015165081 A JP2015165081 A JP 2015165081A
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wedge
chisel
crushing
vibration
shaped chisel
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JP5617140B1 (en
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神島 昭男
Akio Kamishima
昭男 神島
充子 神島
Mitsuko Kamishima
充子 神島
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Kamishimagumi KK
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Abstract

PROBLEM TO BE SOLVED: To enhance efficiency of crushing operation performed by a wedge type chisel by restraining the wedge type chisel from being engaged in a drilled hole.SOLUTION: A crushing device includes a main body part held by a work machine, a vibration part vibrated in a vibration direction parallel to a direction in which a drilled hole is formed on a crushed object side of the main body part, a supporting part for supporting the vibration part with respect to the main body part to be freely vibrated in the vibration direction, and a chisel holding part attached to the vibration part and holding a rear end of a wedge type chisel. The crushed object is crushed by pushing a distal end of the wedge type chisel by pressing force imparted from its own weight or the work machine while imparting the vibration in the vibration direction generated in the vibration part to the wedge type chisel while holding the rear end of the wedge type chisel in the chisel holding part in a state that the distal end of the wedge type chisel is inserted in the drilled hole.

Description

この発明は、岩盤、岩石、コンクリート構造物などの被破砕物のうち当該被破砕物に形成された削孔の周囲を楔型チゼルの先端部で破砕する破砕技術に関するものである。   The present invention relates to a crushing technique for crushing the periphery of a drilled hole formed in a crushing object such as a rock mass, a rock, a concrete structure, or the like with a tip portion of a wedge-shaped chisel.

従来、岩盤、岩石、コンクリート構造物などの被破砕物を破砕する作業には、バックホウ等の作業機械のアームに油圧ブレーカー等の破砕装置を装着し、鋭角に形成されたチゼルの先端部を被破砕物の表面に当接させるとともに、往復動するピストンでチゼルの後端部を打撃することによりチゼルを被破砕物の方向に前進させる。このとき、ピストンでの打撃によって被破砕物の方向に進行する圧縮の応力波が発生し、それが被破砕物に到達して被破砕物を破砕する。この破砕技術では、上記したように圧縮の応力波を用いて岩盤などの破砕を実行しているため、次のような問題があった。まず第1に、被破砕物を破砕する際に大きな打撃音が発生してしまい、特に住宅地に近い現場では当該打撃音は騒音という環境問題を引き起こす場合があった。   Conventionally, for crushing objects to be crushed, such as bedrock, rocks, concrete structures, etc., a crusher such as a hydraulic breaker is attached to the arm of a work machine such as a backhoe, and the tip of the chisel formed at an acute angle is covered. The chisel is advanced in the direction of the object to be crushed by contacting the surface of the crushed object and striking the rear end of the chisel with a reciprocating piston. At this time, a compression stress wave that travels in the direction of the object to be crushed is generated by striking the piston, which reaches the object to be crushed and crushes the object to be crushed. This crushing technique has the following problems because crushing of a rock mass or the like is performed using a compressive stress wave as described above. First of all, a loud percussion sound is generated when the object to be crushed is crushed, and the percussion sound may cause an environmental problem of noise particularly at a site close to a residential area.

また、岩盤などは圧縮応力に対して極めて高い耐力を有しており、圧縮の応力波を用いた従来技術では硬度の高い岩盤や岩石などを容易に破砕することができず、単位時間当たりの破砕除去することができる量は一日当たり41立方メートル程度に止まっている。このようにエネルギーおよび作業性において非効率な面があり、改善の余地があった。   In addition, the rock mass has extremely high proof stress against compressive stress, and the conventional technology using the stress wave of compression cannot easily crush the rock mass or rock with high hardness. The amount that can be crushed and removed is only about 41 cubic meters per day. As described above, there is an inefficient aspect in terms of energy and workability, and there is room for improvement.

そこで、本願出願人は、被破砕物を広範囲にわたって効率的に破砕する技術として、先細り形状を有する楔型チゼルを用いた破砕技術を提案してきた(特許文献1〜特許文献4)。これらの特許文献1〜4に記載の発明は、被破砕物に対して削孔を形成し、次のように構成された楔型チゼルの先端を当該削孔に押し込んで削孔の周囲を破砕するものである。この楔型チゼルは、先端端面が削孔の内径よりも小さな第1の外径を有するとともに先端端面から後端に進むにしたがって外径が大きくなり削孔の内径よりも大きな第2の外径となる傾斜面を有している。そして、楔型チゼルの先端を削孔の内部に挿入すると、傾斜面が削孔の内壁に当接する。その当接状態で往復動するピストンによりチゼルの後端を打撃すると、削孔の周囲では、削孔からピストンの往復方向とほぼ直交する方向に引張応力が被破砕物に作用し、その結果、削孔の周囲が破砕される。この本願出願人が提案してきた技術によれば、打撃音を大幅に低下させて現場周辺の環境に配慮した工事を行うことができる。しかも、単位時間当たりに破砕できる量も、一日当たり例えば181立方メートル程度にも達し、大容量の被破砕物を短時間で破砕することが可能となっている。   Therefore, the applicant of the present application has proposed a crushing technique using a wedge-shaped chisel having a tapered shape as a technique for efficiently crushing an object to be crushed over a wide range (Patent Documents 1 to 4). In the inventions described in these Patent Documents 1 to 4, a hole is formed in the object to be crushed, and the tip of a wedge-shaped chisel configured as follows is pushed into the hole, and the periphery of the hole is crushed. To do. The wedge-type chisel has a first outer diameter whose tip end surface is smaller than the inner diameter of the drilling hole, and the outer diameter increases as it advances from the tip end surface to the rear end, and a second outer diameter larger than the inner diameter of the drilling hole. And has an inclined surface. And if the front-end | tip of a wedge type chisel is inserted in the inside of a drilling hole, an inclined surface will contact | abut to the inner wall of a drilling hole. When the rear end of the chisel is struck by the piston that reciprocates in the contact state, tensile stress acts on the object to be crushed around the hole in a direction substantially perpendicular to the reciprocating direction of the piston from the hole. The periphery of the drilling hole is crushed. According to the technique proposed by the applicant of the present application, it is possible to perform construction in consideration of the environment around the site by greatly reducing the impact sound. Moreover, the amount that can be crushed per unit time reaches, for example, about 181 cubic meters per day, and it is possible to crush large-capacity objects in a short time.

特許第4636294号公報Japanese Patent No. 4636294 特許第5145503号公報Japanese Patent No. 5145503 特許第5145504号公報Japanese Patent No. 5145504 特許第5352807号公報Japanese Patent No. 5352807

ところで、従来の破砕技術では、削孔に楔型チゼルの先端部を挿入した状態で、ピストンによりチゼルの後端を打撃して楔型チゼルによる破砕作業を行っている。このように楔型チゼルに対して押し込む力のみを加えているため、楔型チゼルの先端部が削孔の内壁に噛み込むことがあった。このような噛み込み現象が発生すると、楔型チゼルを削孔から容易に抜き取ることが難しく、抜取作業途中で楔型チゼルが折れてしまうという不具合が発生することもあった。そのため、噛み込み現象が発生すると、楔型チゼルによる破砕作業を中断し、従来から周知の油圧ブレーカー等によりチゼルが噛み込んだ削孔の周囲を掘り起こし、楔型チゼルを回収した上で破砕作業を継続する必要があった。このように楔型チゼルの噛み込みが発生すると、作業効率が大幅に低下して施工コストの増大を招いてしまう。   By the way, in the conventional crushing technique, a crushing operation is performed with a wedge-type chisel by striking the rear end of the chisel with a piston in a state where the front end portion of the wedge-type chisel is inserted into the drilling hole. Since only the pushing force is applied to the wedge-shaped chisel in this way, the tip of the wedge-shaped chisel sometimes bites into the inner wall of the drilling hole. When such a biting phenomenon occurs, it is difficult to easily remove the wedge-type chisel from the hole, and there is a problem that the wedge-type chisel breaks during the extraction operation. Therefore, when the biting phenomenon occurs, the crushing operation by the wedge type chisel is interrupted, and the crushing operation is carried out after collecting the wedge type chisel by digging up the periphery of the drilled hole by the conventionally known hydraulic breaker or the like. There was a need to continue. When the wedge-shaped chisel bites in this way, the work efficiency is greatly reduced, and the construction cost is increased.

この発明は上記課題に鑑みなされたものであり、削孔に楔型チゼルが噛み込むのを抑制して楔型チゼルによる破砕作業の効率を高めることを目的とする。   The present invention has been made in view of the above problems, and an object of the present invention is to suppress the wedge-type chisel from biting into the hole and increase the efficiency of the crushing work by the wedge-type chisel.

この発明の第1態様は、岩盤、岩石、コンクリート構造物などの被破砕物のうち被破砕物に形成された削孔の周囲を楔型チゼルの先端部で破砕する破砕装置であって、作業機械により保持される本体部と、本体部の被破砕物側で削孔が形成された方向と平行な振動方向に振動する振動部と、本体部に対して振動部を振動方向に振動自在に支持する支持部と、振動部に取り付けられて楔型チゼルの後端部を保持するチゼル保持部とを備え、楔型チゼルの先端部を削孔に挿入した状態で楔型チゼルの後端部をチゼル保持部で保持したまま振動部で発生する振動方向の振動を楔型チゼルに与えながら自重または作業機械から与えられる押圧力により楔型チゼルの先端部を押し込んで被破砕物を破砕することを特徴としている。   A first aspect of the present invention is a crushing device that crushes the periphery of a drilling hole formed in a crushing object among crushing objects such as rocks, rocks, and concrete structures at the tip of a wedge-shaped chisel. The main body held by the machine, the vibration part that vibrates in the vibration direction parallel to the direction in which the hole is formed on the object to be crushed, and the vibration part can freely vibrate in the vibration direction relative to the main body part A support portion for supporting, and a chisel holding portion that is attached to the vibration portion and holds the rear end portion of the wedge-type chisel, and the rear end portion of the wedge-type chisel with the front end portion of the wedge-type chisel inserted into the drilling hole Crushing the object to be crushed by pushing the tip of the wedge-shaped chisel by its own weight or the pressing force applied from the work machine while applying the vibration in the vibration direction generated by the vibrating portion while holding the chisel holding portion to the wedge-shaped chisel It is characterized by.

この発明の第2態様は、破砕方法であって、岩盤、岩石、コンクリート構造物などの被破砕物に形成された削孔に対し、削孔が形成された方向と平行な振動方向に楔型チゼルを振動させながら楔型チゼルの先端部を押し込んで被破砕物を破砕することを特徴としている。   According to a second aspect of the present invention, there is provided a crushing method in which a wedge shape is formed in a vibration direction parallel to a direction in which a hole is formed with respect to a hole formed in an object to be crushed, such as a rock, a rock, or a concrete structure. It is characterized in that the object to be crushed is crushed by pushing the tip of the wedge-shaped chisel while vibrating the chisel.

この発明の第3態様は、第1の削孔および第2の削孔が隣接して形成された岩盤、岩石、コンクリート構造物などの被破砕物を請求項2に記載の破砕装置を用いて破砕する破砕方法であって、破砕装置の把持爪により第1の楔型チゼルの後端部を把持する第1工程と、把持爪で把持された第1の楔型チゼルに対して振動部で発生する振動方向の振動を与えながら破砕装置の自重または作業機械から与えられる押圧力により第1の楔型チゼルの先端部を第1の削孔に押し込む第2工程と、把持爪による第1の楔型チゼルの後端部の把持を解除した後で、把持爪により第1のチゼルと異なる別の第2の楔型チゼルの後端部を把持する第3工程と、把持爪で把持された第2の楔型チゼルに対して振動部で発生する振動方向の振動を与えながら破砕装置の自重または作業機械から与えられる押圧力により第2の楔型チゼルの先端部を第2の削孔に押し込む第4工程と、把持爪による第2の楔型チゼルの後端部の把持を解除した後で、先端部が第1の削孔に押し込まれた状態にある第1の楔型チゼルの後端部を把持爪により把持する第5工程と、把持爪で把持された第1の楔型チゼルに対して振動部で発生する振動方向の振動を与えながら破砕装置の自重または作業機械から与えられる押圧力により第1の楔型チゼルの先端部をさらに押し込んで第1の削孔の周囲を破砕する第6工程とを備えることを特徴としている。   According to a third aspect of the present invention, an object to be crushed, such as a rock, a rock, or a concrete structure, in which the first hole and the second hole are formed adjacent to each other is used. A crushing method for crushing, in which a first step of gripping a rear end portion of a first wedge-type chisel by a gripping claw of a crushing device, and a vibration portion with respect to a first wedge-type chisel gripped by a gripping claw A second step of pushing the tip of the first wedge-shaped chisel into the first drilling hole by a self-weight of the crushing device or a pressing force applied from the work machine while applying vibration in the direction of vibration generated; After releasing the grip of the rear end portion of the wedge-shaped chisel, a third step of gripping the rear end portion of the second wedge-shaped chisel different from the first chisel by the gripping claws, and the gripping claws While crushing the second wedge-shaped chisel while applying vibration in the vibration direction generated by the vibration part The fourth step of pushing the tip of the second wedge-type chisel into the second drilling hole by the self-weight or the pressing force applied from the work machine, and the gripping of the rear end of the second wedge-type chisel by the gripping claw is released. After that, the fifth step of gripping the rear end portion of the first wedge-type chisel with the gripping claws in the state where the tip portion is pushed into the first drilling hole, and the first wedge gripped by the gripping claws The tip of the first wedge-type chisel is further pushed in by the weight of the crushing device or the pressing force given from the work machine while giving vibration in the vibration direction generated by the vibration portion to the die chisel. And a sixth step of crushing.

このように構成された発明では、楔型チゼルの先端部が被破砕物に形成された削孔に挿入された状態で破砕装置の自重または作業機械から与えられる押圧力により楔型チゼルの先端部が押し込まれて被破砕物を破砕する。この破砕作業中、振動部で発生する振動方向の振動が楔型チゼルに与えられるため、削孔の内壁への楔型チゼルの噛み込みが防止される。   In the invention thus configured, the tip of the wedge-type chisel is applied by the weight of the crushing device or the pressing force applied from the work machine in a state where the tip of the wedge-type chisel is inserted into the drilling hole formed in the object to be crushed. Is pushed in to crush the material to be crushed. During the crushing operation, vibration in the vibration direction generated in the vibration part is applied to the wedge-type chisel, so that the wedge-type chisel is prevented from biting into the inner wall of the drilling hole.

以上のように、本発明によれば、被破砕物に形成された削孔に先端部が挿入された楔型チゼルを削孔の形成方向と平行な方向に振動させるため、楔型チゼルが削孔に噛み込むのを効果的に抑制して楔型チゼルによる破砕作業を効率的に行うことができる。   As described above, according to the present invention, the wedge-type chisel is vibrated in a direction parallel to the direction in which the hole is formed because the wedge-type chisel with the tip inserted into the hole formed in the object to be crushed is vibrated. It is possible to effectively suppress the biting into the hole and efficiently perform the crushing operation with the wedge-shaped chisel.

本発明にかかる破砕装置の第1実施形態を用いて岩盤を破砕する破砕システムを示す図である。It is a figure which shows the crushing system which crushes a rock mass using 1st Embodiment of the crushing apparatus concerning this invention. 本発明にかかる破砕装置の第1実施形態を示す図である。It is a figure which shows 1st Embodiment of the crushing apparatus concerning this invention. 図1の破砕システムで岩盤を破砕する破砕方法を模式的に示す図である。It is a figure which shows typically the crushing method which crushes a rock mass with the crushing system of FIG. 本発明にかかる破砕装置の第2実施形態を用いて岩盤を破砕する破砕システムを示す図である。It is a figure which shows the crushing system which crushes a rock mass using 2nd Embodiment of the crushing apparatus concerning this invention. 本発明にかかる破砕装置の第3実施形態を用いて岩盤を破砕する破砕システムを示す図である。It is a figure which shows the crushing system which crushes a rock mass using 3rd Embodiment of the crushing apparatus concerning this invention. 図5の破砕システムで岩盤を破砕する破砕方法を模式的に示す図である。It is a figure which shows typically the crushing method which crushes a rock mass with the crushing system of FIG. 本発明にかかる破砕装置の第4実施形態で使用する楔型チゼルの一例を示す図である。It is a figure which shows an example of the wedge-shaped chisel used in 4th Embodiment of the crushing apparatus concerning this invention. 図7の楔型チゼルを用いて岩盤を破砕する破砕方法の一例を模式的に示す図である。It is a figure which shows typically an example of the crushing method which crushes a rock mass using the wedge-shaped chisel of FIG. 図7の楔型チゼルの作用効果を示す模式図である。It is a schematic diagram which shows the effect of the wedge-shaped chisel of FIG. 本発明にかかる破砕装置の第4実施形態で使用する楔型チゼルの他のを示す図である。It is a figure which shows the other of the wedge-shaped chisel used in 4th Embodiment of the crushing apparatus concerning this invention. 図7の楔型チゼルを用いて岩盤を破砕する破砕方法の他の例を模式的に示す図である。It is a figure which shows typically the other example of the crushing method which crushes a rock mass using the wedge-shaped chisel of FIG.

図1は、本発明にかかる破砕装置の第1実施形態を用いて岩盤を破砕する破砕システムを示す図である。なお、この明細書では、後の説明のために、図1に示すようにXYZ座標軸を設定する。ここでは、削孔の形成方向を「+X」とし、削孔形成方向(+X)と直交する方向のうち削孔から岩盤の自由面に向かう方向を「+Y」とし、方向Xおよび方向Yに直交する方向を「Z」とする。   FIG. 1 is a diagram showing a crushing system for crushing a rock mass using a crushing apparatus according to a first embodiment of the present invention. In this specification, XYZ coordinate axes are set as shown in FIG. 1 for later explanation. Here, the formation direction of the drilling hole is “+ X”, the direction from the drilling hole to the free surface of the rock is “+ Y” among the directions orthogonal to the drilling formation direction (+ X), and is orthogonal to the direction X and the direction Y. The direction to perform is “Z”.

この破砕システムは、作業機械の一例であるクレーン車1と、破砕装置2と、楔型チゼル3とを用いて岩盤4に対して予め(+X)方向に形成しておいた削孔5の周囲のうち自由面側(同図の右手側)を破砕するものである。クレーン車1は、同図に示すように、削孔5が形成された現場に隣接した位置で駐車され、当該位置から削孔5の上方空間に向けてアーム11を伸ばしている。そして、アーム11の先端からワイヤー12が垂下し、その先端に破砕装置2が取り付けられている。   This crushing system is formed around a drilled hole 5 formed in advance in the (+ X) direction with respect to the rock mass 4 using a crane vehicle 1, which is an example of a work machine, a crushing device 2, and a wedge-shaped chisel 3. Among them, the free surface side (the right hand side in the figure) is crushed. As shown in the figure, the crane vehicle 1 is parked at a position adjacent to the site where the hole 5 is formed, and the arm 11 extends from the position toward the space above the hole 5. And the wire 12 hangs down from the front-end | tip of the arm 11, and the crushing apparatus 2 is attached to the front-end | tip.

図2は本発明にかかる破砕装置の一実施形態を示す図である。この破砕装置2は、大きく分けて、ワイヤー12によってクレーン車1に保持される本体部21と、本体部21の岩盤4側で削孔5の形成方向と平行な振動方向Xに振動する振動部22と、本体部21に対して振動部22を振動方向Xに振動自在に支持する4本の支持部23と、振動部22に取り付けられて楔型チゼル3の後端部31を保持するチゼル保持部24とを備えている。   FIG. 2 is a view showing an embodiment of the crushing apparatus according to the present invention. The crushing device 2 is roughly divided into a main body portion 21 held by the crane vehicle 1 by a wire 12 and a vibration portion that vibrates in a vibration direction X parallel to the formation direction of the drilling holes 5 on the rock mass 4 side of the main body portion 21. 22, four support portions 23 that support the vibration portion 22 in a vibration direction X with respect to the main body portion 21, and a chisel that is attached to the vibration portion 22 and holds the rear end portion 31 of the wedge-shaped chisel 3. Holding part 24.

本実施形態では、ワイヤー12で破砕装置2を懸吊する構成を採用しているため、本体部21は振動部22で発生する振動に対する反力を確保するとともに後述するように楔型チゼル3を削孔5に押し込むために比較的大きな重量物で構成されている。また、本体部21の上面中央部には、ワイヤー12の先端に取り付けられたフック(図示省略)に係合可能なハンガー211が取り付けられており、当該ハンガー211にフックを懸けることで破砕装置2が吊り下げられた状態で保持される。   In this embodiment, since the structure which suspends the crushing apparatus 2 with the wire 12 is employ | adopted, the main-body part 21 secures the reaction force with respect to the vibration which generate | occur | produces in the vibration part 22, and uses the wedge-shaped chisel 3 as mentioned later. In order to push into the drilling hole 5, it is composed of a relatively heavy object. Further, a hanger 211 that can be engaged with a hook (not shown) attached to the tip of the wire 12 is attached to the center of the upper surface of the main body 21, and the crushing device 2 is suspended by hanging the hook on the hanger 211. Is held in a suspended state.

この本体部21の下方側では、振動部22および支持部23が配置されている。より詳しくは、本体部21の下面では、四隅の各々に支持部23が取り付けられている。そして、4本の支持部23に囲まれた空間に振動部22が配置されるとともに、支持部23によってX方向に振動自在で本体部21に支持されている。   On the lower side of the main body 21, a vibrating part 22 and a support part 23 are arranged. More specifically, support portions 23 are attached to the four corners of the lower surface of the main body portion 21. The vibration unit 22 is disposed in a space surrounded by the four support units 23, and is supported by the main body unit 21 by the support unit 23 so as to freely vibrate in the X direction.

振動部22は、本体ケース221と、本体ケース221の内部に配置される一対の偏心重錘222、222と、本体ケース221の上面に固定されて偏心重錘222、222を互いに異なる方向へ回転させ得る油圧モータ223とを備えている。この振動部22では、図示を省略する油圧ホースを介して油圧モータ223がクレーン車1の油圧源と接続されており、当該油圧源からの油圧供給を受けて回転駆動する。すると、油圧モータ223によって各偏心重錘222、222が互いに異なる方向に回転し、これにより、振動部22全体がX方向に振動する。なお、本実施形態では、偏心重錘222、222の回転駆動源として油圧モータを用いているが、空圧モータや電気モータを当該駆動源として用いてもよい。   The vibration unit 22 is fixed to the upper surface of the main body case 221, the pair of eccentric weights 222 and 222 disposed inside the main body case 221, and rotates the eccentric weights 222 and 222 in different directions. And a hydraulic motor 223 that can be operated. In the vibration unit 22, a hydraulic motor 223 is connected to a hydraulic power source of the crane 1 via a hydraulic hose (not shown), and is rotated by receiving a hydraulic pressure supply from the hydraulic source. Then, the eccentric weights 222 and 222 are rotated in different directions by the hydraulic motor 223, and the entire vibration unit 22 vibrates in the X direction. In this embodiment, a hydraulic motor is used as a rotational drive source for the eccentric weights 222 and 222. However, a pneumatic motor or an electric motor may be used as the drive source.

このように振動する振動部22の本体ケース221の側面4カ所の各々に対し、支持部23の円筒フレーム231が取り付けられている。各円筒フレーム231は、本体部21から下方に延設されたガイドシャフト232に沿ってX方向に移動自在となっている。また、各ガイドシャフト232には、スプリング233が遊嵌されている。そして、振動部22の振動に伴って円筒フレーム231が上下に振動する際には、各スプリング233が長さ方向Xに伸縮することにより、円筒フレーム231が本体部21に対して近接離反する方向に変位し、円筒フレーム231から本体部21へ伝達されようとする振動を減衰させる。   The cylindrical frame 231 of the support portion 23 is attached to each of the four side surfaces of the main body case 221 of the vibration portion 22 that vibrates in this way. Each cylindrical frame 231 is movable in the X direction along a guide shaft 232 extending downward from the main body 21. A spring 233 is loosely fitted to each guide shaft 232. When the cylindrical frame 231 vibrates up and down with the vibration of the vibrating portion 22, each spring 233 expands and contracts in the length direction X, so that the cylindrical frame 231 approaches and separates from the main body portion 21. The vibration to be transmitted from the cylindrical frame 231 to the main body 21 is attenuated.

振動部22の本体ケース221の下面中央部には、図2(b)に示すようにチゼル保持部24が取り付けられている。このチゼル保持部24は、本体ケース221に固定される把持フレーム241と、当該把持フレーム241に支持された相対的に近接離反し得る4本の把持爪242と、X方向と直交する水平面内で把持爪242を相対的に近接離反させる爪駆動機構(図示省略)とを有している。この爪駆動機構は、図示を省略する油圧ホースを介してクレーン車1の油圧源と接続されており、当該油圧源からの油圧供給によって把持爪242の開閉を制御する。この実施形態では、チゼル保持部24の構造に対応して楔型チゼル3の後端部31を四角柱形状に仕上げている。そして、当該楔型チゼル3を破砕装置2に装着する場合、図2(b)の実線で示すように4本の把持爪242を互いに離反させておき、把持爪242の間に楔型チゼル3の後端部31を差し込む。それに続いて、爪駆動機構により4本の把持爪242を互いに近接させて楔型チゼル3の後端部31を把持する。これによって、振動部22の中心軸と楔型チゼル3の軸線とを容易に一致させることができ、振動部22の振動を楔型チゼル3に効率的に、かつ安定して伝達することができる。一方、楔型チゼル3を破砕装置2から取り外す場合には、爪駆動機構により4本の把持爪242を互いに離反させる。なお、本実施形態では、油圧機構によって把持爪242を作動させているが、駆動源として電気を用いて把持爪242を作動させてもよいことは言うまでもない。また、本実施形態では、4本の把持爪242で楔型チゼル3の後端部31の把持および把持解除を行っているが、把持爪242の本数はこれに限定されるものではなく、楔型チゼル3の後端部31の形状などに適合させればよい。   A chisel holding portion 24 is attached to the center of the lower surface of the main body case 221 of the vibration portion 22 as shown in FIG. The chisel holding portion 24 includes a gripping frame 241 fixed to the main body case 221, four gripping claws 242 that are supported by the gripping frame 241 and can move relatively close to each other, and in a horizontal plane perpendicular to the X direction. And a claw drive mechanism (not shown) for relatively moving the grip claw 242 closer to and away from each other. This claw driving mechanism is connected to a hydraulic power source of the crane 1 via a hydraulic hose (not shown), and controls the opening and closing of the gripping claw 242 by supplying hydraulic pressure from the hydraulic power source. In this embodiment, the rear end portion 31 of the wedge-shaped chisel 3 is finished in a quadrangular prism shape corresponding to the structure of the chisel holding portion 24. When the wedge-shaped chisel 3 is attached to the crushing device 2, the four gripping claws 242 are separated from each other as shown by the solid line in FIG. 2B, and the wedge-shaped chisel 3 is interposed between the gripping claws 242. The rear end portion 31 is inserted. Subsequently, the four gripping claws 242 are brought close to each other by the claw driving mechanism to grip the rear end portion 31 of the wedge-shaped chisel 3. As a result, the central axis of the vibration part 22 and the axis of the wedge-type chisel 3 can be easily matched, and the vibration of the vibration part 22 can be transmitted to the wedge-type chisel 3 efficiently and stably. . On the other hand, when the wedge-shaped chisel 3 is removed from the crushing device 2, the four gripping claws 242 are separated from each other by the claw driving mechanism. In the present embodiment, the gripping claws 242 are operated by a hydraulic mechanism, but it goes without saying that the gripping claws 242 may be operated using electricity as a drive source. In this embodiment, the gripping claw 242 is used to grip and release the rear end portion 31 of the wedge-shaped chisel 3, but the number of gripping claws 242 is not limited to this, and the wedges are not limited to this. The shape of the rear end portion 31 of the mold chisel 3 may be adapted.

次に、上記のように構成された破砕システムにより岩盤4を破砕する動作について説明する。ここでは、図1に示すように構成された楔型チゼル3を用いている。この楔型チゼル3は特許文献1に記載の破砕方法で使用されるものに類似する構造を有している。すなわち、楔型チゼル3は、削孔5の形成方向(+X)と平行な軸線を有する軸体構造を有しており、後端部31が上記したように破砕装置2のチゼル保持部24に装着可能な形状、つまり四角柱形状に仕上げられている。一方、楔型チゼル3の先端部32は先端側、(+X)方向側に進むにしたがって外径が減少する、いわゆる先細り形状を有している。また、先端部32の側面には、軸線に沿って2つの切欠部が軸線を挟んで対称となるように形成され、傾斜面を2つの当接面33、34(図3)に分離している。このように楔型チゼル3の傾斜面には、2個の当接面33、34が軸線に対して略対称に設けられている。   Next, the operation | movement which crushes the rock mass 4 with the crushing system comprised as mentioned above is demonstrated. Here, a wedge-shaped chisel 3 configured as shown in FIG. 1 is used. The wedge-shaped chisel 3 has a structure similar to that used in the crushing method described in Patent Document 1. That is, the wedge-shaped chisel 3 has a shaft body structure having an axis parallel to the forming direction (+ X) of the drilling hole 5, and the rear end portion 31 is formed on the chisel holding portion 24 of the crushing device 2 as described above. It is finished in a shape that can be mounted, that is, a quadrangular prism. On the other hand, the distal end portion 32 of the wedge-shaped chisel 3 has a so-called tapered shape in which the outer diameter decreases as it advances toward the distal end side (+ X) direction. Further, on the side surface of the tip portion 32, two notches are formed along the axis so as to be symmetric with respect to the axis, and the inclined surface is separated into two contact surfaces 33 and 34 (FIG. 3). Yes. As described above, the two contact surfaces 33 and 34 are provided on the inclined surface of the wedge-shaped chisel 3 substantially symmetrically with respect to the axis.

図3は図1の破砕システムで岩盤を破砕する破砕方法を模式的に示す図である。楔型チゼル3の先端を削孔5に挿入すると、同図(a)に示すように、当接面33、34がそれぞれ削孔5の内壁に係止される。そして、破砕装置2の油圧モータ223を作動させることで、チゼル保持部24によって楔型チゼル3を保持したまま振動部22を削孔形成方向(+X)と平行な方向Xに振動させる。これにより、楔型チゼル3に対して削孔形成方向(+X)に押し込む力と削孔5から引き抜く力とが交互に与えられる。このとき、楔型チゼル3に押し込む力が作用することで楔型チゼル3の先端が削孔5に押し込まれる。このとき、削孔5からY方向に引張応力が削孔5の内壁に作用して亀裂が発生する。また、押し込む力を作用させた後で直ちに引き抜く力が作用し、楔型チゼル3の先端部32が削孔5の内壁と噛み込むのを防止する。この振動動作中、振動部22で発生する振動に対する反力は本体部21で受け止められ、安定して破砕処理を行うことができる。   FIG. 3 is a diagram schematically showing a crushing method for crushing the rock mass with the crushing system of FIG. When the tip of the wedge-shaped chisel 3 is inserted into the hole 5, the contact surfaces 33 and 34 are respectively locked to the inner wall of the hole 5 as shown in FIG. Then, by operating the hydraulic motor 223 of the crushing device 2, the vibrating unit 22 is vibrated in a direction X parallel to the hole forming direction (+ X) while the wedge-shaped chisel 3 is held by the chisel holding unit 24. As a result, a force for pushing in the hole forming direction (+ X) and a force for pulling out from the hole 5 are alternately applied to the wedge-shaped chisel 3. At this time, the pushing force acts on the wedge-shaped chisel 3 so that the tip of the wedge-shaped chisel 3 is pushed into the hole 5. At this time, a tensile stress acts on the inner wall of the hole 5 in the Y direction from the hole 5 to generate a crack. In addition, a pulling force is applied immediately after the pushing force is applied, and the front end portion 32 of the wedge-shaped chisel 3 is prevented from biting into the inner wall of the hole 5. During this vibration operation, the reaction force against the vibration generated by the vibration part 22 is received by the main body part 21 and can be stably crushed.

また、このような振動動作を繰り返しながらクレーン車1からワイヤー12を徐々に送り出すと、図3(b)に示すように上記したと同様に楔型チゼル3をX方向に振動させながら破砕装置2の自重により楔型チゼル3が削孔形成方向(+X)に押し込まれ、削孔5からY方向に引張応力が図中の白抜き矢印で示すように削孔5の内壁に作用して亀裂Kが発生する。このとき、楔型チゼル3はX方向に振動しているため、削孔5の内壁への楔型チゼル3の噛み込みが効果的に防止される。そして、さらなるワイヤー12の送出に伴い押込量が一定値に達すると、図3(c)に示すように、亀裂KがさらにZ方向に延びるとともに岩盤4の内部で削孔5から自由面41に向かって亀裂が入って割岩され、その結果、破砕部42がブロック状で岩盤4から分離されて岩盤4からの破砕除去が容易となり、例えばリッパー(Ripper)などの重機を用いて簡単に除去可能となっている。このような処理を繰り返すことで岩盤4の深部まで自由面41側の被破砕領域を破砕することができる。なお、所望の破砕処理が完了すると、振動動作の繰り返しを継続させたままワイヤー12の巻き取りによって削孔5から楔型チゼル3を引き抜く。   Further, when the wire 12 is gradually sent out from the crane 1 while repeating such vibration operation, the crushing device 2 is vibrated while vibrating the wedge-shaped chisel 3 in the X direction as described above, as shown in FIG. The wedge-shaped chisel 3 is pushed in the hole forming direction (+ X) by its own weight, and tensile stress acts on the inner wall of the hole 5 in the Y direction from the hole 5 as indicated by the white arrow in the figure. Will occur. At this time, since the wedge-shaped chisel 3 vibrates in the X direction, the wedge-shaped chisel 3 is effectively prevented from biting into the inner wall of the hole 5. Then, when the pushing amount reaches a certain value as the wire 12 is further fed, as shown in FIG. 3C, the crack K further extends in the Z direction and from the drill hole 5 to the free surface 41 inside the rock 4. As a result, the crushing part 42 is separated from the rock mass 4 in a block shape and is easily crushed and removed from the rock mass 4 and can be easily removed using a heavy machine such as a ripper (Ripper). It has become. By repeating such processing, the region to be crushed on the free surface 41 side can be crushed up to the deep part of the bedrock 4. When the desired crushing process is completed, the wedge-shaped chisel 3 is pulled out from the hole 5 by winding the wire 12 while continuing the repetition of the vibration operation.

このように楔型チゼル3を用いて削孔5からY方向の引張応力を岩盤4に対して作用させて割岩し、削孔5の周囲を破砕しているので、岩盤4を少ないエネルギーで効率的に破砕することが可能となっている。また、楔型チゼル3の先端部32を削孔5に挿入した状態で楔型チゼル3を削孔形成方向(+X)と平行な方向Xに振動させ、押込動作と引抜動作を交互に与えているため、楔型チゼル3が削孔5に噛み込むのを抑制しながら楔型チゼル3の削孔5への押し込みにより削孔5の周囲を効率的に破砕することができる。また、振動動作を繰り返した状態のまま削孔5から楔型チゼル3を引き抜いているため、楔型チゼル3が削孔5に噛み込むのを抑制し、楔型チゼル3を削孔5から良好に引き抜くことができる。   In this way, the wedge-shaped chisel 3 is used to apply the tensile stress in the Y direction from the drilling hole 5 to the rock mass 4 to split the rock, and the periphery of the drilling hole 5 is crushed. It can be crushed automatically. In addition, the wedge-type chisel 3 is vibrated in a direction X parallel to the drilling formation direction (+ X) with the tip 32 of the wedge-shaped chisel 3 inserted into the drilling hole 5, and a pushing operation and a pulling operation are alternately applied. Therefore, the periphery of the hole 5 can be efficiently crushed by pushing the wedge-shaped chisel 3 into the hole 5 while suppressing the wedge-shaped chisel 3 from biting into the hole 5. Further, since the wedge-type chisel 3 is pulled out from the hole 5 while the vibration operation is repeated, the wedge-type chisel 3 is restrained from biting into the hole 5, and the wedge-type chisel 3 is favorably removed from the hole 5. Can be pulled out.

図4は、本発明にかかる破砕装置の第2実施形態を用いて岩盤を破砕する破砕システムを示す図である。この破砕システムが図1に示すものと相違する点は、作業機械としてバックホウ6を用いている点と、防音カバー7を追加装着している点とであり、その他の構成は基本的に図1の破砕システムと同一である。よって、以下の説明において、同一構成については同一符号を付して説明を省略する。   FIG. 4: is a figure which shows the crushing system which crushes a rock mass using 2nd Embodiment of the crushing apparatus concerning this invention. This crushing system is different from that shown in FIG. 1 in that a backhoe 6 is used as a work machine and a soundproof cover 7 is additionally mounted. Other configurations are basically shown in FIG. It is the same as the crushing system. Therefore, in the following description, the same code | symbol is attached | subjected about the same structure and description is abbreviate | omitted.

図4に示す破砕システムでは、破砕装置2の本体部21がバックホウ6のアーム61にブラケット62を介して取り付けられている。このため、楔型チゼル3の先端部32の削孔5への挿入動作は、バックホウ6のアーム61の操作により行われる。そして、破砕装置2の油圧モータ223を作動させることで楔型チゼル3を方向Xに振動させる。これによって、楔型チゼル3の先端部32が削孔5の内壁と噛み込むのを防止しながら削孔5の周囲の破砕処理を開始する。また、バックホウ6のアーム61の操作により破砕装置2を(+X)方向に移動させることで、当該破砕装置2に対して(+X)方向の押圧力が与えられる。これによって、先に説明した破砕システムと同様に、楔型チゼル3が振動しながら削孔形成方向(+X)に押し込まれていき、破砕処理が進行する。また、削孔5から楔型チゼル3を引き抜き動作も楔型チゼル3を方向Xに振動させたままバックホウ6のアーム61の操作により行うと、より円滑に楔型チゼル3を引き抜くことができる。   In the crushing system shown in FIG. 4, the main body 21 of the crushing device 2 is attached to the arm 61 of the backhoe 6 via a bracket 62. For this reason, the operation of inserting the tip 32 of the wedge-shaped chisel 3 into the hole 5 is performed by operating the arm 61 of the backhoe 6. Then, the wedge-shaped chisel 3 is vibrated in the direction X by operating the hydraulic motor 223 of the crushing device 2. As a result, the crushing process around the hole 5 is started while preventing the tip 32 of the wedge chisel 3 from biting into the inner wall of the hole 5. Further, by moving the crushing device 2 in the (+ X) direction by operating the arm 61 of the backhoe 6, a pressing force in the (+ X) direction is applied to the crushing device 2. Thereby, like the crushing system described above, the wedge-shaped chisel 3 is pushed in the hole forming direction (+ X) while vibrating, and the crushing process proceeds. Further, when the wedge-type chisel 3 is pulled out from the hole 5 by operating the arm 61 of the backhoe 6 while the wedge-type chisel 3 is vibrated in the direction X, the wedge-type chisel 3 can be pulled out more smoothly.

ところで、上記第1実施形態および第2実施形態では、2つの当接面33、34を有する楔型チゼル3を用いて破砕処理を行っているが、楔型チゼル3の構成はこれに限定されるものではなく、特許文献1ないし4に記載された楔型チゼルならびに従来より使用されている楔型チゼル全般を用いて削孔5の周囲を破砕する破砕技術全般に適用することができる。また、特許文献1ないし4に記載された楔型チゼル以外、例えば図5に示すように先端部がイカリ形状あるいは矢尻形状に仕上げられた楔型チゼル3A(以下「イカリチゼル」という)を用いて削孔5の周囲を破砕する破砕技術に適用することができる。   By the way, in the said 1st Embodiment and 2nd Embodiment, although the crushing process is performed using the wedge type chisel 3 which has the two contact surfaces 33 and 34, the structure of the wedge type chisel 3 is limited to this. However, the present invention can be applied to all crushing techniques for crushing the periphery of the hole 5 using the wedge-type chisel described in Patent Documents 1 to 4 and the conventional wedge-type chisel. Other than the wedge-shaped chisel described in Patent Documents 1 to 4, for example, as shown in FIG. 5, a wedge-shaped chisel 3A (hereinafter referred to as “Ikari Chisel”) whose tip is finished in an icari shape or an arrowhead shape is used. The present invention can be applied to a crushing technique for crushing the periphery of the hole 5.

図5は本発明にかかる破砕装置の第3実施形態を用いて岩盤を破砕する破砕システムを示す図である。この破砕システムが図4に示すものと相違する点は、楔型チゼルとしてイカリチゼル3Aを用いている点であり、その他の構成は同一である。よって、以下の説明において、同一構成については同一符号を付して説明を省略する。   FIG. 5 is a diagram showing a crushing system for crushing a rock mass using a crushing device according to a third embodiment of the present invention. This crushing system is different from that shown in FIG. 4 in that Ikarichisel 3A is used as a wedge-shaped chisel, and the other configurations are the same. Therefore, in the following description, the same code | symbol is attached | subjected about the same structure and description is abbreviate | omitted.

このイカリチゼル3Aでは、後端部31および先端部32は図1の楔型チゼル3と同一形状に仕上げられているのに対し、中央部35は図1の楔型チゼル3の中央部よりも細い円柱形状に仕上げられている。このため、先端部32と中央部35との境界部36に段差が形成されており、これによって、削孔5からのイカリチゼル3Aの引き抜き時に特有の作用効果を発揮する。   In this Ikarichisel 3A, the rear end portion 31 and the front end portion 32 are finished in the same shape as the wedge-shaped chisel 3 in FIG. 1, whereas the central portion 35 is thinner than the central portion of the wedge-shaped chisel 3 in FIG. It is finished in a cylindrical shape. For this reason, a step is formed at the boundary portion 36 between the tip portion 32 and the central portion 35, and thereby, a specific effect is exhibited when the Ikarichisel 3 </ b> A is pulled out from the drilling hole 5.

図6は図5の破砕システムで岩盤を破砕する破砕方法を模式的に示す図である。イカリチゼル3Aの先端を削孔5に挿入した後、破砕装置2の油圧モータ223を作動させることで、チゼル保持部24によってイカリチゼル3Aを保持したまま振動部22を削孔形成方向(+X)と平行な方向Xに振動させる(図6(a))。これによって、イカリチゼル3Aの先端部32が削孔5の内壁と噛み込むのを防止しながら削孔5の周囲の破砕処理を開始する。また、バックホウ6のアーム61の操作により破砕装置2を(+X)方向に移動させて楔型チゼル3を削孔形成方向(+X)に振動させながら押し込んで、破砕処理を進行させる。これによって、図1の破砕システムと同様に、削孔5から亀裂がZ方向に発生するとともに、図6(b)に示すように岩盤4の内部で削孔5から自由面41に向かって亀裂が入って割岩され、その結果、破砕部42がブロック状で岩盤4から分離される。   FIG. 6 is a diagram schematically showing a crushing method for crushing the rock mass with the crushing system of FIG. After inserting the tip of the Ikarichisel 3A into the drilling hole 5, the hydraulic motor 223 of the crushing device 2 is operated, so that the vibrating section 22 is parallel to the drilling formation direction (+ X) while holding the Ikarichisel 3A by the chisel holding section 24. Vibrate in a direction X (FIG. 6A). Thus, the crushing process around the hole 5 is started while preventing the tip 32 of the Ikarichisel 3A from biting into the inner wall of the hole 5. Further, by operating the arm 61 of the backhoe 6, the crushing device 2 is moved in the (+ X) direction, and the wedge-shaped chisel 3 is pushed in while vibrating in the hole forming direction (+ X), thereby proceeding with the crushing process. As a result, as in the crushing system of FIG. 1, cracks are generated in the Z direction from the drilling hole 5 and cracks from the drilling hole 5 toward the free surface 41 in the rock mass 4 as shown in FIG. 6B. Enters and is divided into rocks. As a result, the crushing portion 42 is separated from the rock mass 4 in a block shape.

所望の破砕処理が完了した時点では、図6(b)に示すように境界部36が削孔5の内壁に係合している。そして、この係合状態で振動動作の繰り返しを継続させたままバックホウ6のアーム61の操作により削孔5からイカリチゼル3Aを引き抜く。このとき、図6(c)に示すように、境界部36が係合している位置から岩盤4の表面向かって圧縮力が作用して破砕部42を含めて削孔5の周囲に新たな亀裂が発生する。そのため、破砕部42の破砕がより容易になる。また、削孔5に対して自由面41の反対側の破砕も容易となり、破砕作業の効率を高めることができる。   When the desired crushing process is completed, the boundary portion 36 is engaged with the inner wall of the hole 5 as shown in FIG. Then, the Ikari Chisel 3A is pulled out from the hole 5 by the operation of the arm 61 of the backhoe 6 while the repetition of the vibration operation is continued in this engaged state. At this time, as shown in FIG. 6 (c), a compressive force acts from the position where the boundary portion 36 is engaged toward the surface of the rock mass 4, and a new area around the hole 5 including the crushing portion 42 is obtained. Cracks occur. Therefore, crushing of the crushing part 42 becomes easier. Moreover, crushing on the opposite side of the free surface 41 with respect to the drilling hole 5 is facilitated, and the efficiency of crushing work can be increased.

また、破砕装置2では、振動部22で発生する振動方向に対して楔型チゼル3の軸線方向が一定角度、例えば5゜程度以上傾くと、破砕装置2に多大な負荷がかかってしまい、破砕装置2が故障する可能性がある。そこで、上記破砕装置2を用いて破砕処理を行う場合には、次に説明するように軸線方向に延びる倣い面と軸線方向に対して傾斜して削孔5の内壁に当接する当接面を有する楔型チゼル3を用いるのが好適である。以下、図7ないし図9を参照しつつ本発明の第4実施形態について説明する。   Further, in the crushing device 2, if the axial direction of the wedge-shaped chisel 3 is inclined at a certain angle, for example, about 5 ° or more with respect to the vibration direction generated by the vibration unit 22, a great load is applied to the crushing device 2. The device 2 may break down. Therefore, when the crushing process is performed using the crushing device 2, a scanning surface that extends in the axial direction and a contact surface that is inclined with respect to the axial direction and contacts the inner wall of the hole 5 as described below. It is preferable to use a wedge-shaped chisel 3 having the same. Hereinafter, a fourth embodiment of the present invention will be described with reference to FIGS.

図7は本発明にかかる破砕装置の第4実施形態で使用する楔型チゼルの一例を示す図である。同図の左手側に楔型チゼル3Bの斜視図が示される一方、右手側に軸線方向の各部P1〜P4での断面形状が示されている。この第4実施形態で使用する楔型チゼル3Bは、図7に示すように、削孔5の形成方向(+X)と平行な軸線AXを有するスラブ状の軸体構造を有しており、後端部31を破砕装置2のチゼル保持部24で把持可能となっている。この後端部31における断面形状、つまり位置P1での断面形状は長方形形状であり、以下において長辺方向を「L方向」と称するとともに短辺方向を「S方向」と称し、これらを適宜用いて楔型チゼル3Bの構成および動作について説明する。   FIG. 7 is a view showing an example of a wedge-type chisel used in the fourth embodiment of the crushing apparatus according to the present invention. A perspective view of the wedge-shaped chisel 3B is shown on the left hand side of the figure, while a cross-sectional shape at each of the parts P1 to P4 in the axial direction is shown on the right hand side. As shown in FIG. 7, the wedge-shaped chisel 3B used in the fourth embodiment has a slab-like shaft body structure having an axis AX parallel to the forming direction (+ X) of the drilling hole 5. The end 31 can be gripped by the chisel holder 24 of the crushing device 2. The cross-sectional shape at the rear end portion 31, that is, the cross-sectional shape at the position P <b> 1 is a rectangular shape. In the following, the long side direction is referred to as “L direction” and the short side direction is referred to as “S direction”. The configuration and operation of the wedge-shaped chisel 3B will be described.

楔型チゼル3Bの先端部32では、スラブ状軸体の(−L)方向側の側部が一部取り除かれる一方、(+L)方向側の側部はそのまま残っている。つまり、先端部32の(+L)方向側の側面37は後端部31から連続してX方向に延びる平面形状を有して後述するように倣い面として機能する一方、(−L)方向側の側面38は傾斜面となっている。このため、図7に示すように、楔型チゼル3B全体の厚み(S方向サイズ)は同一であるが、LX平面上では先細り形状を有している。より詳しくは、先端部32の位置P2、P3は削孔5の内径よりも大きなL方向寸法を有する一方、最先端位置P4では削孔5の内径よりも小さなL方向寸法を有しており、先端部32の(+L)方向側の側面は当接面38となっている。さらに、本実施形態では、当接面38のうち先端側の傾斜部381と後端側の傾斜部382とで軸線AXに対する傾斜角を異ならせている。つまり、傾斜部381の傾斜角θ1と、傾斜部382の傾斜角θ2とが、
θ1<θ2
となっている。なお、本実施形態では、楔型チゼル3Bの先端部32の削孔5への挿入を円滑に行うために、先端部32の角部を切り欠いて先端部32の断面を8角形形状に仕上げているが、先端部32の断面形状はこれに限定されるものではなく、例えば図7中のカッコ部分に示すように削孔5の内壁に沿った円弧を有する陸上競技トラックに類似する形状に仕上げてもよい。
At the distal end portion 32 of the wedge-shaped chisel 3B, the side portion on the (−L) direction side of the slab shaft is partially removed, while the side portion on the (+ L) direction side remains as it is. That is, the side surface 37 on the (+ L) direction side of the front end portion 32 has a planar shape continuously extending from the rear end portion 31 in the X direction and functions as a copying surface as described later, while on the (−L) direction side. The side surface 38 is an inclined surface. For this reason, as shown in FIG. 7, the wedge-shaped chisel 3B has the same thickness (size in the S direction), but has a tapered shape on the LX plane. More specifically, the positions P2 and P3 of the tip end portion 32 have an L direction dimension larger than the inner diameter of the drilling hole 5, while the most distal position P4 has an L direction dimension smaller than the inner diameter of the drilling hole 5. A side surface on the (+ L) direction side of the tip portion 32 is a contact surface 38. Furthermore, in this embodiment, the inclination angle 381 on the front end side and the inclination portion 382 on the rear end side of the contact surface 38 are different in inclination angle with respect to the axis AX. That is, the inclination angle θ1 of the inclined portion 381 and the inclination angle θ2 of the inclined portion 382 are:
θ1 <θ2
It has become. In the present embodiment, in order to smoothly insert the tip portion 32 of the wedge-shaped chisel 3B into the drilling hole 5, the corner portion of the tip portion 32 is notched and the cross section of the tip portion 32 is finished in an octagonal shape. However, the cross-sectional shape of the tip end portion 32 is not limited to this, and for example, a shape similar to an athletics track having an arc along the inner wall of the drilling hole 5 as shown in parentheses in FIG. You may finish it.

図8は図7の楔型チゼルを用いて岩盤を破砕する破砕方法を模式的に示す図である。また、図9は図7の楔型チゼルの作用効果を示す模式図である。このように構成された楔型チゼル3Bの後端部31をバックホウ6のアーム61に取り付けられた破砕装置2のチゼル保持部24で把持した後、バックホウ6を操作して楔型チゼル3Bの先端部32を削孔5に挿入すると、図8(a)および図9(a)に示すように当接面38のうち傾斜部381が削孔5の内壁に係止されるとともに倣い面37は削孔5の内壁と平行に接触する。この状態では、破砕装置2の油圧モータ223を作動させて破砕処理を開始し、さらにバックホウ6を操作してアーム61により破砕装置2を(+X)方向に移動させる。これによって当該破砕装置2に対して(+X)方向の押圧力が与えられ、楔型チゼル3Bが削孔形成方向(+X)に押し込まれ、破砕処理が進行する。このとき、楔型チゼル3Bは、当接面38が削孔5の内壁と係合するとともに倣い面37が削孔5の内壁と接触して内壁の延設方向Xに倣いながら削孔5の形成方向(+X)に押し込まれる。このため、第1実施形態や第2実施形態よりも円滑な破砕処理が可能となる。その理由について図9を参照しつ説明する。   FIG. 8 is a diagram schematically showing a crushing method for crushing the rock mass using the wedge-shaped chisel of FIG. FIG. 9 is a schematic diagram showing the operational effects of the wedge-shaped chisel shown in FIG. After the rear end portion 31 of the wedge-shaped chisel 3B configured as described above is gripped by the chisel holding portion 24 of the crushing device 2 attached to the arm 61 of the backhoe 6, the backhoe 6 is operated to operate the tip of the wedge-shaped chisel 3B. When the portion 32 is inserted into the hole 5, the inclined portion 381 of the abutting surface 38 is locked to the inner wall of the hole 5 as shown in FIG. 8A and FIG. It contacts the inner wall of the drilling hole 5 in parallel. In this state, the crushing process is started by operating the hydraulic motor 223 of the crushing device 2, and the backhoe 6 is further operated to move the crushing device 2 in the (+ X) direction by the arm 61. As a result, a pressing force in the (+ X) direction is applied to the crushing device 2, and the wedge-shaped chisel 3B is pushed in the hole forming direction (+ X), and the crushing process proceeds. At this time, in the wedge-shaped chisel 3B, the contact surface 38 engages with the inner wall of the drilling hole 5 and the copying surface 37 contacts the inner wall of the drilling hole 5 while following the extending direction X of the inner wall. It is pushed in the forming direction (+ X). For this reason, a smooth crushing process can be performed as compared with the first embodiment and the second embodiment. The reason will be described with reference to FIG.

特許文献1ないし4に記載された楔型チゼル、従来より使用されている楔型チゼル、図1に示す楔型チゼル3ならびに図5に示すイカリチゼル3Aはいずれも複数の傾斜面を有している。このため、上記したように破砕装置2の自重またはバックホウ6などの作業機械から与えられる押圧力により楔型チゼル3、3Aの先端部32を削孔5に押し込むと、例えば図9(b)に示すように、一の当接面のみが削孔5の内壁に接するように楔型チゼル3Bは傾く。このとき、傾斜角が大きくなると、破砕装置2に対して振動方向Xと異なる方向に応力が作用して破砕装置2が故障することがある。これに対し、第4実施形態では倣い面37が削孔5の内壁に倣いながら楔型チゼル3Bの先端部が削孔5に押し込まれる。このため、破砕装置2に対して作用する応力の方向は振動方向Xと一致し、破砕装置2の故障が防止される。   Each of the wedge-type chisel described in Patent Documents 1 to 4, the wedge-type chisel used conventionally, the wedge-type chisel 3 shown in FIG. 1, and the Ikari-chisel 3A shown in FIG. 5 each have a plurality of inclined surfaces. . Therefore, as described above, when the tip 32 of the wedge-shaped chisel 3, 3A is pushed into the drilling hole 5 by the pressing force applied from the weight of the crushing device 2 or a work machine such as the backhoe 6, for example, as shown in FIG. As shown, the wedge-shaped chisel 3B is tilted so that only one contact surface is in contact with the inner wall of the hole 5. At this time, if the inclination angle increases, stress may act on the crushing device 2 in a direction different from the vibration direction X, and the crushing device 2 may break down. On the other hand, in the fourth embodiment, the leading end portion of the wedge-shaped chisel 3B is pushed into the hole 5 while the copying surface 37 follows the inner wall of the hole 5. For this reason, the direction of the stress acting on the crushing device 2 coincides with the vibration direction X, and the failure of the crushing device 2 is prevented.

また、削孔5から楔型チゼル3を引き抜き動作も、倣い面37を削孔5の内壁に倣わせながら楔型チゼル3を方向Xに振動させたままバックホウ6のアーム61の操作により行う。これによって、円滑な楔型チゼル3の引抜が行われる。   The operation of pulling out the wedge-shaped chisel 3 from the hole 5 is also performed by operating the arm 61 of the backhoe 6 while the wedge-shaped chisel 3 is vibrated in the direction X while the copying surface 37 follows the inner wall of the hole 5. As a result, the wedge-shaped chisel 3 is smoothly pulled out.

第4実施形態では、当接面38に2つの傾斜部381,382を設けているが、傾斜部の個数はこれに限定されるものではなく、任意であり、例えば図10に示すように1つの傾斜部383のみにより当接面38を構成してもよい。また、軸線AXに対する傾斜角が後端側に進むにしたがって大きくなるように、3つ以上の傾斜部を設ける、あるいは曲面形状に仕上げてもよい。   In the fourth embodiment, the two inclined portions 381 and 382 are provided on the contact surface 38, but the number of inclined portions is not limited to this, and is arbitrary, for example, as shown in FIG. The contact surface 38 may be configured by only one inclined portion 383. Further, three or more inclined portions may be provided or the curved surface shape may be finished so that the inclination angle with respect to the axis line AX increases as it advances toward the rear end side.

なお、本発明は上記した実施形態に限定されるものではなく、その趣旨を逸脱しない限りにおいて上述したもの以外に種々の変更を行うことが可能である。例えば、上記実施形態では、偏心重錘222、222を回転させてX方向の振動を発生させているが、振動の発生方式はこれに限定されるものではなく、例えば油圧ピストンをX方向に動作させて振動を発生させる方式のものを用いてもよい。   The present invention is not limited to the above-described embodiment, and various modifications other than those described above can be made without departing from the spirit of the present invention. For example, in the above embodiment, the eccentric weights 222 and 222 are rotated to generate the vibration in the X direction. However, the vibration generation method is not limited to this, for example, the hydraulic piston is operated in the X direction. It is also possible to use a system that generates vibrations.

また、上記した破砕装置2は比較的大型なものであり、作業機械に保持して破砕処理を行っているが、破砕装置の小型化により作業者が破砕装置の本体部を保持して破砕処理を行うように構成してもよい。   The crushing device 2 described above is relatively large and is held by a work machine for crushing processing. By downsizing the crushing device, an operator holds the main body of the crushing device and performs crushing processing. You may comprise so that it may perform.

また、防音カバー7の有無についても任意であり、例えば図1に示す破砕システムにおいて防音カバー7を装着してもよいし、図4や図5に示す破砕システムにおいて防音カバー7を省略してもよい。   The presence or absence of the soundproof cover 7 is also arbitrary. For example, the soundproof cover 7 may be mounted in the crushing system shown in FIG. 1, or the soundproof cover 7 may be omitted in the crushing system shown in FIGS. Good.

また、第2実施形態および第3実施形態では、バックホウ6のアーム61に破砕装置2を直接接続しているが、自在継手を介して接続してもよい。この場合、アーム61による押し込み方向や引き抜き方向が削孔5の形成方向Xと多少ずれたとしても自在継手によって吸収されて破砕装置2をX方向に移動させることが可能となり、好適である。   Moreover, in 2nd Embodiment and 3rd Embodiment, although the crushing apparatus 2 is directly connected to the arm 61 of the backhoe 6, you may connect via a universal joint. In this case, even if the pushing direction and the drawing direction by the arm 61 are slightly deviated from the forming direction X of the hole 5, the crushing device 2 can be moved in the X direction by being absorbed by the universal joint.

また、上記実施形態では、1つの削孔5の周囲を破砕する破砕方法に対して本発明を適用したが、本発明の適用範囲はこれに限定されるものではなく、例えば特許文献2に記載されているように、削孔を予め複数個形成しておき、それらの削孔の周囲を連続的に破砕する破砕方法に対して本発明を適用してもよい。例えば図11に示すように、複数の削孔5a〜5cを列状に形成しておき、次の工程を順番に行ってもよい。   Moreover, in the said embodiment, although this invention was applied with respect to the crushing method which crushes the circumference | surroundings of the one hole 5, the application range of this invention is not limited to this, For example, it describes in patent document 2 As described above, the present invention may be applied to a crushing method in which a plurality of holes are formed in advance and the periphery of the holes is continuously crushed. For example, as shown in FIG. 11, a plurality of holes 5a to 5c may be formed in a row and the following steps may be performed in order.

(1)削孔5aの周囲への亀裂導入
破砕装置2の把持爪242により楔型チゼル3B1の後端部を把持した後で、楔型チゼル3B1に対して振動を与えながら破砕装置2の自重またはバックホウ6から与えられる押圧力により楔型チゼル3B1の先端部を削孔5aに押し込む。これによって、削孔5aの周囲に亀裂が導入される。
(1) Introducing cracks around the hole 5a After the rear end of the wedge-type chisel 3B1 is gripped by the gripping claws 242 of the crushing device 2, the weight of the crushing device 2 is applied to the wedge-type chisel 3B1 while vibrating. Alternatively, the tip of the wedge-shaped chisel 3B1 is pushed into the hole 5a by the pressing force applied from the backhoe 6. As a result, a crack is introduced around the hole 5a.

(2)削孔5bの周囲への亀裂導入
把持爪242による楔型チゼル3B1の後端部の把持を解除した後で、把持爪242により楔型チゼル3B2の後端部を把持した後で、楔型チゼル3B2に対して振動を与えながら破砕装置2の自重またはバックホウ6から与えられる押圧力により楔型チゼル3B2の先端部を削孔5bに押し込む、これによって削孔5bの周囲に亀裂が導入され、その一部は削孔5a側に広がり、削孔5aの周囲の亀裂と繋がる。
(2) Crack introduction around the hole 5b After the gripping claw 242 has released the rear end of the wedge-shaped chisel 3B1, the gripping claw 242 grips the rear end of the wedge-shaped chisel 3B2, While applying vibration to the wedge-shaped chisel 3B2, the tip of the wedge-shaped chisel 3B2 is pushed into the drilling hole 5b by the weight of the crushing device 2 or the pressing force applied from the backhoe 6, thereby introducing a crack around the drilling hole 5b. A part thereof spreads to the side of the hole 5a and is connected to a crack around the hole 5a.

(3)削孔5cの周囲への亀裂導入
把持爪242による楔型チゼル3B2の後端部の把持を解除した後で、把持爪242により楔型チゼル3B3の後端部を把持した後で、楔型チゼル3B3に対して振動を与えながら破砕装置2の自重またはバックホウ6から与えられる押圧力により楔型チゼル3B3の先端部を削孔5cに押し込む、これによって削孔5cの周囲に亀裂が導入され、その一部は削孔5b側に広がり、削孔5bの周囲の亀裂と繋がる。
(3) Crack introduction around the hole 5c After the gripping claw 242 releases the rear end of the wedge-shaped chisel 3B2, the gripping claw 242 grips the rear end of the wedge-shaped chisel 3B3. While applying vibration to the wedge-shaped chisel 3B3, the tip of the wedge-shaped chisel 3B3 is pushed into the drilling hole 5c by the weight of the crushing device 2 or the pressing force applied from the backhoe 6, thereby introducing a crack around the drilling hole 5c. A part thereof spreads to the side of the hole 5b and is connected to a crack around the hole 5b.

(4)削孔5aの周囲の岩盤4からの分離
把持爪242による楔型チゼル3B3の後端部の把持を解除した後で、把持爪242により楔型チゼル3B1の後端部を把持した後で、楔型チゼル3B1に対して振動を与えながら破砕装置2の自重またはバックホウ6から与えられる押圧力により楔型チゼル3B1の先端部を削孔5aにさらに押し込む。これによって削孔5aの自由面側の破砕部42がブロック状で岩盤4から分離される。
(4) Separation from the rock mass 4 around the drilling hole 5a After the gripping claw 242 releases the rear end of the wedge-shaped chisel 3B3, the gripping claw 242 grips the rear end of the wedge-shaped chisel 3B1 Thus, while applying vibration to the wedge-shaped chisel 3B1, the tip of the wedge-shaped chisel 3B1 is further pushed into the hole 5a by the weight of the crushing device 2 or the pressing force applied from the backhoe 6. As a result, the crushing portion 42 on the free surface side of the hole 5a is separated from the rock 4 in a block shape.

(5)削孔5bの周囲の岩盤4からの分離
把持爪242による楔型チゼル3B1の後端部の把持を解除した後で、把持爪242により楔型チゼル3B2の後端部を把持した後で、楔型チゼル3B2に対して振動を与えながら破砕装置の自重またはバックホウ6から与えられる押圧力により楔型チゼル3B2の先端部を削孔5bにさらに押し込む。これによって削孔5bの自由面側の破砕部がブロック状で岩盤4から分離される。
(5) Separation from the rock mass 4 around the drilling hole 5b After gripping the rear end portion of the wedge-shaped chisel 3B1 by the gripping claws 242 and then gripping the rear end portion of the wedge-shaped chisel 3B2 by the gripping claws 242 Then, while applying vibration to the wedge-shaped chisel 3B2, the tip of the wedge-shaped chisel 3B2 is further pushed into the hole 5b by the weight of the crushing device or the pressing force applied from the backhoe 6. As a result, the crushing part on the free surface side of the drilling hole 5b is separated from the rock mass 4 in a block shape.

(6)削孔5cの周囲の岩盤4からの分離
把持爪242による楔型チゼル3B2の後端部の把持を解除した後で、把持爪242により楔型チゼル3B3の後端部を把持した後で、楔型チゼル3B3に対して振動を与えながら破砕装置の自重またはバックホウ6から与えられる押圧力により楔型チゼル3B3の先端部を削孔5cにさらに押し込む。これによって削孔5cの自由面側の破砕部がブロック状で岩盤4から分離される。
(6) Separation from the rock mass 4 around the hole 5c After gripping the rear end of the wedge-shaped chisel 3B2 by the gripping claws 242 and after gripping the rear end of the wedge-shaped chisel 3B3 by the gripping claws 242 Thus, while applying vibration to the wedge-shaped chisel 3B3, the tip of the wedge-shaped chisel 3B3 is further pushed into the hole 5c by the weight of the crushing device or the pressing force applied from the backhoe 6. As a result, the crushing part on the free surface side of the hole 5c is separated from the rock 4 in a block shape.

このようにして各削孔5a〜5cの周囲が連続的に破砕され、岩盤などの被破砕物を広範囲にわたって効率的に破砕することができる。   Thus, the circumference | surroundings of each hole 5a-5c are crushed continuously, and to-be-crushed objects, such as a rock mass, can be crushed efficiently over a wide range.

この発明は、岩盤、岩石、コンクリート構造物などの被破砕物のうち当該被破砕物に形成された削孔の周囲を楔型チゼルの先端部で破砕する破砕技術全般に適用することができる。   The present invention can be applied to all crushing techniques for crushing the periphery of a hole formed in a crushing object among crushing objects such as bedrock, rocks, and concrete structures at the tip of a wedge-shaped chisel.

1…クレーン車(作業機械)
2…破砕装置
3、3A、3B…楔型チゼル
4…岩盤(被破砕物)
5…削孔
6…バックホウ(作業機械)
21…本体部
22…振動部
23…支持部
24…チゼル保持部
31…(楔型チゼルの)後端部
32…(楔型チゼルの)先端部
242…把持爪
X…削孔形成方向、振動方向
1 ... Crane truck (work machine)
2 ... Crushing device 3, 3A, 3B ... Wedge type chisel 4 ... Rock mass (object to be crushed)
5. Drilling 6 ... Backhoe (work machine)
DESCRIPTION OF SYMBOLS 21 ... Main-body part 22 ... Vibrating part 23 ... Supporting part 24 ... Chisel holding part 31 ... Rear end part (of wedge type chisel) 32 ... Tip part (of wedge type chisel) 242 ... Holding claw X ... Drilling hole formation direction, vibration direction

Claims (5)

岩盤、岩石、コンクリート構造物などの被破砕物のうち前記被破砕物に形成された削孔の周囲を楔型チゼルの先端部で破砕する破砕装置であって、
作業機械により保持される本体部と、
前記本体部の前記被破砕物側で前記削孔が形成された方向と平行な振動方向に振動する振動部と、
前記本体部に対して前記振動部を前記振動方向に振動自在に支持する支持部と、
前記振動部に取り付けられて前記楔型チゼルの後端部を保持するチゼル保持部とを備え、
前記楔型チゼルの先端部を前記削孔に挿入した状態で前記楔型チゼルの後端部を前記チゼル保持部で保持したまま前記振動部で発生する前記振動方向の振動を前記楔型チゼルに与えながら自重または前記作業機械から与えられる押圧力により前記楔型チゼルの先端部を押し込んで前記被破砕物を破砕することを特徴とする破砕装置。
A crushing device that crushes the periphery of a hole formed in the crushing object among crushing objects such as rock, rock, and concrete structures at the tip of a wedge-shaped chisel,
A main body held by a work machine;
A vibration part that vibrates in a vibration direction parallel to a direction in which the hole is formed on the object side of the main body part;
A support part for supporting the vibration part in the vibration direction so as to freely vibrate with respect to the body part;
A chisel holding portion that is attached to the vibrating portion and holds a rear end portion of the wedge-shaped chisel,
The wedge-shaped chisel is subjected to vibration in the vibration direction generated in the vibrating portion while the rear end portion of the wedge-shaped chisel is held by the chisel holding portion with the front end portion of the wedge-shaped chisel inserted into the drilling hole. A crushing apparatus for crushing the object to be crushed by pushing the tip of the wedge-shaped chisel with its own weight or a pressing force applied from the work machine while applying.
請求項1に記載の破砕装置であって、
前記チゼル保持部は、前記楔型チゼルの後端部に対して近接離反自在な把持爪と、前記把持爪を駆動して前記把持爪による前記楔型チゼルの後端部の把持および把持解除を切り替える爪駆動機構とを有する破砕装置。
The crushing device according to claim 1,
The chisel holding portion includes a gripping claw that can move toward and away from the rear end portion of the wedge-shaped chisel, and the gripping claw that grips and releases the rear end portion of the wedge-shaped chisel by the gripping claw. A crushing device having a claw driving mechanism for switching.
岩盤、岩石、コンクリート構造物などの被破砕物に形成された削孔に対し、前記削孔が形成された方向と平行な振動方向に楔型チゼルを振動させながら前記楔型チゼルの先端部を押し込んで前記被破砕物を破砕することを特徴とする破砕方法。   For the drilling hole formed in the object to be crushed, such as bedrock, rock, concrete structure, etc., the tip of the wedge-shaped chisel is moved while vibrating the wedge-shaped chisel in a vibration direction parallel to the direction in which the drilling hole is formed. A crushing method comprising crushing the object to be crushed by pressing. 請求項3に記載の破砕方法であって、
前記楔型チゼルを振動させた状態のまま前記削孔から前記楔型チゼルを引き抜く破砕方法。
The crushing method according to claim 3,
A crushing method in which the wedge-shaped chisel is pulled out from the drilling hole while the wedge-shaped chisel is vibrated.
第1の削孔および第2の削孔が隣接して形成された岩盤、岩石、コンクリート構造物などの被破砕物を請求項2に記載の破砕装置を用いて破砕する破砕方法であって、
前記破砕装置の前記把持爪により第1の楔型チゼルの後端部を把持する第1工程と、
前記把持爪で把持された前記第1の楔型チゼルに対して前記振動部で発生する前記振動方向の振動を与えながら前記破砕装置の自重または前記作業機械から前記破砕装置に与えられる押圧力により前記第1の楔型チゼルの先端部を前記第1の削孔に押し込む第2工程と、
前記把持爪による前記第1の楔型チゼルの後端部の把持を解除した後で、前記把持爪により前記第1のチゼルと異なる別の第2の楔型チゼルの後端部を把持する第3工程と、
前記把持爪で把持された前記第2の楔型チゼルに対して前記振動部で発生する前記振動方向の振動を与えながら前記破砕装置の自重または前記作業機械から前記破砕装置に与えられる押圧力により前記第2の楔型チゼルの先端部を前記第2の削孔に押し込む第4工程と、
前記把持爪による前記第2の楔型チゼルの後端部の把持を解除した後で、前記先端部が前記第1の削孔に押し込まれた状態にある前記第1の楔型チゼルの後端部を前記把持爪により把持する第5工程と、
前記把持爪で把持された前記第1の楔型チゼルに対して前記振動部で発生する前記振動方向の振動を与えながら前記破砕装置の自重または前記作業機械から前記破砕装置に与えられる押圧力により前記第1の楔型チゼルの先端部をさらに押し込んで前記第1の削孔の周囲を破砕する第6工程と
を備えることを特徴とする破砕方法。
A crushing method for crushing an object to be crushed, such as a rock, a rock, and a concrete structure formed adjacent to each other, using the crushing device according to claim 2,
A first step of gripping a rear end portion of a first wedge-shaped chisel by the gripping claws of the crushing device;
While applying the vibration in the vibration direction generated by the vibration unit to the first wedge-shaped chisel gripped by the gripping claws, by the weight of the crushing apparatus or the pressing force applied to the crushing apparatus from the work machine A second step of pushing the tip of the first wedge-shaped chisel into the first drilling hole;
After releasing the grip of the rear end portion of the first wedge-type chisel by the gripping claws, the second end of the second wedge-type chisel different from the first chisel is gripped by the gripping claws. 3 steps,
While applying vibration in the vibration direction generated in the vibration portion to the second wedge-shaped chisel gripped by the gripping claws, by the weight of the crushing apparatus or a pressing force applied to the crushing apparatus from the work machine A fourth step of pushing the tip of the second wedge-shaped chisel into the second drilling hole;
The rear end of the first wedge-shaped chisel in a state in which the front end is pushed into the first hole after the gripping claw is released from the rear end of the second wedge-shaped chisel. A fifth step of gripping the part with the gripping claws;
While applying the vibration in the vibration direction generated by the vibration unit to the first wedge-shaped chisel gripped by the gripping claws, by the weight of the crushing apparatus or the pressing force applied to the crushing apparatus from the work machine A crushing method comprising: a sixth step of crushing the periphery of the first drilling hole by further pressing the tip of the first wedge-shaped chisel.
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