JP2006341504A - Apparatus for and method of removing slope covering - Google Patents

Apparatus for and method of removing slope covering Download PDF

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JP2006341504A
JP2006341504A JP2005169583A JP2005169583A JP2006341504A JP 2006341504 A JP2006341504 A JP 2006341504A JP 2005169583 A JP2005169583 A JP 2005169583A JP 2005169583 A JP2005169583 A JP 2005169583A JP 2006341504 A JP2006341504 A JP 2006341504A
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nozzle
slope
jet
receiving plate
slope covering
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Masaomi Koriyama
雅臣 郡山
Takayuki Suetsugu
孝之 末次
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an apparatus for removing a slope covering which can chip/crush the slope covering by making the jet of a fluid containing an abradant collide against a target part, which can certainly remove the slope covering from the surface of the ground, and which can perform the removing work without adversely affecting the surrounding environment, e.g., in such a way that damage on the ground may be restrained through preventing the jet from colliding against the ground for which the removal has been finished. <P>SOLUTION: The nozzle 10 that jets the fluid containing the abradant with high pressure is arranged so as for its position to be freely adjustable, the jet striking plate 12 is arranged in front of the nozzle 10, this jet striking plate 12 is inserted to the gap generated between the slope covering 60 of the slope surface and the ground 70, and the jet of the above fluid is made to collide against the slope covering 60 while the nozzle 10 is positioned in front of the slope covering 60. By this, after the slope covering 60 is broken and removed from the surface of the ground 70, the jet of the fluid strikes the jet striking plate 12 and is hindered from advancing further to the frontal direction of the nozzle, and thus the ground 70 after elimination of the slope covering 60 can certainly be protected without alteration and the like. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、法面の保護用に配設されて老朽化した吹付けモルタル等の法面被覆体を除去する工事に使用される法面被覆体除去装置で、特に法面をなす地山に対し損傷を与えることなく確実に法面被覆体のみを破砕除去でき、工期及び工事コスト面でも優れる法面被覆体除去装置、及びこれを用いた除去方法に関する。   The present invention is a slope covering removal device used for construction to remove a slope covering such as sprayed mortar that is disposed for protection of slopes and has deteriorated. The present invention relates to a slope covering member removing apparatus that can reliably crush and remove only the slope covering without damaging it, and is excellent in terms of construction period and construction cost, and a removal method using the same.

道路に面した法面等において、吹付け等でモルタル等を法面表面に配設して法面を保護し、落石等の発生を抑える方策が数十年前から行われてきた。しかし、こうしたモルタル等の法面被覆体は経年により老朽化し、地山から浮いた状態となって法面保護の目的を果さなくなることから、近年はこうした老朽化した法面被覆体を除去し、より環境への悪影響の少ない緑化防護法面等の形で新たに法面保護を図ることが強く求められている。   On the slopes facing the road, etc., measures have been taken for several decades to protect the slope by spraying mortar etc. on the slope surface and to prevent the occurrence of falling rocks. However, these slope coverings such as mortar have become obsolete over time, and since they have floated from the natural grounds, they no longer serve the purpose of slope protection. Therefore, there is a strong demand for new protection of the slope in the form of a greening protection slope with less adverse effects on the environment.

老朽化した法面被覆体の除去工程においては、法面被覆体を物理的に破砕するはつり作業が従来から一般的に行われている。このはつり作業は、主に作業者がピックハンマーやブレーカ等を用いて機械的な衝撃や振動をモルタル等の法面被覆体に直接与え、法面被覆体を削り取る(はつる)手法で行われている。   In the process of removing the aged slope covering, a suspension work for physically crushing the slope covering has been conventionally performed. This hanging work is mainly performed by a method in which an operator directly applies mechanical shock and vibration to a sloped covering such as mortar using a pick hammer or a breaker, and scrapes the sloped covering. ing.

しかし、こうした法面被覆体除去の際、法面被覆体としてのモルタルに衝撃や振動を与えることに伴って、騒音と共に粉塵が発生したり破片が飛散したりし、作業環境の悪化を招くばかりでなく、作業者にとって危険であり、作業者にとっって大きな負担となっていた。加えて、振動を伴う作業の場合、連続作業時間の規制があり、作業者を多数確保する必要があり、コストと手間がかかっていた。また、法面に激しい衝撃や振動が繰返し加わることから、法面のみならず周囲地盤の強度低下を招きやすく、法面上部地盤の地滑り・崩落の原因となる危険性もあった。   However, when removing the sloped surface covering, impact and vibration are applied to the mortar as the sloped surface covering, so that dust is generated along with noise and fragments are scattered, resulting in deterioration of the working environment. In addition, it is dangerous for the worker and a heavy burden on the worker. In addition, in the case of work involving vibration, there is a restriction on continuous work time, and it is necessary to secure a large number of workers, which is costly and troublesome. In addition, since severe impact and vibration are repeatedly applied to the slope, not only the slope but also the surrounding ground tends to decrease in strength, and there is a risk of causing landslide and collapse of the slope upper ground.

さらに、作業は斜面上で足場を設けて行うものとなるため、狭い足場上で作業が行いにくく、その上、足場の設営や除去にも時間がかかり、作業能率が良くないという課題を有していた。さらに、これらが道路に面した法面に対する工事であるため、道路交通への影響の点で作業時間帯が限られるなど工事に制約が大きく、工事期間が長期化しがちであった。   Furthermore, since the work is performed by providing a scaffold on the slope, it is difficult to work on a narrow scaffold, and in addition, it takes time to set up and remove the scaffold, resulting in poor work efficiency. It was. Furthermore, since these are constructions for slopes facing the road, the construction time is limited due to the limited working hours in terms of impact on road traffic, and the construction period tends to be prolonged.

このような従来の騒音や破片の飛散等を伴う物理的な衝撃付与以外に、モルタルやコンクリートを破壊する方法として、水、もしくは水に研磨材を混入した流体をノズルから高圧噴射して噴流を対象物に集中的に衝突させ、対象物を摩耗させて破壊するウォータジェット、アブレーシブジェット等の方法があり、これをコンクリートはつりに適用したものが特開平8−323736号、特開平10−151621号、及び特開2002−283338号の各公報に提案され、また、地中のコンクリート製等の柱状障害物切断に適用したものが特開2000−1853号公報に提案されており、これらには作業時における騒音や粉塵の発生、破片の飛散等を防止できる点が記載されている。
特開平8−323736号公報 特開平10−151621号公報 特開2002−283338号公報 特開2000−1853号公報
As a method of destroying mortar and concrete in addition to the conventional physical impact with noise and scattering of debris, water or a fluid mixed with abrasives in water is jetted from a nozzle at a high pressure. There are methods such as water jet, abrasive jet, and the like that intensively collide with an object and wear and destroy the object, and concrete is applied to suspension as disclosed in JP-A-8-323736 and JP-A-10- 151621, and JP 2002-283338 A, and those applied to cutting columnar obstacles such as underground concrete are proposed in JP 2000-1853 A. Describes that it can prevent noise and dust during operation, and scattering of debris.
JP-A-8-323736 JP-A-10-151621 JP 2002-283338 A JP 2000-1853 A

従来のウォータジェット等を用いてモルタル等を破壊する方法は前記各特許文献に示されるものとなっており、法面被覆体除去に際して、前記特許文献1〜3に示された従来技術を法面表面のモルタル等法面被覆体の破砕に転用することも考えられるが、法面被覆体に孔が貫通したり、法面被覆体が破砕されたりした直後、裏側の地山にそのまま高圧の噴流が到達してしまい、強度の低い地山を削って著しく損傷させるため、地山の現状維持が必要な法面被覆体の除去には利用しにくいという課題を有していた。   Conventional methods for destroying mortar and the like using a water jet or the like are those described in the above-mentioned patent documents, and when removing the slope covering, the conventional techniques shown in the above-mentioned patent documents 1 to 3 are the slopes. Although it may be diverted to crush the sloped surface covering such as mortar on the surface, immediately after the hole penetrates the sloped surface covering or the sloped surface covering is crushed, a high-pressure jet is directly applied to the ground on the back side. However, it has a problem that it is difficult to use for removing the slope covering that needs to maintain the current state of the natural ground.

この地山の保護に関して、前記特許文献4に記載される従来方法において、ノズル前方側にあたる柱状障害物背後側にあらかじめ保護治具を配設して、地山の損傷を防ぐ技術内容が示されているが、除去対象の柱状構造物が地山を覆う部分は少なく、構造物背後側への保護治具配設が比較的容易であるのに対して、法面でノズルを動かして破砕除去する予定の箇所における法面被覆体裏側に全てこうした保護治具を据付け固定することはコストと手間の面でほとんど不可能であり、且つ法面被覆体の裏側に配設するために法面被覆体自体を一部除去しなければならないなど無理があり、そのまま法面での作業に適用することはできないという課題を有していた。   Regarding the protection of the natural ground, in the conventional method described in Patent Document 4, a technical content is shown in which a protective jig is disposed in advance behind the columnar obstacle on the front side of the nozzle to prevent damage to the natural ground. However, the columnar structure to be removed has few parts that cover the ground, and it is relatively easy to place a protective jig behind the structure. It is almost impossible to install and fix all of these protective jigs on the back side of the slope covering at the place where the plan is to be done, and it is almost impossible in terms of cost and labor. There was a problem that it was impossible to remove a part of the body itself, and it was not possible to apply it to the work on the slope as it was.

本発明は前記課題を解消するためになされたもので、研磨材を含む流体の噴流を対象箇所に衝突させて法面被覆体を切削・破砕でき、法面被覆体を地山表面から確実に除去できると共に、除去後の地山に噴流を衝突させず、地山の損傷を抑えられるなど周囲環境へ悪影響を及さずに除去作業を行える法面被覆体除去装置及び当該装置を用いた法面被覆体除去方法を提供することを目的とする。   The present invention has been made in order to solve the above-mentioned problems, and it is possible to cut and crush the slope covering by colliding a jet of a fluid containing an abrasive material with a target location, and to reliably cut the slope covering from the ground surface. A slope covering removal device that can be removed and can be removed without adversely affecting the surrounding environment, for example, by preventing the jet from colliding with the ground after removal and suppressing damage to the ground, and a method using the device It aims at providing the surface covering body removal method.

本発明に係る法面被覆体除去装置は、所定の供給装置から供給される流体のみ又は固形粒状の研磨材を含む流体を先端から噴射するノズルと、前記ノズルを所定範囲内で位置及び傾き調整可能に支持し、ノズル先端を法面表面に構築されている所定の法面被覆体に対向させる支持装置と、前記支持装置に位置及び傾き調整可能に支持される略板状体で形成され、前記ノズルから所定距離離れたノズル正面側位置に、少なくとも前記流体の噴流の前記所定距離進行状態における拡散範囲に及ぶ大きさとされて配置される噴流受板とを備え、前記噴流受板を前記法面被覆体と当該法面被覆体裏側の地山との間の隙間に挿入しつつ法面被覆体正面に前記ノズルを位置させ、ノズルから噴射した前記流体の噴流を法面被覆体に衝突させると共に、前記支持装置でノズル及び噴流受板を法面被覆体表面に沿って連続的又は断続的に移動させるものである。   A slope covering removal apparatus according to the present invention includes a nozzle that ejects only a fluid supplied from a predetermined supply device or a fluid containing a solid granular abrasive from the tip, and adjusts the position and inclination of the nozzle within a predetermined range. It is formed of a support device that supports the nozzle tip so as to face a predetermined slope covering body that is constructed on the slope surface, and a substantially plate-like body that is supported by the support device so that position and tilt can be adjusted, A jet receiving plate disposed at a position on the front side of the nozzle away from the nozzle by a predetermined distance and having a size that extends at least to a diffusion range of the jet flow of the fluid in the traveling state of the predetermined distance. The nozzle is positioned in front of the slope cover while being inserted into a gap between the face cover and the ground on the back side of the slope cover, and the jet of the fluid ejected from the nozzle collides with the slope cover. Together with the above Lifting device is to move continuously or intermittently along the nozzle and jet receiving plate to slope coated surface with.

このように本発明によれば、流体単独もしくは研磨材を含む流体を噴射するノズルが位置調整自在に配設されると共に、このノズル正面に噴流受板を配設し、この噴流受板を法面表面の法面被覆体と地山間に生じている隙間に挿入し、ノズルを法面被覆体正面に位置させた状態で、法面被覆体に対し前記流体を噴射してこの噴流を衝突させ、且つノズルを噴流受板と共に移動させて噴流の衝突位置を動かしていくことにより、法面被覆体を噴流で削って破砕しつつ破砕箇所を広げていく中、法面被覆体と地山との間に位置させた噴射受板で噴射反力によるノズルの後退を抑止できることとなり、支持装置におけるノズル支持力をより小さく抑えられ、支持装置の小型化、低コスト化が図れる上、ノズルと法面被覆体間を最も破砕効率のよい間隔に維持しつつ法面被覆体を次々に破砕することができ、騒音や粉塵の発生もなく法面被覆体の破砕除去作業を効率よく進められると共に、地盤に衝撃や振動が加わらず、地盤の強度低下を招くこともない。また、法面被覆体が破砕されて地山表面から除去された後、流体の噴流は噴流受板に当ってそれ以上ノズル正面方向に進むのを阻止されることから、噴流と地山との衝突に伴う地山の損傷もなく、法面被覆体を除去した後の地山を確実に改変等なく保護できる。   As described above, according to the present invention, the nozzle for ejecting the fluid alone or the fluid containing the abrasive is disposed so as to be adjustable in position, and the jet receiving plate is provided in front of the nozzle. Insert the fluid into the gap between the slope covering on the surface and the natural ground, and with the nozzle positioned in front of the slope covering, the fluid is jetted onto the slope covering to cause this jet to collide. And, while moving the nozzle with the jet receiving plate and moving the collision position of the jet, while expanding the crushing part while scraping and crushing the slope covering with the jet, the slope covering and the natural ground The nozzle receiving plate placed between the nozzles can prevent the nozzle from retreating due to the injection reaction force, so that the nozzle supporting force in the supporting device can be further reduced, and the supporting device can be reduced in size and cost. The most crushing efficiency between the surface coverings The slope cover can be crushed one after another while maintaining the same, and the crushing and removal work of the slope cover can be carried out efficiently without generating noise and dust. There is no reduction in strength. In addition, after the slope covering is crushed and removed from the natural ground surface, the fluid jet impinges on the jet receiving plate and is prevented from proceeding further in the nozzle front direction. There is no damage to the natural ground due to the collision, and the natural ground after removing the slope covering can be reliably protected without modification.

また、本発明に係る法面被覆体除去装置は必要に応じて、前記ノズルを所定の支点位置を中心に所定角度範囲で揺動させる揺動駆動部を備え、前記流体をノズルから噴射する間、前記揺動駆動部により前記ノズルを所定周期で揺動させるものである。   In addition, the slope covering member removal apparatus according to the present invention includes a swing drive unit that swings the nozzle within a predetermined angle range around a predetermined fulcrum position, as necessary, while the fluid is ejected from the nozzle. The nozzle is swung at a predetermined period by the rocking drive unit.

このように本発明によれば、ノズルを所定角度範囲傾動可能に配設すると共に、ノズルを揺動させる揺動駆動部を配設し、前記流体の噴射の際、法面被覆体に対しノズルを揺動させ、噴流の到達範囲を広げることにより、法面被覆体における噴流の衝突範囲を拡大でき、一度に広い範囲の法面被覆体に対し流体を衝突させて破砕できることとなり、支持装置でノズルを全体的に移動させる際の、ノズル全体の移動方向と揺動に伴うノズルの振れ方向とが平行である場合には、法面被覆体に対し線状に破砕を進行させてスムーズに溝孔状の破砕済部分を延長させていくことができ、除去作業中の支持装置によるノズル全体の移動速度を速められ、作業能率を向上させられる一方、揺動の向きと支持装置によるノズル全体の移動方向が直角をなす場合には、全体移動方向への移動中における法面被覆体の破砕幅を拡大して法面被覆体の破砕除去作業を広範囲で能率よく進められると共に、支持装置等によるノズルの移動開始位置への位置合せの手間を一部削減でき、作業時間短縮が図れる。   As described above, according to the present invention, the nozzle is disposed so as to be tiltable within a predetermined angle range, and the rocking drive unit that rocks the nozzle is disposed. Oscillates and widens the reach of the jet, so that the collision range of the jet on the slope cover can be expanded, and the fluid can collide against a wide range of the slope cover at once, and the support device can When moving the nozzle as a whole, if the moving direction of the entire nozzle is parallel to the shaking direction of the nozzle accompanying rocking, the crushing is progressed linearly with respect to the sloped surface covering, and the grooves smoothly The hole-shaped crushed part can be extended, the moving speed of the entire nozzle by the support device during the removal operation can be increased, and the work efficiency can be improved. The direction of movement is perpendicular In this case, the crushing width of the sloped surface covering during the movement in the whole movement direction can be expanded to efficiently proceed the crushing and removing work of the sloped surface covering over a wide range, and to the movement start position of the nozzle by the support device etc. Can be partly reduced and work time can be shortened.

また、本発明に係る法面被覆体除去装置は必要に応じて、前記支持装置に位置及び傾き調整可能且つ前記ノズル周囲を回動可能に配設され、ノズルの流体噴射方向と略平行にノズル後方側から前方側へ延伸して前記噴流受板を一体に取付けられる略棒状の受板支持アームを備え、当該受板支持アームが、前記ノズルに対しノズルの前記法面被覆体表面に沿った移動方向の後方側に位置する状態となるまで、ノズル周りに回動位置調整されるものである。   Further, the slope covering removal device according to the present invention is arranged on the support device so that the position and inclination of the slope covering body removal device can be adjusted as necessary, and can be rotated around the nozzle, and the nozzle is substantially parallel to the fluid ejection direction of the nozzle. A substantially rod-shaped receiving plate support arm that extends from the rear side to the front side and can be mounted integrally with the jet receiving plate, and the receiving plate support arm extends along the surface of the slope covering body of the nozzle with respect to the nozzle. The rotation position is adjusted around the nozzle until it is in the rear side in the movement direction.

このように本発明によれば、噴流受板を支える受板支持アームをノズル近傍に配設すると共にノズルの周りで回動可能とし、破砕作業中にノズル及び噴流受板を法面被覆体表面に沿って移動させる際、ノズルに対する受板支持アーム位置をノズル移動方向の後方側に変位させることにより、ノズルの移動方向前方側に位置する未破砕の法面被覆体と受板支持アームとが一切干渉せず、ノズル及び噴流受板の移動を無理なく進められ、破砕作業をスムーズに継続できる。   As described above, according to the present invention, the receiving plate support arm that supports the jet receiving plate is disposed in the vicinity of the nozzle and can be rotated around the nozzle, and the nozzle and the jet receiving plate are placed on the surface of the slope covering body during the crushing operation. When moving along the nozzle, the receiving plate support arm position with respect to the nozzle is displaced to the rear side in the nozzle movement direction, so that the uncrushed slope covering body and the receiving plate support arm located on the front side in the movement direction of the nozzle There is no interference at all, the movement of the nozzle and jet receiving plate can be carried out without difficulty, and the crushing operation can be continued smoothly.

また、本発明に係る法面被覆体除去装置は必要に応じて、前記噴流受板と一体に配設され、噴流受板における前記支持装置での前記ノズル移動方向先端側で、法面被覆体の地山寄り部分及び/又は地山表面を削って法面被覆体と地山との間に少なくとも噴流受板の厚み以上の隙間を生じさせる先端掘削部を備えるものである。   Further, the slope covering body removing device according to the present invention is provided integrally with the jet receiving plate, if necessary, on the front end side in the nozzle moving direction of the support device in the jet receiving plate. The tip excavation part which cuts the part near the natural ground and / or the natural ground surface and generates a gap at least more than the thickness of the jet receiving plate between the slope covering body and the natural ground is provided.

このように本発明によれば、噴流受板の進行方向先端側で法面被覆体及び/又は地山を掘削可能な先端掘削部を配設し、先端掘削部を動作させて法面被覆体と地山との間に噴流受板の通過可能な隙間を新たに生じさせていくことにより、法面被覆体と地山との間に作業当初からある隙間が噴流受板をスムーズに進ませられるほど十分な間隔でない場合にも、隙間を挟む法面被覆体裏側部分や地山表面を削り取って噴流受板の進行に十分なスペースを常に確保でき、ノズルと一体の噴流受板の進行を滞らせずに済み、除去作業をスムーズに継続させられる。   As described above, according to the present invention, the slope covering body and / or the tip excavation section capable of excavating the natural ground is disposed on the front end side in the traveling direction of the jet receiving plate, and the tip face excavation section is operated to operate the slope covering body. By creating a new gap through which the jet receiving plate can pass between the ground and the natural ground, the gap between the slope covering and the natural ground from the beginning of the work smoothly advances the jet receiving plate. Even when the gap is not sufficiently large, the backside of the sloped surface covering the gap and the surface of the natural ground can be scraped off to always ensure a sufficient space for the jet receiving plate to advance, and the jet receiving plate integrated with the nozzle can be moved forward. You don't have to wait, and you can continue the removal process smoothly.

また、本発明に係る法面被覆体除去装置は必要に応じて、前記受板支持アームのノズル寄り位置で動作する破砕用刃部分を少なくとも有してなり、前記流体噴射で破砕された法面被覆体の破砕済空隙部分を挟む未破砕部分に対し、少なくとも受板支持アームの幅より大きい所定範囲にわたり前記破砕用刃部分を接触させて破砕を行う補助破砕部を備えるものである。   Further, the slope covering removal device according to the present invention has at least a crushing blade portion that operates at a position near the nozzle of the receiving plate support arm, if necessary, and the slope that has been crushed by the fluid jet. An auxiliary crushing portion is provided that performs crushing by bringing the crushing blade portion into contact with at least a predetermined range larger than the width of the support plate support arm with respect to an uncrushed portion sandwiching the crushed gap portion of the covering.

このように本発明によれば、受板支持アーム近傍に法面被覆体を破砕可能な補助破砕部を配設し、法面被覆体の破砕で生じる空隙部分を受板支持アームの幅より大きく拡大できることにより、法面被覆体の性状によってはノズルからの流体噴射での破砕では狭い範囲の破砕、除去に留まり、破砕で生じる空隙部分の幅が受板支持アームの通過可能な程度にはとれない場合でも、補助破砕部で空隙部分を挟む未破砕部分を適切に破砕、除去して受板支持アームの通過部分を確保でき、受板支持アームを破砕済部分に通して確実にノズルと一体に移動させられ、除去作業を継続できる。   As described above, according to the present invention, the auxiliary crushing portion capable of crushing the sloped surface covering body is disposed in the vicinity of the receiving plate support arm, and the gap portion generated by crushing the sloped surface covering body is made larger than the width of the receiving plate support arm. Because it can be enlarged, depending on the properties of the sloped surface covering, crushing by fluid jet from the nozzle can only crush and remove in a narrow range, and the width of the gap generated by crushing can be removed to the extent that the backing plate support arm can pass. Even if it is not, the auxiliary crushing part can properly crush and remove the uncrushed part that sandwiches the gap part to secure the passage part of the receiving plate support arm, and the receiving plate support arm is passed through the crushed part and securely integrated with the nozzle The removal work can be continued.

また、本発明に係る法面被覆体除去装置は必要に応じて、前記ノズル位置を中心としてノズル周囲各方向に所定寸法張出してノズルの流体噴射方向におけるノズル後方側に対しノズル前方側を所定範囲覆い隠す略椀状体で形成され、ノズル及び前記噴流受板と共に位置及び傾き調整可能に前記支持装置上に配設されるカバー体を備えるものである。   Further, the slope covering body removing device according to the present invention projects a predetermined dimension in each direction around the nozzle with the nozzle position as a center, if necessary, so that the nozzle front side with respect to the nozzle rear side in the fluid ejection direction of the nozzle is in a predetermined range. It is formed of a substantially bowl-like body that covers and includes a cover body that is disposed on the support device so as to be capable of adjusting the position and inclination together with the nozzle and the jet receiving plate.

このように本発明によれば、ノズルの周囲各方向に張出す略椀状のカバー体を配設し、ノズルから噴射された後法面被覆体表面に衝突してノズルの方へ跳ね返った流体の各構成物や飛散した法面被覆体の破片をカバー体で受け止めることにより、前記流体の各構成物や法面被覆体破片のノズルより後方への到達を防止でき、作業環境をより一層向上させて作業者にかかる負担を軽減できると共に、作業現場周囲への悪影響を抑えられる。   As described above, according to the present invention, the substantially saddle-shaped cover body projecting in each direction around the nozzle is disposed, and the fluid that collides with the surface of the rear slope covering body ejected from the nozzle and bounces back toward the nozzle. By receiving the components of each of the above and the scattered surface covering fragments with the cover body, it is possible to prevent the fluid from reaching the rear of each component or surface covering fragment from the nozzle, further improving the working environment. In addition to reducing the burden on the operator, adverse effects on the surroundings of the work site can be suppressed.

また、本発明に係る法面被覆体除去方法は、流体のみ又は固形粒状の研磨材を含む流体を先端から噴射可能なノズルを、法面表面に構築されている所定の法面被覆体に対向させる一方、少なくとも前記流体噴流の前記ノズル正面側所定位置における拡散範囲に及ぶ大きさとされる噴流受板を、前記法面被覆体と当該法面被覆体裏側の地山との間の隙間に挿入し、あらかじめ法面被覆体上で略格子状に配置設定された線状の破砕・除去対象部位に沿って、ノズル及び噴流受板を連続的又は断続的に移動させつつ、ノズルから噴射した前記流体の噴流を衝突させ、前記対象部位の破砕・除去を実行して法面被覆体を略ブロック状に切断、分割し、前記法面被覆体の各分割体を地山表面から取去るものである。   Further, the slope covering removal method according to the present invention is such that a nozzle capable of jetting only a fluid or a fluid containing a solid granular abrasive from the tip faces a predetermined slope covering constructed on the slope surface. On the other hand, a jet receiving plate having a size that covers at least a diffusion range of the fluid jet at a predetermined position on the front side of the nozzle is inserted into a gap between the slope covering and the natural ground on the back side of the slope covering. In addition, the nozzle and the jet receiving plate are continuously or intermittently moved along the linear crushing / removal target site arranged and set in a substantially lattice shape in advance on the sloped surface covering, and the jetted from the nozzle It collides with a jet of fluid, executes crushing / removal of the target part, cuts and divides the slope covering into a substantially block shape, and removes each division of the slope covering from the ground surface. is there.

このように本発明によれば、流体単独もしくは研磨材を含む流体を噴射するノズル、及びこのノズル正面に配設される噴流受板とを、法面被覆体上に略格子状に設定された破砕・除去対象部位に沿って移動させつつ、法面被覆体に対し前記流体を噴射してこの噴流を衝突させ、法面被覆体を噴流の破砕力で破砕、除去して連続した線状の切断部位を生じさせることにより、法面被覆体を広範囲に切断分割し、得られた分割体を地山から取去る一連の工程で、容易且つ迅速に法面被覆体の除去作業を進められ、この除去作業を人手のみで行う場合に比べて極めて効率よく実施できると共に、法面被覆体の除去に際して衝撃や振動、騒音、粉塵の発生もなく、作業に伴う周囲への各種影響を必要最小限にとどめられる。また、法面被覆体の除去対象部位が破砕されて地山表面から除去された後、流体の噴流は噴流受板に当ってそれ以上ノズル正面方向に進むのを阻止されることから、噴流と地山との衝突に伴う地山の損傷もなく、法面被覆体を除去した後の地山を確実に改変等なく保護できる。   As described above, according to the present invention, the nozzle for ejecting the fluid alone or the fluid containing the abrasive and the jet receiving plate disposed in front of the nozzle are set in a substantially lattice shape on the sloped covering. While moving along the site to be crushed / removed, the fluid is jetted onto the slope covering to collide with the jet, and the slope covering is crushed and removed by the crushing force of the jet to obtain a continuous linear shape. By creating a cutting site, the slope covering is cut and divided in a wide range, and the removal work of the slope covering is advanced easily and quickly in a series of steps of removing the obtained split body from the ground. This removal work can be carried out extremely efficiently compared to the case where only the manual operation is performed, and there is no generation of shock, vibration, noise and dust when removing the slope covering, and various influences on the surroundings due to the work are minimized. I can only stay. In addition, after the target area of the slope covering is crushed and removed from the natural ground surface, the jet of fluid impinges on the jet receiving plate and is prevented from proceeding further in the nozzle front direction. There is no damage to the natural ground due to the collision with the natural ground, and the natural ground after the slope covering is removed can be reliably protected without modification.

(本発明の第1の実施形態)
以下、本発明の第1の実施形態を図1〜図5に基づいて説明する。図1は本実施の形態に係る法面被覆体除去装置の概略構成図、図2は本実施の形態に係る法面被覆体除去装置における法面被覆体破砕開始状態説明図、図3は本実施の形態に係る法面被覆体除去装置の要部概略構成図、図4は本実施の形態に係る法面被覆体除去装置における噴流受板の破砕開始時動作状態説明図、図5は本実施の形態に係る法面被覆体除去装置における噴流受板の横一段破砕終了時動作状態説明図である。
(First embodiment of the present invention)
A first embodiment of the present invention will be described below with reference to FIGS. FIG. 1 is a schematic configuration diagram of a slope covering body removing device according to the present embodiment, FIG. 2 is an explanatory diagram of a slope covering body crushing start state in the slope covering body removing device according to the embodiment, and FIG. FIG. 4 is an explanatory diagram of an operation state at the start of crushing of the jet receiving plate in the slope covering member removing apparatus according to the present embodiment, and FIG. It is operation | movement state explanatory drawing at the time of completion | finish of horizontal one-stage crushing of the jet receiving plate in the slope covering body removal apparatus which concerns on embodiment.

前記各図に示すように本実施の形態に係る法面被覆体除去装置1は、所定の供給装置(図示を省略)から供給される固形粒状の研磨材を含む流体を先端から噴射するノズル10と、このノズル10を所定範囲内で位置及び傾き調整可能に支持し、ノズル10先端を法面表面に構築されている所定の法面被覆体60に対向させる支持装置11と、前記ノズル10から所定距離離れたノズル正面側位置にノズル10と共に位置及び傾き調整可能として配設される略板状の噴流受板12と、前記ノズル10を所定の支点位置を中心に上下に揺動させる揺動駆動部13と、前記ノズル10位置を中心としてノズル10周囲各方向に所定寸法張出す状態でノズル10及び前記噴流受板12と共に位置及び傾き調整可能に前記支持装置11上に支持配設される略椀状のカバー体14とを備える構成である。   As shown in the respective drawings, the slope covering body removal apparatus 1 according to the present embodiment is a nozzle 10 that ejects a fluid containing a solid granular abrasive supplied from a predetermined supply apparatus (not shown) from the tip. The nozzle 10 is supported so that the position and inclination of the nozzle 10 can be adjusted within a predetermined range, and the tip of the nozzle 10 is opposed to a predetermined slope covering body 60 constructed on the slope surface, and the nozzle 10 A substantially plate-like jet receiving plate 12 which is arranged to be position and tilt adjustable together with the nozzle 10 at a nozzle front side position separated by a predetermined distance, and swinging to swing the nozzle 10 up and down around a predetermined fulcrum position The drive unit 13 is supported on the support device 11 so that the position and the inclination of the drive unit 13 and the nozzle 10 can be adjusted together with the nozzle 10 and the jet receiving plate 12 in a state where a predetermined dimension extends in each direction around the nozzle 10 around the nozzle 10 position. That is configured to substantially and a bowl-shaped cover 14.

前記ノズル10は、前記支持装置11に上下方向所定角度範囲揺動可能に取付けられてなり、所定の供給装置から固形粒状の研磨材を含む流体(水に固形粒状の研磨材を混合したもの等)を中圧又は高圧で供給され、先端から前記流体を噴射するものである。なお、ノズル10としては、供給装置からそのまま研磨材を含む流体を高圧で供給されるものに限らず、供給装置からは水のみを供給され、ノズル内で水に研磨材を混入させて一緒にノズル外に噴射する従来のアブレーシブジェット方式に基づくノズルを用いてもかまわない。研磨材としては珪砂、ガーネット等の粒状体を用いる。   The nozzle 10 is attached to the support device 11 so as to be able to swing within a predetermined angle range in the vertical direction, and includes a fluid containing a solid granular abrasive from a predetermined supply device (a mixture of solid granular abrasive in water, etc. ) Is supplied at medium or high pressure, and the fluid is ejected from the tip. The nozzle 10 is not limited to the one that supplies the fluid containing the abrasive as it is from the supply device, but only water is supplied from the supply device, and the abrasive is mixed into the water in the nozzle together. You may use the nozzle based on the conventional abrasive jet system sprayed out of a nozzle. Granular materials such as silica sand and garnet are used as the abrasive.

このノズル10近傍には、支持装置11に直接取付けられて位置及び傾き調整可能且つ前記ノズル10周囲を回動可能とされ、ノズル10の流体噴射方向と略平行にノズル後方側から前方側へ所定長さ延伸する略棒状の受板支持アーム15が配設される。   In the vicinity of the nozzle 10, it is directly attached to the support device 11 and can be adjusted in position and inclination, and can be rotated around the nozzle 10, and is predetermined from the nozzle rear side to the front side substantially parallel to the fluid ejection direction of the nozzle 10. A substantially rod-shaped receiving plate support arm 15 extending in length is disposed.

前記支持装置11は、屈折式ブーム付きコンクリートポンプ車として用いられるものと同様の、台上に取付けられた伸長・折曲げ可能な複節ブームの先端をブームの到達可能な範囲で位置及び傾き調整自在とされる公知のブーム付き自走式台車であり、詳細な説明は省略する。なお、この支持装置としては、ホイールクレーン(ラフタークレーン)やバックホー等を用いることもできる。   The support device 11 adjusts the position and inclination of the tip of a double-joint boom that can be extended and bent and is mounted on a stand in a range that the boom can reach, similar to that used as a concrete pump truck with a refraction boom. This is a known self-propelled carriage with a boom, and a detailed description thereof will be omitted. In addition, as this support apparatus, a wheel crane (rough terrain crane), a backhoe, etc. can also be used.

前記噴流受板12は、前記ノズル10から所定距離離れたノズル10正面側位置に、揺動駆動部13により揺動するノズル10から噴射される前記流体の噴流の前記所定距離進行状態における拡散到達範囲より十分広い大きさとされる耐摩耗性の略板状体で形成され、前記受板支持アーム15先端に一体に取付けられ、この受板支持アーム15を介して支持装置11に位置及び傾き調整可能に支持されると共にノズル10前方側で回動可能とされる構成である。噴流受板12における受板支持アーム15への取付部分とは反対側の部分は先細の尖端形状とされてなり、法面被覆体60破砕除去作業開始前における法面被覆体60と地山70間の隙間への噴流受板12挿入の際にはこの尖端形状部分から挿入することで挿入作業を行いやすくしている。   The jet receiving plate 12 reaches a position on the front side of the nozzle 10 that is a predetermined distance away from the nozzle 10 and reaches the diffusion of the jet of the fluid ejected from the nozzle 10 that is swung by the rocking drive unit 13 in the predetermined distance traveling state. It is formed of a wear-resistant substantially plate-like body having a size sufficiently larger than the range, and is integrally attached to the tip of the receiving plate support arm 15, and the position and inclination of the support device 11 are adjusted via the receiving plate support arm 15. It is the structure which can be supported and can be rotated in the nozzle 10 front side. The portion of the jet receiving plate 12 opposite to the portion attached to the receiving plate support arm 15 has a tapered pointed shape, and the slope covering 60 and the ground 70 before the start of the crushing removal operation of the slope covering 60 are obtained. When the jet receiving plate 12 is inserted into the gap, the insertion work is facilitated by inserting from the pointed portion.

この噴流受板12をなす耐摩耗性材としては、アルミナ、窒化ケイ素等のセラミック材や、タングステンカーバイド等の金属硬質材をそのまま板状としたものの他、これらを鉄等の金属板状体表面に所定厚さ接合一体化して耐摩耗性を与えたもの等を用いることができる。   As the wear-resistant material forming the jet receiving plate 12, a ceramic material such as alumina or silicon nitride, or a metal hard material such as tungsten carbide is used as it is in a plate shape. Further, it is possible to use a material that is bonded and integrated with a predetermined thickness to give wear resistance.

前記揺動駆動部13は、支持装置11のブーム11a先端部に配設されてノズル10の一部に連結され、ノズル10のブーム11a取付部位を揺動中心としてノズル10を上下に揺動させる公知の揺動駆動機構であり、詳細な説明を省略する。   The swing drive unit 13 is disposed at the tip of the boom 11a of the support device 11 and is connected to a part of the nozzle 10. The swing drive unit 13 swings the nozzle 10 up and down around the boom 11a mounting portion of the nozzle 10 as a swing center. This is a known swing drive mechanism, and detailed description thereof is omitted.

前記カバー体14は、前記ノズル10位置を中心としてノズル10周囲各方向に所定寸法張出してノズル10の流体噴射方向におけるノズル10後方側に対しノズル10前方側を所定範囲覆い隠す略椀状体で形成され、前記支持装置11のブーム11a上に支持配設されてノズル10及び噴流受板12と共に位置及び傾き調整可能とされる構成である。   The cover body 14 is a substantially bowl-shaped body that projects a predetermined dimension in each direction around the nozzle 10 around the nozzle 10 position and covers the nozzle 10 front side in a predetermined range with respect to the nozzle 10 rear side in the fluid ejection direction of the nozzle 10. The structure is formed and supported on the boom 11a of the support device 11 so that the position and the tilt can be adjusted together with the nozzle 10 and the jet receiving plate 12.

このカバー体14の内面には、噴射された流体が跳ね返ったり、破砕された法面被覆体60の破片が飛散したりして衝突するため、発生する衝撃や音に対し吸収性を有するシート材が配設される。さらに、カバー体14の下部周縁には、カバー体14端部から前方側に突出して法面表面に一部接触し、法面表面とカバー体14との間の隙間を無くすゴム材やブラシ状体からなる隙間閉塞部14aが配設され、前記隙間から法面被覆体60の破片が下方へ落下するのを防止している。   On the inner surface of the cover body 14, the jetted fluid rebounds or the fragments of the crushed slope covering body 60 scatter and collide, so that the sheet material has absorptivity against the generated impact and sound. Is disposed. Further, a rubber material or a brush-like shape is provided on the lower peripheral edge of the cover body 14 so as to protrude forward from the end of the cover body 14 and partially contact the slope surface to eliminate a gap between the slope surface and the cover body 14. A gap closing portion 14a made of a body is provided to prevent the fragments of the slope covering body 60 from falling downward from the gap.

次に、前記構成に基づく法面被覆体除去装置による除去作業について説明する。あらかじめ、破砕、除去予定範囲の法面被覆体60に対し、地表側から公知の地盤探査装置を用いて地中の状態を調査し、地山との間に隙間が生じて保護の目的をなさず、除去対象となる法面被覆体60の位置を決定しておく。   Next, the removal work by the slope covering body removal device based on the above configuration will be described. For the slope covering 60 in the planned crushing and removal range, the ground surface is investigated from the ground surface using a well-known ground exploration device, and a clearance is created between the ground and the ground to achieve the purpose of protection. First, the position of the slope covering 60 to be removed is determined.

続いて、法面下側の道路など、法面近傍の所定箇所に支持装置11を据付け、支持装置11で地上からノズル10を法面正面側の所定位置まで上昇させる。そして、噴流受板12を法面被覆体60の除去開始地点における法面被覆体60とその裏側の地山70との間の隙間に上方または側方から挿入しつつ法面被覆体60正面に前記ノズル10を位置させる(図4(A)、図1参照)。   Subsequently, the support device 11 is installed at a predetermined location near the slope such as a road below the slope, and the nozzle 10 is raised from the ground to a predetermined position on the front side of the slope by the support device 11. The jet receiving plate 12 is inserted into the gap between the slope covering 60 and the ground 70 on the back side at the point where the slope covering 60 starts to be removed from above or from the side of the slope covering 60. The nozzle 10 is positioned (see FIGS. 4A and 1).

ノズル10を法面被覆体60の破砕開始位置正面に位置させたら、揺動駆動部13によるノズル10の揺動を開始させつつ、供給装置(図示を省略)から研磨材を含む流体を中圧又は高圧{噴射圧力約9.8×106Pa(約100kgf/cm2)以上}で支持装置11及び供給管11bを介してノズル10に供給する。 When the nozzle 10 is positioned in front of the crushing start position of the slope covering 60, the fluid including the abrasive is supplied from the supply device (not shown) to the medium pressure while the swinging drive unit 13 starts swinging the nozzle 10. Or it supplies to the nozzle 10 through the support apparatus 11 and the supply pipe | tube 11b at high pressure {injection pressure of about 9.8 × 10 6 Pa (about 100 kgf / cm 2 ) or more}.

除去すべき法面被覆体60に対し、上下に揺動するノズル10から研磨材を含む流体を噴射すると、ノズル10から出た流体噴流との衝突により法面被覆体60は少しずつ削られていき、削られた凹部が所定深さまで達すると法面被覆体60は一気に破砕されて地山70表面から脱落して除去される。地山70表面から法面被覆体60が除去され、ノズル10からの噴流が法面被覆体60位置より奥側へ到達できる状態に達した場合でも、あらかじめ地山70との隙間に挿入した噴流受板12の存在により、噴流の地山70への直進を抑えられ、地山70が噴流で損傷することはない。   When a fluid containing an abrasive is ejected from the vertically swinging nozzle 10 to the slope covering 60 to be removed, the slope covering 60 is scraped little by little due to a collision with a fluid jet flowing out of the nozzle 10. Then, when the shaved recess reaches a predetermined depth, the slope covering 60 is crushed at once and dropped off the surface of the natural ground 70 and removed. Even if the slope covering 60 is removed from the surface of the natural ground 70 and the jet flow from the nozzle 10 reaches a state where it can reach the depth side from the position of the slope covering 60, the jet previously inserted in the gap with the natural ground 70. The presence of the receiving plate 12 prevents the jet from going straight to the natural ground 70, and the natural ground 70 is not damaged by the jet.

破砕の進行に伴って、支持装置11でノズル10及び噴流受板12を法面被覆体60に沿って横方向へ移動させ、連続的に破砕を行っていく。ノズル10が上下に揺動していることで、法面被覆体60の上下方向所定範囲に対し噴流を衝突させられ、一定の除去幅を確保できる。この法面被覆体60の破砕中、流体を噴射し続けるノズル10は、噴射反力により噴射方向と反対側に押される力を受け続けているが、支持装置11のブーム11a及び受板支持アーム15を介してこのノズル10と一体に連結される噴流受板12が、法面被覆体60と地山70との間に位置して流体噴射方向前後への動きを拘束されることで、同時にノズル10の噴射方向前後への動きも拘束することから、ノズル10に対し支持装置11で強力に噴射方向前方側へ押す力を与えなくともノズル10の後退を確実に防止できる。   As the crushing progresses, the nozzle 10 and the jet receiving plate 12 are moved in the lateral direction along the sloped surface covering body 60 by the support device 11 to continuously crush. Since the nozzle 10 swings up and down, the jet can collide with a predetermined range in the vertical direction of the slope covering 60, and a certain removal width can be secured. During the crushing of the slope covering 60, the nozzle 10 that continues to inject fluid continues to receive a force that is pushed to the side opposite to the injection direction by the injection reaction force, but the boom 11a and the receiving plate support arm of the support device 11 The jet receiving plate 12 that is integrally connected to the nozzle 10 via 15 is located between the slope covering 60 and the natural ground 70 and is restrained from moving back and forth in the fluid ejection direction. Since the movement of the nozzle 10 in the front-rear direction is also restricted, it is possible to reliably prevent the nozzle 10 from retreating without applying a force pushing the nozzle 10 forward in the injection direction with the support device 11.

一方、こうした法面被覆体60の破砕・除去作業中、噴射されて法面被覆体60表面に衝突した流体の各構成物や削られた法面被覆体60の破片はノズル10側へ跳ね返ったり飛散したりする状態となるが、これらをノズル10の周囲各方向に張出すカバー体14で受け止められることから、流体の各構成物や法面被覆体60破片のカバー体14後方への飛散を防止でき、作業現場及びその周囲への悪影響を抑えられる。   On the other hand, during the crushing / removal operation of the slope covering 60, each component of the fluid that has been jetted and collided with the surface of the slope covering 60 or the scraped pieces of the slope covering 60 rebounded to the nozzle 10 side. However, since these components are received by the cover body 14 extending in each direction around the nozzle 10, each component of the fluid and the slope covering 60 shards are scattered to the rear of the cover body 14. This can prevent the adverse effects on the work site and its surroundings.

法面被覆体60の除去が進み、ノズル10の横方向への変位があらかじめ設定された除去範囲の端まで達したら、支持装置11によりノズル10及び噴流受板12位置を下方へ移動させ(図5参照)、前記同様に噴射を続けながらあらかじめ設定された次段の計画線に沿って横方向(前記方向とは逆向き)に進行させる。この時、ノズル10に対する受板支持アーム15位置は、ノズル10及び噴流受板12の進行方向に対して後方側となる状態までノズル10周りに回動調整されており、こうして常に受板支持アーム15をノズル10に対しノズル進行方向後方側に位置させることで、未破砕の法面被覆体60と受板支持アーム15との干渉を防ぎ、ノズル10及び噴流受板12のスムーズな移動と破砕継続を実現している。   When the removal of the slope covering 60 proceeds and the lateral displacement of the nozzle 10 reaches the end of the preset removal range, the positions of the nozzle 10 and the jet receiving plate 12 are moved downward by the support device 11 (FIG. 5), while continuing the injection in the same manner as described above, it proceeds in the lateral direction (opposite to the above direction) along the preset next line. At this time, the position of the receiving plate support arm 15 with respect to the nozzle 10 is adjusted to rotate around the nozzle 10 until the nozzle 10 and the jet receiving plate 12 are in the rearward direction with respect to the traveling direction of the nozzle 10 and thus the receiving plate support arm. By positioning 15 on the rear side in the nozzle traveling direction with respect to the nozzle 10, interference between the uncrushed sloped surface covering body 60 and the receiving plate support arm 15 is prevented, and smooth movement and crushing of the nozzle 10 and the jet receiving plate 12 are performed. Continuation has been realized.

前記各工程を繰返して、除去すべき法面被覆体60を全て除去したら、ノズル10の揺動及びノズル10への流体供給を停止する。そして、破砕した法面被覆体60の破片、流下した排水などを回収処理する一方、ノズル10や噴流受板12等を支持装置11により収容し、支持装置11を撤去すれば、除去作業完了となる。   When the above steps are repeated and all the slope covering 60 to be removed is removed, the oscillation of the nozzle 10 and the fluid supply to the nozzle 10 are stopped. Then, while the fragments of the crushed slope covering 60, the drained water, and the like are collected, the nozzle 10, the jet receiving plate 12 and the like are accommodated by the support device 11 and the support device 11 is removed. Become.

このように本実施の形態に係る法面被覆体除去装置では、研磨材を含む流体を高圧噴射するノズル10を支持装置11上に位置調整自在に配設すると共に、ノズル10正面側に噴流受板12を配設し、この噴流受板12を法面被覆体60と地山70間に生じている隙間に挿入し、ノズル10を法面被覆体60正面に位置させた状態で、法面被覆体60に対し前記流体を噴射して噴流を衝突させ、且つノズル10を噴流受板12と共に移動させて噴流の衝突位置を動かしていくことから、法面被覆体60を噴流で削って破砕しつつ破砕箇所を広げていく中、法面被覆体60と地山70との間に位置させた噴流受板12で噴射反力によるノズル10の後退を抑止できることとなり、支持装置11におけるノズル支持力をより小さく抑えられ、支持装置11の小型化、低コスト化が図れる上、ノズル10と法面被覆体60間を最も破砕効率のよい間隔に維持しつつ法面被覆体60を次々に破砕することができ、騒音や粉塵の発生もなく法面被覆体60の破砕除去作業を効率よく進められる。また、噴流を用いた破砕により、地盤に衝撃や振動が加わることはなく、地盤の強度低下を防止でき、除去作業を経ても地盤の安定性は損われない。さらに、法面被覆体60が破砕されて地山70表面から除去された後、流体の噴流は噴流受板12に当ってそれ以上ノズル正面方向に向うのを阻止されることから、噴流と地山70との衝突に伴う地山の損傷もなく、法面被覆体60を除去した後の地山70を確実に改変等なく保護できる。   As described above, in the sloped surface removing apparatus according to the present embodiment, the nozzle 10 that ejects the fluid containing the abrasive at high pressure is disposed on the support device 11 so that the position of the nozzle 10 can be adjusted, and the nozzle 10 receives the jet flow on the front side of the nozzle 10. The plate 12 is disposed, the jet receiving plate 12 is inserted into the gap formed between the slope covering 60 and the ground 70, and the nozzle 10 is positioned in front of the slope covering 60, and the slope is Since the fluid is jetted onto the covering body 60 to cause the jet to collide, and the nozzle 10 is moved together with the jet receiving plate 12 to move the collision position of the jet, the slope covering body 60 is shaved by the jet and crushed. While the crushing portion is being expanded, the nozzle 10 can be prevented from retreating by the jet reaction plate 12 with the jet receiving plate 12 positioned between the slope covering 60 and the ground 70, and the nozzle support in the support device 11 is supported. Force can be kept smaller and supported The device 11 can be reduced in size and cost, and the slope covering 60 can be crushed one after another while maintaining the most efficient crushing efficiency between the nozzle 10 and the slope covering 60. Thus, the crushing / removing operation of the slope covering 60 can be efficiently performed. Moreover, the crushing using the jet flow does not apply impact or vibration to the ground, can prevent the strength of the ground from being lowered, and the stability of the ground is not impaired even after the removal work. Furthermore, after the slope covering 60 is crushed and removed from the surface of the natural ground 70, the jet of fluid is prevented from further impinging on the jet receiving plate 12 and heading in the nozzle front direction. There is no damage to the natural ground due to the collision with the mountain 70, and the natural ground 70 after the slope covering 60 is removed can be reliably protected without modification.

また、前記実施の形態に係る法面被覆体除去装置において、支持装置11によるノズル10の移動方向が変る際等、受板支持アーム15は、ノズル10に対してノズル10の移動方向の後方側に位置する状態となるまで、ノズル周りに回動位置調整される構成としているが、これに限らず、法面を覆う法面被覆体60の上端、側端部に対する作業時など、未破砕の法面被覆体60と受板支持アーム15との干渉が起りにくい場合には、ノズル10に対する受板支持アーム15の位置を移動方向の後方側に位置させないまま、受板支持アーム15及び噴流受板12をノズル10と共に移動させることもできる。   Further, in the slope covering member removal apparatus according to the embodiment, when the movement direction of the nozzle 10 by the support device 11 changes, the receiving plate support arm 15 is behind the nozzle 10 in the movement direction of the nozzle 10. However, the present invention is not limited to this, and is not limited to this, and is not crushed such as when working on the upper end and side end of the slope covering 60 that covers the slope. When interference between the slope covering body 60 and the receiving plate support arm 15 does not occur easily, the receiving plate support arm 15 and the jet receiving member 15 are not positioned with the position of the receiving plate support arm 15 with respect to the nozzle 10 being located on the rear side in the moving direction. The plate 12 can be moved together with the nozzle 10.

また、前記実施の形態に係る法面被覆体除去装置において、噴流受板12における受板支持アーム15への取付部分とは反対側の端部は先細の尖端形状に形成する構成としているが、これに限らず、他の形状、例えば先端が尖らずに直線状に揃った形状等でもかまわない。   Moreover, in the slope covering body removing apparatus according to the embodiment, the end of the jet receiving plate 12 opposite to the attachment portion to the receiving plate support arm 15 is configured to have a tapered pointed shape. However, the present invention is not limited to this, and other shapes, for example, a shape that is aligned in a straight line without a sharp tip may be used.

(本発明の第2の実施形態)
本発明の第2の実施形態を図6〜図8に基づいて説明する。図6は本実施の形態に係る法面被覆体除去装置の要部概略構成図、図7は本実施の形態に係る法面被覆体除去装置のフレーム部平面図、図8は本実施の形態に係る法面被覆体除去装置における噴流受板の正面図及び除去作業時の噴流受板周囲破砕状態説明図である。
前記各図に示すように本実施の形態に係る法面被覆体除去装置は、前記第1の実施形態同様、ノズル20と、支持装置21と、噴流受板22と、揺動駆動部23と、カバー体24とを備える一方、異なる点として、支持装置21のブーム21a先端に配設されてノズル20をスライド可能に支持する略枠状のフレーム部26と、噴流受板22を支える受板支持アーム25と一体に配設される補助破砕部27と、噴流受板22に組込まれる先端掘削部28とを備える構成を有するものである。
(Second embodiment of the present invention)
A second embodiment of the present invention will be described with reference to FIGS. FIG. 6 is a schematic configuration diagram of a main part of the slope covering body removing apparatus according to the present embodiment, FIG. 7 is a plan view of the frame portion of the slope covering body removing apparatus according to the embodiment, and FIG. 8 is the embodiment. It is the front view of the jet receiving plate in the slope covering body removal apparatus which concerns on this, and an explanatory view of the surrounding state of the jet receiving plate during the removing operation.
As shown in the respective drawings, the slope covering body removing device according to the present embodiment is similar to the first embodiment in that the nozzle 20, the support device 21, the jet receiving plate 22, the swing drive unit 23, and the like. And a cover body 24. On the other hand, as a different point, a substantially frame-shaped frame portion 26 which is disposed at the tip of the boom 21a of the support device 21 and slidably supports the nozzle 20, and a receiving plate which supports the jet receiving plate 22 The auxiliary crushing portion 27 is provided integrally with the support arm 25, and the tip excavation portion 28 is incorporated in the jet receiving plate 22.

前記ノズル20は、前記第1の実施形態同様、研磨材を含む流体を先端から噴射するものであるが、異なる点として、支持装置21に前記フレーム部26を介して支持され、支持装置21に対し横方向に所定範囲内で移動可能とされる構成を有している。一方、前記支持装置21、及び揺動駆動部23は、前記第1の実施形態同様のものであり、詳細な説明は省略する。また、ノズル20近傍には、前記第1の実施形態同様に、ノズル20周囲を回動可能とされ、ノズル20後方側から前方側へ所定長さ延伸する略棒状の受板支持アーム25が配設される。   As in the first embodiment, the nozzle 20 ejects a fluid containing an abrasive from the tip. However, the nozzle 20 is supported by the support device 21 via the frame portion 26 and is supported by the support device 21. On the other hand, it is configured to be movable within a predetermined range in the lateral direction. On the other hand, the support device 21 and the swing drive unit 23 are the same as those in the first embodiment, and a detailed description thereof will be omitted. Also, in the vicinity of the nozzle 20, as in the first embodiment, a substantially rod-shaped receiving plate support arm 25 that is rotatable around the nozzle 20 and extends a predetermined length from the rear side of the nozzle 20 to the front side is arranged. Established.

この受板支持アーム25先端に一体に取付けられ前記噴流受板22も、前記第1の実施形態同様、ノズル20から所定距離離れたノズル20正面側位置に、ノズル20から噴射される前記流体噴流の到達範囲より十分広い大きさとされる耐摩耗性の略板状体で形成される構成であるが、異なる点として、法面被覆体60と地山70間の隙間へ挿入される場合に、法面被覆体60の地山70寄り部分及び/又は地山70表面を削る先端掘削部28が一体に組込まれてなる構成を有するものとなっている。   Similarly to the first embodiment, the jet receiving plate 22 that is integrally attached to the tip of the receiving plate support arm 25 is jetted from the nozzle 20 at a position on the front side of the nozzle 20 that is a predetermined distance away from the nozzle 20. Is a structure formed of a wear-resistant substantially plate-like body having a size sufficiently wider than the reach range, but as a different point, when inserted into the gap between the slope covering 60 and the ground 70, The portion of the slope covering 60 close to the natural ground 70 and / or the tip excavation portion 28 for shaving the surface of the natural ground 70 is integrated.

前記フレーム部26は、支持装置21のブーム21a先端に配設される略枠状体であり、枠長辺と平行をなすレール部26a及びこのレール部26a上に移動自在に支持される基台部26bを有してなり、この基台部26b上にノズル20が取付けられる構成であり、ノズル20を揺動可能且つレール部26aに沿ってスライド移動可能に保持するものである。フレーム部26のノズル先端側枠辺部材は、ノズル20先端側を後方側に対し覆うカバー体24を兼ねる構成であり、流体の各構成物や法面被覆体60破片のカバー体24後方への飛散を防止する。このカバー体24の下部周縁には、前記第1の実施形態同様に法面表面とカバー体24との間の隙間を無くす隙間閉塞部24aが配設される。   The frame portion 26 is a substantially frame-like body disposed at the tip of the boom 21a of the support device 21, and includes a rail portion 26a that is parallel to the long side of the frame and a base that is movably supported on the rail portion 26a. The nozzle 20 is mounted on the base portion 26b. The nozzle 20 is swingable and slidably moved along the rail portion 26a. The nozzle tip side frame side member of the frame portion 26 is also configured to serve as the cover body 24 that covers the nozzle 20 tip side to the rear side, and each component of the fluid and the slope covering 60 pieces to the rear side of the cover body 24 are arranged. Prevent scattering. On the lower peripheral edge of the cover body 24, a gap closing portion 24a that eliminates a gap between the slope surface and the cover body 24 is disposed as in the first embodiment.

前記補助破砕部27は、受板支持アーム25のノズル20寄り位置に配設され、受板支持アーム25の幅より大きい径の破砕用回転刃及びこの回転刃の駆動機構を備える構成であり、前記流体のノズル20からの噴射で破砕された法面被覆体60の破砕済空隙部分を挟む未破砕部分に対して、繰返し回転動作する破砕用回転刃を接触させ、前記未破砕部分を破砕して受板支持アーム25の通過可能な隙間を生じさせる仕組みである。この補助破砕部27の回転軸の一端は噴流受板22で支持されると共に、噴流受板22に組込まれた先端掘削部28に回転駆動力を伝達する仕組みとなっている。   The auxiliary crushing portion 27 is disposed near the nozzle 20 of the receiving plate support arm 25, and includes a crushing rotary blade having a diameter larger than the width of the receiving plate support arm 25, and a drive mechanism for the rotary blade, A crushing rotary blade that rotates repeatedly is brought into contact with an uncrushed portion sandwiching a crushed void portion of the slope covering 60 that has been crushed by jetting the fluid from the nozzle 20, and the uncrushed portion is crushed. Thus, a gap through which the receiving plate support arm 25 can pass is generated. One end of the rotating shaft of the auxiliary crushing portion 27 is supported by the jet receiving plate 22 and transmits the rotational driving force to the tip excavating portion 28 incorporated in the jet receiving plate 22.

前記先端掘削部28は、噴流受板22における受板支持アーム25への取付部分とは反対側の先端部分に位置する回転刃及びこの回転刃への駆動力伝達機構を有して噴流受板22と一体化しており、前記補助破砕部27から回転駆動力を受取って回転刃を噴流受板22先端で回転させる構成であり、法面被覆体60の地山70寄り部分及び/又は地山70表面を削って法面被覆体60と地山70との間の隙間を噴流受板22の厚み以上に拡大する仕組みである。なお、先端掘削部28としては、回転刃を用いる構成の他に、無端チェーン状の破砕用刃を少なくとも噴流受板22先端に一部露出する配置で循環移動可能に配設し、この破砕用刃を駆動して噴流受板22先端で連続移動させ、掘削可能な状態を得る構成とすることもできる。   The tip excavator 28 has a rotary blade located at a tip portion on the opposite side of the jet receiving plate 22 from the mounting portion to the receiving plate support arm 25 and a driving force transmission mechanism for the rotary blade. 22 is configured to receive a rotational driving force from the auxiliary crushing portion 27 and rotate the rotary blade at the tip of the jet receiving plate 22, and a portion near the natural ground 70 and / or natural ground of the slope covering 60. This is a mechanism for cutting the surface of the surface 70 and expanding the gap between the slope covering 60 and the natural ground 70 to be larger than the thickness of the jet receiving plate 22. In addition to the configuration using the rotary blade, the tip excavation section 28 is provided with an endless chain-like crushing blade arranged to be at least partially exposed at the tip of the jet receiving plate 22 so as to be able to circulate. The blade can be driven and continuously moved at the tip of the jet receiving plate 22 to obtain a state where excavation is possible.

次に、前記構成に基づく法面被覆体除去装置による除去作業について説明する。ただし、本実施形態における除去作業では、あらかじめ法面被覆体60上へ略格子状、すなわち縦又は横方向へ連続し且つ交差する線状に設定された破砕・除去予定部位に対してのみ、破砕、除去を実行するものとし、法面被覆体60の未除去部分に対しては他の装置による除去作業を行うなど、前記第1の実施形態のように法面被覆体60全体に対する法面被覆体除去装置2を用いての除去作業は行わない。   Next, the removal work by the slope covering body removal device based on the above configuration will be described. However, in the removal operation in the present embodiment, only the crushing / removal scheduled portions set in advance in a substantially lattice shape on the slope covering 60, that is, in a line that is continuous in the vertical or horizontal direction and intersecting, are crushed. The removal of the slope covering 60 is performed, and the uncovered portion of the slope covering 60 is removed by another device, and the slope covering of the slope covering 60 as a whole is performed as in the first embodiment. Removal work using the body removal device 2 is not performed.

まず、前記第1の実施形態同様、除去対象として設定された法面被覆体60に対し、その下部近傍の所定箇所に支持装置21を据付け、支持装置21で地上からノズル20及びフレーム部26を法面正面側の所定位置まで上昇させる。そして、噴流受板22を法面被覆体60の除去開始地点における法面被覆体60とその裏側の地山70との間の隙間に上方又は側方から挿入しつつ、法面被覆体60正面にノズル20及びフレーム部26を位置させる。なお、法面被覆体60の破砕、除去方向、すなわちノズル20を進行させる向きが横方向となる場合は、あらかじめフレーム部26上で、ノズル20及び噴流受板22を前記進行方向と逆向きにスライドさせて側端部に寄せた状態としておく。   First, as in the first embodiment, the support device 21 is installed at a predetermined position near the lower portion of the slope covering 60 set as the removal target, and the nozzle 20 and the frame portion 26 are installed from the ground with the support device 21. Raise to a predetermined position on the front side of the slope. Then, while the jet receiving plate 22 is inserted from above or from the side into the gap between the slope covering 60 at the point where the slope covering 60 starts to be removed and the ground 70 on the back side, the front face of the slope covering 60 is obtained. The nozzle 20 and the frame part 26 are positioned in the center. In addition, when the crushing and removing direction of the sloped surface covering 60, that is, the direction in which the nozzle 20 is advanced is the lateral direction, the nozzle 20 and the jet receiving plate 22 are previously set on the frame portion 26 in a direction opposite to the advancing direction. Slide it close to the side edge.

ノズル20を法面被覆体60の破砕開始位置正面に位置させたら、法面被覆体60の破砕、除去方向が縦方向の場合には揺動駆動部23によるノズル20の揺動を開始させつつ、供給装置(図示を省略)から研磨材を含む流体を中圧又は高圧でノズル20に供給する。除去すべき法面被覆体60に対し、ノズル20から流体を噴射すると、ノズル20から出た流体噴流との衝突により法面被覆体60は少しずつ削られていき、削られた凹部が所定深さまで達すると、衝突部位やその周囲の法面被覆体60は一気に破砕されて地山70表面から脱落して除去される。前記第1の実施形態同様、噴流衝突部位の法面被覆体60が除去されて噴流が法面被覆体60位置より奥側へ到達できる状態となった場合でも、噴流受板22の存在により、地山70が噴流で損傷することはない。また、流体を噴射し続けるノズル20は、噴射反力により噴射方向と反対側に押される力を受け続けるが、前記第1の実施形態同様、ノズル20と一体に連結される噴流受板22が、法面被覆体60と地山70との間に位置して流体噴射方向前後への動きを拘束されることで、ノズル20の後退を確実に防止できる。   When the nozzle 20 is positioned in front of the crushing start position of the slope covering 60, when the slope covering and removal direction of the slope covering 60 is the vertical direction, the swing drive unit 23 starts swinging the nozzle 20. The fluid containing the abrasive is supplied to the nozzle 20 from the supply device (not shown) at medium or high pressure. When the fluid is ejected from the nozzle 20 to the slope covering 60 to be removed, the slope covering 60 is gradually scraped by the collision with the fluid jet coming out of the nozzle 20, and the shaved concave portion has a predetermined depth. When reaching this point, the collision site and the surrounding slope covering 60 are crushed at once and dropped off from the surface of the natural ground 70 and removed. Similarly to the first embodiment, even when the slope covering 60 at the jet collision site is removed and the jet can reach the back side from the position of the slope covering 60, the presence of the jet receiving plate 22 The natural ground 70 is not damaged by the jet. Further, the nozzle 20 that continues to eject fluid continues to receive a force that is pushed to the opposite side of the injection direction by the injection reaction force, but the jet receiving plate 22 that is integrally connected to the nozzle 20 as in the first embodiment. The nozzle 20 can be reliably prevented from retreating by being positioned between the slope covering 60 and the natural ground 70 and restraining the movement in the fluid jetting direction.

破砕の進行に伴って、ノズル20を法面被覆体60のあらかじめ設定された線状の破砕・除去予定部位に沿って縦又は横方向へ移動させ、連続的に破砕を行って法面被覆体60を切断状態にすることとなるが、横方向へノズル20を動かす場合、ノズル20及び噴流受板22のみフレーム部26上の可動範囲で動かして、法面に対しブーム21a及びフレーム部26は一切動かさずに破砕作業を実行する。そして、フレーム部26の範囲での破砕作業が終了するごとに、フレーム部26上でノズル20及び噴流受板22を前記同様スライドさせて元の側端部に寄せた状態としつつ、支持装置21によりノズル20ごとフレーム部26位置を次の除去対象範囲へ移動させ、あらためて前記同様にノズル20及び噴流受板22のみ動かしながら流体を噴射する手順を繰返すこととなる。   As the crushing progresses, the nozzle 20 is moved in the vertical or horizontal direction along the predetermined linear crushing / removal planned portion of the slope covering 60 to continuously crush the slope covering body. When the nozzle 20 is moved in the lateral direction, only the nozzle 20 and the jet receiving plate 22 are moved within the movable range on the frame portion 26, and the boom 21a and the frame portion 26 are moved relative to the slope. Perform the crushing operation without moving it at all. Then, every time when the crushing operation in the range of the frame portion 26 is completed, the support device 21 is brought into a state where the nozzle 20 and the jet receiving plate 22 are slid on the frame portion 26 in the same manner as described above and brought close to the original side end portion. Thus, the procedure of moving the position of the frame portion 26 together with the nozzle 20 to the next removal target range and ejecting the fluid while moving only the nozzle 20 and the jet receiving plate 22 is repeated.

一方、縦方向へノズル20を動かす場合は、支持装置21でノズル20及び噴流受板22を法面被覆体60に沿って少しずつ縦方向へ移動させ、連続的に破砕を行っていく。ノズル20が上下に揺動していることで、法面被覆体60の上下方向所定範囲に対し噴流を衝突させられ、一定の除去長を確保できる。   On the other hand, when moving the nozzle 20 in the vertical direction, the nozzle 20 and the jet receiving plate 22 are moved little by little along the sloped covering 60 in the vertical direction by the support device 21 to continuously perform crushing. Since the nozzle 20 swings up and down, the jet can collide with a predetermined range in the vertical direction of the slope covering 60, and a certain removal length can be secured.

なお、ノズル20に対する受板支持アーム25位置は、前記第1の実施形態同様、ノズル20及び噴流受板22の進行方向に対して常に後方側となる状態までノズル20周りに回動調整されており、受板支持アーム25が法面被覆体60を破砕した後の空隙部分を通ることでノズル20及び噴流受板22のスムーズな移動と破砕継続を可能にしている。   Note that the position of the receiving plate support arm 25 with respect to the nozzle 20 is rotated around the nozzle 20 until the nozzle 20 and the jet receiving plate 22 are always on the rear side with respect to the traveling direction of the nozzle 20 and the jet receiving plate 22 as in the first embodiment. Thus, the nozzle 20 and the jet receiving plate 22 can be smoothly moved and continued to be crushed by passing the gap portion after the receiving plate support arm 25 crushes the slope covering 60.

こうして、線状の予定部位に沿って噴流による破砕、除去を進める中で、流体を噴射するノズル20が、法面被覆体60中に丈夫な部材が挿入、埋設された箇所など、噴流を衝突させて行う法面被覆体60の切断に時間がかかる部分の正面側に達することが明らかな場合には、このような破砕除去困難な部分を迂回するようにノズル20を動かして、破砕除去がスムーズに行える部位のみに噴流を衝突させていくことができ、迅速に法面被覆体60の切断を進められ、作業の効率化が図れることとなる。具体的には、縦方向へノズル20を動かしている途中の場合には、ノズル20をフレーム部26上でわずかにスライドさせ、横方向へノズル20を動かしている途中の場合には、ノズル20をわずかに傾動させて、それぞれ噴流の衝突部位を破砕除去困難な部分から数cm程度ずらすようにし、破砕除去困難な部分を通り過ぎた時点でノズル20を元の状態に戻せばよい。   In this way, while proceeding with crushing and removal by the jet along the predetermined linear portion, the nozzle 20 that ejects the fluid collides with the jet such as a portion where a strong member is inserted and embedded in the slope covering 60. When it is clear that the sloped surface covering 60 to be cut reaches the front side of the portion that takes time, the nozzle 20 is moved so as to bypass such a portion that is difficult to be removed by crushing. The jet can collide only with a portion that can be smoothly carried out, and the cutting of the slope covering 60 can be promptly advanced, so that the work efficiency can be improved. Specifically, when the nozzle 20 is being moved in the vertical direction, the nozzle 20 is slightly slid on the frame portion 26, and when the nozzle 20 is being moved in the horizontal direction, the nozzle 20 is moved. And the nozzle 20 is returned to its original state when it passes through the portion that is difficult to crush and remove.

ノズル20の移動に伴って、法面被覆体60と地山70との間に挿入されている噴流受板22も共に移動することとなるが、法面被覆体60と地山70との間の隙間が噴流受板22の挿入、移動にとって十分な大きさではなかったり、地山70や法面被覆体60が硬質であったりなど、そのままでは噴流受板22の挿入や移動が難しい場合には、先端掘削部28を作動させ、噴流受板22の進行方向先端側で法面被覆体60の地山70寄り部分及び/又は地山70表面を削っていく。これにより噴流受板22を進めるのに十分な大きさの隙間が確実に生じることとなり、噴流受板22をノズル20と共にスムーズに移動させられる。   As the nozzle 20 moves, the jet receiving plate 22 inserted between the slope covering 60 and the natural ground 70 also moves together. If the gap is not large enough for the insertion and movement of the jet receiving plate 22 or the ground 70 and the slope covering 60 are hard, it is difficult to insert and move the jet receiving plate 22 as it is. The tip excavation section 28 is operated to scrape the portion near the natural ground 70 and / or the surface of the natural ground 70 on the front end side of the jet receiving plate 22 in the traveling direction. As a result, a gap large enough to advance the jet receiving plate 22 is surely generated, and the jet receiving plate 22 can be smoothly moved together with the nozzle 20.

また、法面被覆体60の内部構造が高密度且つ硬質であり、ノズル20からの流体噴射により破砕除去可能な部分が噴流の直接衝突するごく狭い領域に限られ、法面被覆体60を破砕して生じる空隙部分が細幅となるなど、本来ノズル20及び噴流受板22と共に移動させるべき受板支持アーム25を通せる幅分の破砕除去が、法面被覆体60に対し行えない場合や、法面被覆体60内部に補強用として入っている金網や、地山70へ一部挿入されて法面被覆体60を地山70表面に確実に固定するためのピン(止め具)等の丈夫な補助部材が流体噴流の衝突のみでは切断できずに残ってしまう場合には、受板支持アーム25のノズル20進行方向側に位置する補助破砕部27を作動させ、破砕除去済の空隙部分を挟む両側の法面被覆体60の一部や、残った金網等を補助破砕部27で破砕除去していく。この補助破砕部27による破砕に伴い、受板支持アーム25を通過させられる十分な幅の空隙部分を確実に生じさせることができ、受板支持アーム25をノズル20と共に移動可能として作業を継続できる。   In addition, the internal structure of the slope covering 60 is high density and hard, and the portion that can be crushed and removed by the fluid jet from the nozzle 20 is limited to a very narrow area where the jet directly collides, and the slope covering 60 is crushed. In this case, crushing and removal for a width that can pass through the receiving plate support arm 25 that should be moved together with the nozzle 20 and the jet receiving plate 22 cannot be performed on the slope covering 60. , Such as a wire mesh that is included in the slope covering 60 for reinforcement, or a pin (stopper) that is partially inserted into the natural ground 70 to securely fix the slope covering 60 to the natural ground 70 surface. When the strong auxiliary member cannot be cut only by the collision of the fluid jet and remains, the auxiliary crushing portion 27 located on the receiving plate support arm 25 on the nozzle 20 traveling direction side is operated to crush and remove the gap portion. Slope covering 60 on both sides Some or the remaining wire mesh or the like continue to crushing removed by the auxiliary crushing part 27. Along with the crushing by the auxiliary crushing portion 27, a gap portion having a sufficient width that allows the receiving plate support arm 25 to pass through can be surely generated, and the operation can be continued by moving the receiving plate support arm 25 together with the nozzle 20. .

法面被覆体60の除去が進み、ノズル20があらかじめ設定された除去部位の終端まで達したら、支持装置21によりノズル20及び噴流受板22位置を次の予定部位の開始位置へ移動させ、前記同様に流体の噴射を行わせつつノズル20その他を進行させる過程を繰返し、切断、分割されたブロック状の塊(分割体)を生じさせていく。なお、法面被覆体60における線状の破砕・除去予定部位については、これらがなす格子の間隔が上から下に向うほど大きくなるよう設定されており、破砕、除去により他から分割された法面被覆体60の分割体が法面上部では小さく、法面下部では大きくなることで、重量大となる法面被覆体分割体の、人手や他の装置による取扱いを容易にすると共に、分割体が下方へ転がり落ちる場合の危険度合を低下させ、作業の安全性を確保している。   When the removal of the slope covering 60 proceeds and the nozzle 20 reaches the end of the preset removal site, the support device 21 moves the position of the nozzle 20 and the jet receiving plate 22 to the start position of the next scheduled site, and Similarly, the process of advancing the nozzle 20 and the like while ejecting the fluid is repeated to generate a block-shaped lump (divided body) that is cut and divided. In addition, about the linear crushing / removal plan part in the slope covering 60, it sets so that the space | interval of the grid | lattice which these may make may become large from the top to the bottom, and the method divided | segmented from others by crushing and removal The split body of the surface covering 60 is small at the upper part of the slope and large at the lower part of the slope, so that the heavier slope covering part can be easily handled manually or by other devices. This reduces the degree of danger in the case of rolling down, ensuring work safety.

法面被覆体60における略格子状の破砕・除去予定部位を全て除去したら、ノズル20の揺動及びノズル20への流体供給を停止させる。そして、破砕した法面被覆体60の破片、流下した排水などを適宜回収処理する一方、ノズル20やフレーム部26、噴流受板22等を支持装置21により収容し、支持装置21を撤去する。この後、小さなブロック状に複数分割された状態の法面被覆体60の各分割体を、重機等他の装置又は人手により一つずつ地山70から引き剥がし、全て回収すれば、除去作業完了となる。なお、法面被覆体60の分割体に対する引き剥がし除去作業は、分割体が生じる毎に行ってもかまわない。   When all of the substantially grid-like crushing / removal planned portions in the slope covering 60 are removed, the oscillation of the nozzle 20 and the fluid supply to the nozzle 20 are stopped. Then, the fragments of the crushed slope covering 60, the drained water, and the like are appropriately collected and processed, while the nozzle 20, the frame portion 26, the jet receiving plate 22 and the like are accommodated by the support device 21, and the support device 21 is removed. Thereafter, each of the divided sections of the slope covering 60 in a state of being divided into a plurality of small blocks is peeled off from the ground 70 one by one by another device such as heavy machinery or by hand, and the removal operation is completed when all are collected. It becomes. In addition, you may perform the peeling removal operation | work with respect to the division body of the slope covering 60, whenever a division body arises.

このように、本実施の形態に係る法面被覆体除去装置では、ノズル20及び噴流受板22を、法面被覆体60上に略格子状に設定された破砕・除去対象部位に沿って移動させつつ、法面被覆体60に対し噴流を衝突させ、噴流による破砕に伴って法面被覆体60に連続した線状の切断部位を生じさせることから、法面被覆体60を広範囲に切断分割し、得られた分割体を地山70から取去る一連の工程で、容易且つ迅速に法面被覆体60の除去作業を進められ、特に人手では難しい法面横方向への連続除去作業が行えるなど、この除去作業を人手のみで行う場合に比べて極めて能率よく実施できると共に、法面被覆体60の除去に際し騒音や粉塵の発生もなく、作業に伴う周囲への各種影響を必要最小限にとどめられる。また、前記第1の実施形態同様、噴流を用いた破砕により、地盤に衝撃や振動が加わることはなく、地盤の強度低下を防止でき、除去作業を経ても地盤の安定性は損われない。   Thus, in the slope covering body removal apparatus according to the present embodiment, the nozzle 20 and the jet receiving plate 22 are moved along the crushing / removal target portion set in a substantially lattice shape on the slope covering body 60. In this case, the jet is collided with the slope covering 60, and a continuous linear cutting site is generated in the slope covering 60 due to the crushing by the jet. Therefore, the slope covering 60 is cut and divided in a wide range. Then, the removal operation of the slope covering 60 can be performed easily and quickly in a series of steps of removing the obtained divided body from the natural ground 70, and the continuous removal operation in the lateral direction of the slope can be performed, which is difficult by hand. This removal work can be carried out very efficiently compared with the case where the removal work is performed only by hand, and no noise or dust is generated when removing the slope covering 60, and various influences on the surroundings due to the work are minimized. You can stay. In addition, as in the first embodiment, the crushing using the jet flow does not apply impact or vibration to the ground, the strength of the ground can be prevented from being lowered, and the stability of the ground is not impaired even after the removal work.

さらに、本実施の形態においては、支持装置21のブーム21a先端に略枠状のフレーム部26を配設し、ノズル20をフレーム部26に沿って横方向スライド可能として、フレーム部26上の可動範囲でノズル20のみ動かして作業が行えることから、フレーム部26の範囲での破砕作業が終了する毎にフレーム部26位置を次の除去対象箇所へ移動させればよく、ノズル20による破砕作業の進行に伴ってノズル20と共に支持装置21のブーム21aを少しずつ動かさなくても済むことに加え、フレーム部26の範囲内でのノズル移動については自動化も図りやすく、破砕作業におけるノズル20及び支持装置21操作者の負担を軽減できる。   Further, in the present embodiment, a substantially frame-shaped frame portion 26 is disposed at the tip of the boom 21 a of the support device 21 so that the nozzle 20 can be slid in the horizontal direction along the frame portion 26 and is movable on the frame portion 26. Since the operation can be performed by moving only the nozzle 20 within the range, every time the crushing operation within the range of the frame portion 26 is completed, the position of the frame portion 26 may be moved to the next removal target location. In addition to the need to move the boom 21a of the support device 21 with the nozzle 20 little by little along with the progress, it is easy to automate the nozzle movement within the range of the frame portion 26, and the nozzle 20 and the support device in the crushing operation. 21 The burden on the operator can be reduced.

なお、前記第1及び第2の各実施形態に係る法面被覆体除去装置においては、ノズル10、20から研磨材を含む流体を常に一定の流量及び圧力で噴射する構成としているが、これに限らず、除去対象部分に対する事前の探査測定で、各位置毎の法面被覆体60の性状(厚さ、地山との隙間)に関する情報を取得し、この情報に基づいてノズル10、20からの前記研磨材を含んだ流体の噴射量及び噴射圧力を法面位置毎に調整して破砕動作の最適化を図ることもでき、なるべく短い時間での法面被覆体60の破砕、除去を実現しつつ、研磨材を含む流体の供給に係る無駄なエネルギ消費と研磨材自体の無駄な消費を抑えられると共に、研磨材を含む流体が流通する各部分の耐久性を向上させて保守の手間も省けることとなり、除去工事全体での工期短縮とコストダウンの両立が図れる。   In the slope covering member removal apparatus according to each of the first and second embodiments, the fluid containing the abrasive is always ejected from the nozzles 10 and 20 at a constant flow rate and pressure. Not limited to this, information relating to the properties (thickness, gap with natural ground) of the slope covering 60 for each position is acquired in advance exploration measurement for the removal target portion, and from the nozzles 10 and 20 based on this information. It is possible to optimize the crushing operation by adjusting the injection amount and injection pressure of the fluid containing the abrasive for each slope position, and crushing and removing the slope covering 60 in as short a time as possible However, it is possible to suppress wasteful energy consumption related to the supply of fluid containing abrasives and wasteful consumption of the abrasives themselves, and also improve the durability of each part through which the fluid containing abrasives circulates, thereby reducing maintenance work. Overall removal work It attained to achieve both of construction time and cost down.

また、前記第1及び第2の各実施形態に係る法面被覆体除去装置においては、ノズル10、20から固形粒状の研磨材を含む流体を噴射する構成としているが、これに限らず、噴射圧力を法面被覆体60の破砕が十分可能な高い圧力にできれば、流体のみの噴射としてもかまわない。   Moreover, in the slope covering body removal apparatus which concerns on each said 1st and 2nd embodiment, it is set as the structure which injects the fluid containing a solid granular abrasive | polishing material from the nozzles 10 and 20, but not only this but injection | pouring If the pressure can be set to a high pressure at which the slope covering 60 can be crushed sufficiently, the injection of only the fluid may be used.

本発明の第1の実施形態に係る法面被覆体除去装置の概略構成図である。It is a schematic block diagram of the slope covering body removal apparatus which concerns on the 1st Embodiment of this invention. 本発明の第1の実施形態に係る法面被覆体除去装置における法面被覆体破砕開始状態説明図である。It is a slope covering body crush start state explanatory drawing in the slope covering body removal apparatus which concerns on the 1st Embodiment of this invention. 本発明の第1の実施形態に係る法面被覆体除去装置の要部概略構成図である。It is a principal part schematic block diagram of the slope covering body removal apparatus which concerns on the 1st Embodiment of this invention. 本発明の第1の実施形態に係る法面被覆体除去装置における噴流受板の破砕開始時動作状態説明図である。It is operation | movement state explanatory drawing at the time of the crushing start of the jet receiving plate in the slope covering body removal apparatus which concerns on the 1st Embodiment of this invention. 本発明の第1の実施形態に係る法面被覆体除去装置における噴流受板の横一段破砕終了時動作状態説明図である。It is operation | movement state explanatory drawing at the time of completion | finish of horizontal one-stage crushing of the jet receiving plate in the slope covering body removal apparatus which concerns on the 1st Embodiment of this invention. 本発明の第2の実施形態に係る法面被覆体除去装置の要部概略構成図である。It is a principal part schematic block diagram of the slope covering body removal apparatus which concerns on the 2nd Embodiment of this invention. 本発明の第2の実施形態に係る法面被覆体除去装置のフレーム部平面図である。It is a frame part top view of the slope covering body removal apparatus which concerns on the 2nd Embodiment of this invention. 本発明の第2の実施形態に係る法面被覆体除去装置における噴流受板の正面図及び除去作業時の噴流受板周囲破砕状態説明図である。It is the front view of the jet receiving plate in the slope covering body removal apparatus which concerns on the 2nd Embodiment of this invention, and the crushing state explanatory drawing around the jet receiving plate at the time of removal operation.

符号の説明Explanation of symbols

1 法面被覆体除去装置
10、20 ノズル
11、21 支持装置
11a、21a ブーム
11b、21b 供給管
12、22 噴流受板
13、23 揺動駆動部
14、24 カバー体
14a、24a 隙間閉塞部
15、25 受板支持アーム
26 フレーム部
26a レール部
26b 基台部
27 補助破砕部
28 先端掘削部
60 法面被覆体
70 地山
DESCRIPTION OF SYMBOLS 1 Slope covering body removal apparatus 10, 20 Nozzle 11, 21 Support apparatus 11a, 21a Boom 11b, 21b Supply pipe 12, 22 Jet receiving plate 13, 23 Oscillation drive part 14, 24 Cover body 14a, 24a Gap blockage part 15 25 Support plate support arm 26 Frame portion 26a Rail portion 26b Base portion 27 Auxiliary crushing portion 28 Tip excavation portion 60 Slope covering body 70 Ground

Claims (7)

所定の供給装置から供給される流体のみ又は固形粒状の研磨材を含む流体を先端から噴射するノズルと、
前記ノズルを所定範囲内で位置及び傾き調整可能に支持し、ノズル先端を法面表面に構築されている所定の法面被覆体に対向させる支持装置と、
前記支持装置に位置及び傾き調整可能に支持される略板状体で形成され、前記ノズルから所定距離離れたノズル正面側位置に、少なくとも前記流体の噴流の前記所定距離進行状態における拡散範囲に及ぶ大きさとされて配置される噴流受板とを備え、
前記噴流受板を前記法面被覆体と当該法面被覆体裏側の地山との間の隙間に挿入しつつ法面被覆体正面に前記ノズルを位置させ、ノズルから噴射した前記流体の噴流を法面被覆体に衝突させると共に、前記支持装置でノズル及び噴流受板を法面被覆体表面に沿って連続的又は断続的に移動させることを
特徴とする法面被覆体除去装置。
A nozzle that ejects from the tip only a fluid supplied from a predetermined supply device or a fluid containing a solid granular abrasive;
A support device that supports the nozzle in a predetermined range so that the position and inclination of the nozzle can be adjusted, and makes the nozzle tip face a predetermined slope covering body constructed on the slope surface;
It is formed of a substantially plate-like body that is supported by the support device so that the position and inclination of the nozzle can be adjusted, and reaches at least the diffusion range of the fluid jet in the traveling state for the predetermined distance at a position in front of the nozzle that is a predetermined distance away from the nozzle. A jet receiving plate arranged in a size,
The nozzle is positioned in front of the slope cover while inserting the jet receiving plate into the gap between the slope cover and the ground on the back side of the slope cover, and the jet of the fluid ejected from the nozzle The slope covering body removing apparatus, wherein the slope covering body is made to collide, and the nozzle and the jet receiving plate are continuously or intermittently moved along the surface of the slope covering body by the support device.
前記請求項1に記載の法面被覆体除去装置において、
前記ノズルを所定の支点位置を中心に所定角度範囲で揺動させる揺動駆動部を備え、
前記流体をノズルから噴射する間、前記揺動駆動部により前記ノズルを所定周期で揺動させることを
特徴とする法面被覆体除去装置。
In the slope covering body removing device according to claim 1,
A swing drive unit that swings the nozzle in a predetermined angle range around a predetermined fulcrum position;
The slope covering member removing apparatus, wherein the nozzle is swung at a predetermined period by the rocking drive unit while the fluid is ejected from the nozzle.
前記請求項1又は2に記載の法面被覆体除去装置において、
前記支持装置に位置及び傾き調整可能且つ前記ノズル周囲を回動可能に配設され、ノズルの流体噴射方向と略平行にノズル後方側から前方側へ延伸して前記噴流受板を一体に取付けられる略棒状の受板支持アームを備え、
当該受板支持アームが、前記ノズルに対しノズルの前記法面被覆体表面に沿った移動方向の後方側に位置する状態となるまで、ノズル周りに回動位置調整されることを
特徴とする法面被覆体除去装置。
In the slope covering body removing device according to claim 1 or 2,
The position and inclination of the support device can be adjusted and the periphery of the nozzle can be rotated. The jet receiving plate is integrally attached by extending from the rear side of the nozzle to the front side substantially in parallel with the fluid ejection direction of the nozzle. Provided with a substantially bar-shaped support plate support arm,
The method is characterized in that the receiving plate support arm is pivotally adjusted around the nozzle until the receiving plate support arm is located on the rear side in the moving direction along the surface of the normal surface of the nozzle with respect to the nozzle. Surface covering body removal device.
前記請求項3に記載の法面被覆体除去装置において、
前記噴流受板と一体に配設され、噴流受板における前記支持装置での前記ノズル移動方向先端側で、法面被覆体の地山寄り部分及び/又は地山表面を削って法面被覆体と地山との間に少なくとも噴流受板の厚み以上の隙間を生じさせる先端掘削部を備えることを
特徴とする法面被覆体除去装置。
In the slope covering body removal device according to claim 3,
The slope covering body, which is disposed integrally with the jet receiving plate and scrapes a portion near the natural mountain and / or the natural mountain surface of the slope covering body at the front end side in the nozzle moving direction of the support device in the jet receiving plate. A slope covering body removing device comprising a tip excavation section that creates a gap of at least the thickness of the jet receiving plate between the ground and the natural ground.
前記請求項3又は4に記載の法面被覆体除去装置において、
前記受板支持アームのノズル寄り位置で動作する破砕用刃部分を少なくとも有してなり、前記流体噴射で破砕された法面被覆体の破砕済空隙部分を挟む未破砕部分に対し、少なくとも受板支持アームの幅より大きい所定範囲にわたり前記破砕用刃部分を接触させて破砕を行う補助破砕部を備えることを
特徴とする法面被覆体除去装置。
In the slope covering member removal apparatus according to claim 3 or 4,
It has at least a crushing blade portion that operates at a position near the nozzle of the receiving plate support arm, and at least a receiving plate with respect to an unbroken portion sandwiching a crushed gap portion of the sloped surface covering crushed by the fluid jet A slope covering body removing device, comprising: an auxiliary crushing unit that crushes by crushing the crushing blade portion over a predetermined range larger than the width of the support arm.
前記請求項1ないし5のいずれかに記載の法面被覆体除去装置において、
前記ノズル位置を中心としてノズル周囲各方向に所定寸法張出してノズルの流体噴射方向におけるノズル後方側に対しノズル前方側を所定範囲覆い隠す略板状体の組合せ形状として形成され、ノズル及び前記噴流受板と共に位置及び傾き調整可能に前記支持装置上に配設されるカバー体を備えることを
特徴とする法面被覆体除去装置。
In the slope covering member removal apparatus according to any one of claims 1 to 5,
The nozzle and the jet receiver are formed as a combination of substantially plate-like bodies that project predetermined dimensions in each direction around the nozzle centering on the nozzle position and cover the nozzle front side in a predetermined range with respect to the nozzle rear side in the fluid ejection direction of the nozzle. A slope covering body removing device, comprising: a cover body disposed on the support device so that the position and inclination of the plate can be adjusted together with the plate.
流体のみ又は固形粒状の研磨材を含む流体を先端から噴射可能なノズルを、法面表面に構築されている所定の法面被覆体に対向させる一方、少なくとも前記流体噴流の前記ノズル正面側所定位置における拡散範囲に及ぶ大きさとされる噴流受板を、前記法面被覆体と当該法面被覆体裏側の地山との間の隙間に挿入し、
あらかじめ法面被覆体上で略格子状に配置設定された線状の破砕・除去対象部位に沿って、ノズル及び噴流受板を連続的又は断続的に移動させつつ、ノズルから噴射した前記流体の噴流を衝突させ、前記対象部位の破砕・除去を実行して法面被覆体を略ブロック状に切断、分割し、
前記法面被覆体の各分割体を地山表面から取去ることを
特徴とする法面被覆体除去方法。
A nozzle capable of jetting only a fluid or a fluid containing a solid granular abrasive from the tip is opposed to a predetermined slope covering body constructed on the slope surface, and at least a predetermined position on the nozzle front side of the fluid jet A jet receiving plate having a size that covers the diffusion range in is inserted into the gap between the slope covering and the natural ground behind the slope covering,
While the nozzle and the jet receiving plate are moved continuously or intermittently along the linear crushing / removal target site arranged and set in a substantially grid pattern in advance on the sloped surface covering, The jet is collided, the target part is crushed and removed to cut and divide the slope covering into a substantially block shape,
A method of removing a slope covering body, comprising: removing each divided part of the slope covering body from a natural ground surface.
JP2005169583A 2005-06-09 2005-06-09 Apparatus for and method of removing slope covering Pending JP2006341504A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014155977A (en) * 2013-02-15 2014-08-28 Blast Kogyo Kk Blast processing apparatus and blast processing method
CN104727328A (en) * 2015-03-05 2015-06-24 四川大学 Method for removing loose substances on surface of slope based on high-pressure water jet technique

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014155977A (en) * 2013-02-15 2014-08-28 Blast Kogyo Kk Blast processing apparatus and blast processing method
CN104727328A (en) * 2015-03-05 2015-06-24 四川大学 Method for removing loose substances on surface of slope based on high-pressure water jet technique

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