JP2002276278A - Rock crushing device and center cutting method using it - Google Patents

Rock crushing device and center cutting method using it

Info

Publication number
JP2002276278A
JP2002276278A JP2001078156A JP2001078156A JP2002276278A JP 2002276278 A JP2002276278 A JP 2002276278A JP 2001078156 A JP2001078156 A JP 2001078156A JP 2001078156 A JP2001078156 A JP 2001078156A JP 2002276278 A JP2002276278 A JP 2002276278A
Authority
JP
Japan
Prior art keywords
rock
wedge member
hole
steel
steel rod
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2001078156A
Other languages
Japanese (ja)
Other versions
JP3197548B1 (en
Inventor
Akio Kamishima
昭男 神島
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
KAMISHIMAGUMI KK
Kamishimagumi KK
Original Assignee
KAMISHIMAGUMI KK
Kamishimagumi KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by KAMISHIMAGUMI KK, Kamishimagumi KK filed Critical KAMISHIMAGUMI KK
Priority to JP2001078156A priority Critical patent/JP3197548B1/en
Application granted granted Critical
Publication of JP3197548B1 publication Critical patent/JP3197548B1/en
Publication of JP2002276278A publication Critical patent/JP2002276278A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Drilling And Exploitation, And Mining Machines And Methods (AREA)
  • Earth Drilling (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a small-scale rock crushing device and a center cutting method using it capable of crushing a rock-bed by forming a crack to the rock- bed surface from the inside wall face of a drilled hole in the rock-bed wherein the drilled hole is formed from the rock-bed surface in the predetermined drilled hole formation direction. SOLUTION: When a contact part 512 in each movable piece 51 is moved toward the rock-bed surface RS in the direction making an acute angle with the pulling direction (-X), a pressure is applied to the inside wall face 11 of the drilled hole 1, and consequently, a crack CR is formed in the rock-bed R. When the movable piece 51 is moved for forming the crack, movement of each movable piece 51 is controlled by means of a second wedge member 6 and a first wedge member 3, so that no special structure for controlling the movement track of the movable piece 51 is required in the vicinity of the inside wall face 11 of the drilled hole 1, and consequently, the device can be miniaturized.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、岩盤表面から所
定の削孔形成方向に削孔が形成された岩盤に対し、その
削孔の内壁面から前記岩盤表面に向けて亀裂を与えて前
記岩盤を割岩する割岩装置、および該装置を用いた心抜
き工法に関するものである。
BACKGROUND OF THE INVENTION The present invention relates to a rock mass in which a hole is formed in a predetermined drilling direction from a rock surface, by applying a crack from the inner wall surface of the hole toward the rock surface. And a centering method using the device.

【0002】[0002]

【従来の技術】岩盤掘削作業を効率的に行うためには、
できるだけ自由面を多くすることが望ましい。そこで、
従来より心抜き発破を行い、心抜き部分を順次切り広げ
る工法が採用されている。なお、この明細書では、岩盤
に心抜き部分を形成する作業を「心抜き作業」と称して
いる。
2. Description of the Related Art In order to perform rock excavation work efficiently,
It is desirable to have as many free surfaces as possible. Therefore,
Conventionally, a method has been used in which blasting is performed without centering, and the centering portion is sequentially cut and widened. In this specification, the operation of forming a centering portion on a bedrock is referred to as a "centering operation".

【0003】しかしながら、市街地近辺での岩盤掘削作
業では、基本的に発破を使用することが極めて困難であ
ることから、本願発明者は発破を用いずに効率良く心抜
き作業を行うことができる工法を発明した(特許第31
17969号)。この心抜き工法では、削岩機によって
岩盤に削孔を形成した後、その削孔の内壁面から前記岩
盤表面に向けて亀裂を形成し、さらにその亀裂が形成さ
れた岩盤表面部を破砕することによって心抜き部分を形
成している。
However, in rock excavation work near an urban area, it is basically extremely difficult to use blasting. Therefore, the present inventor has proposed a construction method capable of efficiently performing a centering work without using blasting. (Patent No. 31)
No. 17969). In this centering method, after drilling a rock with a rock drill, a crack is formed from the inner wall surface of the drilling toward the rock surface, and the rock surface portion where the crack is formed is crushed. This forms a centered portion.

【0004】この心抜き工法で用いられている割岩装置
では、特許第3117969号の特許掲載公報に記載さ
れているように、その先端側を削孔に挿入可能な中空状
の本体が設けられている。この本体の側部に開口部が形
成されるとともに、各開口部に対応して本体の内部に可
動片が配設されている。また、各可動片の後端面は楔部
材のテーパ部に摺接可能な形状に仕上げられており、本
体の長手方向に楔部材が移動するのに応じて開口部に対
して可動片が進退移動可能となっている。そして、楔部
材を駆動すると、その楔部材の移動に伴って可動片の先
端部が本体の開口部から突出して削孔の内壁面に圧力を
与えて岩盤に亀裂を形成する。特に、この装置では、可
動片の進退経路は本体の長手方向(楔部材の移動方向)
に対して鋭角を形成しており、削孔の内壁面から岩盤表
面に向けて亀裂を形成し、岩盤表面部を割岩している。
[0004] The split rock apparatus used in this centering method is provided with a hollow main body whose tip side can be inserted into a drilled hole, as described in Japanese Patent Publication No. 3117969. I have. An opening is formed in a side portion of the main body, and a movable piece is disposed inside the main body corresponding to each opening. In addition, the rear end surface of each movable piece is finished in a shape capable of slidingly contacting the tapered portion of the wedge member, and the movable piece moves forward and backward with respect to the opening as the wedge member moves in the longitudinal direction of the main body. It is possible. When the wedge member is driven, the tip of the movable piece protrudes from the opening of the main body with the movement of the wedge member to apply pressure to the inner wall surface of the drilled hole, thereby forming a crack in the rock. In particular, in this device, the moving path of the movable piece is in the longitudinal direction of the main body (the moving direction of the wedge member).
At the inner surface of the borehole, forming a crack from the inner wall surface to the rock surface, breaking the rock surface.

【0005】このように、この割岩装置によれば、可動
片の先端部を岩盤表面に向けた状態で可動片の進退経路
が本体の長手方向、つまり削孔形成方向と鋭角を形成す
るように構成されているため、可動片の先端部は岩盤表
面に向けて移動し、削孔の内壁面から岩盤表面に向けて
亀裂を与えて岩盤を割岩することができる。そして、こ
のように予め削孔の周囲に岩盤表面に向かう亀裂を形成
しておくことで、削孔周囲の岩盤表面部分の破砕を容易
に行うことが可能となっている。
As described above, according to the rock splitting apparatus, the moving path of the movable piece forms an acute angle with the longitudinal direction of the main body, that is, the drilling direction in a state where the tip of the movable piece faces the rock surface. Due to the configuration, the tip of the movable piece moves toward the rock surface, and a crack can be provided from the inner wall surface of the drilling hole toward the rock surface to break the rock. By forming a crack toward the rock surface in advance around the hole in this way, it is possible to easily crush the rock surface portion around the hole.

【0006】[0006]

【発明が解決しようとする課題】ところで、心抜き作業
を行うにあたっては削孔を形成する必要があるが、上記
割岩装置を用いて心抜き作業を行う場合、比較的大口径
の削孔を予め形成する必要がある。というのも、上記割
岩装置においては、可動片の進退経路が本体の長手方
向、つまり削孔形成方向と鋭角を形成するように、可動
片の進退経路を形成するために本体を用意し、さらにそ
の本体内部に可動片、楔部材、ならびに該楔部材を駆動
するための駆動手段(油圧ジャッキ)を配設しているの
で、割岩装置の小型化、特に削孔形成方向と直交する面
内における装置サイズの小型化には限界があるからであ
る。
By the way, it is necessary to form a hole when performing a centering operation. However, when performing a centering operation using the above rock splitting apparatus, a hole having a relatively large diameter is formed in advance. Need to be formed. That is, in the above rock splitting device, the main body is prepared to form the movable path of the movable piece so that the movable path of the movable piece forms an acute angle with the longitudinal direction of the main body, that is, the drilling direction. Since the movable piece, the wedge member, and the driving means (hydraulic jack) for driving the wedge member are provided inside the main body, the size of the rock breaking device can be reduced, particularly in a plane perpendicular to the direction of drilling. This is because there is a limit in reducing the size of the device.

【0007】したがって、上記割岩装置を用いて心抜き
作業を行うためには、割岩装置の本体を挿入可能な比較
的大口径の削孔を形成する必要があり、大型の削岩機を
準備する必要があった。その結果、大型の削岩機を導入
可能な作業現場でしか上記割岩装置および該装置を用い
た心抜き工程を実施することができない。
Therefore, in order to perform a centering operation using the above-described rock splitter, it is necessary to form a relatively large-diameter hole into which the main body of the rock splitter can be inserted, and prepare a large rock drill. Needed. As a result, the above-mentioned rock splitting device and the centering step using the device can be performed only at a work site where a large rock drill can be introduced.

【0008】そこで、大型の削岩機を用いることなく、
比較的小口径、例えば直径100mm程度の削孔を形成
しただけで心抜き作業を行うことができる技術が要望さ
れている。なんとなれば、このような小口径の削孔につ
いては、現場作業員がハンドリング可能な小型の削岩機
を用いて岩盤に削孔を形成することができるため、上記
技術が実現できれば、大型の削岩機を導入可能な作業現
場はもとより、このような大型削岩機を導入不可能な作
業現場においても心抜き作業を短時間で、しかも低コス
トで行うことができるからである。
Therefore, without using a large rock drill,
There is a demand for a technique that can perform a centering operation only by forming a hole having a relatively small diameter, for example, a diameter of about 100 mm. What is necessary is to drill such small-diameter holes in rock using a small rock drill that can be handled by field workers. This is because the centering operation can be performed in a short time and at low cost, not only at a work site where a rock drill can be introduced but also at a work site where such a large rock drill cannot be introduced.

【0009】この発明は上記課題に鑑みなされたもので
あり、岩盤表面から所定の削孔形成方向に削孔が形成さ
れた岩盤に対し、その削孔の内壁面から前記岩盤表面に
向けて亀裂を与えて前記岩盤を割岩することができる小
型の割岩装置、および該装置を用いた心抜き工程を提供
することを目的とする。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned problem, and has been developed for a rock having a hole formed in a predetermined drilling direction from a rock surface, and a crack is formed from an inner wall surface of the hole toward the rock surface. It is an object of the present invention to provide a small-sized rock splitting device capable of splitting the rock mass by giving the rock, and a centering process using the device.

【0010】[0010]

【課題を解決するための手段】この発明にかかる割岩装
置は、岩盤表面から所定の削孔形成方向に削孔が形成さ
れた岩盤に対し、その削孔の内壁面から岩盤表面に向け
て亀裂を与えて岩盤を割岩する割岩装置であって、上記
目的を達成するため、削孔に挿入可能な鋼棒と、鋼棒の
先端側から後端側に向かうにしたがって外径が減少する
第1傾斜面を有し、その第1傾斜面を削孔の開口に向け
た状態で鋼棒の先端部に取り付けられた第1楔部材と、
鋼棒の先端側から後端側に向かうにしたがって外径が増
大する第2傾斜面を有し、その第2傾斜面を第1楔部材
に向けた状態で鋼棒に沿って移動自在となっている第2
楔部材と、削孔内で第1楔部材と第2楔部材との間に配
置され、その一方端面が第1傾斜面上をその傾斜方向に
沿って摺動可能となっている一方、その他方端部の一部
が当接部位として削孔の内壁面と当接するとともに、そ
の他方端部の他の部位が第2傾斜面と係合可能となって
いる可動片を少なくとも1つ以上有する可動手段と、鋼
棒を削孔形成方向に沿って駆動する駆動手段とを備え、
駆動手段により鋼棒を削孔から引抜く方向に移動させる
ことにより第1楔部材が前記引抜方向に移動するのに伴
って可動片が第1傾斜面に沿って摺動し、当接部位が引
抜方向と鋭角をなす方向で、かつ岩盤表面に向けて移動
して削孔の内壁面に圧力を与え、亀裂を岩盤に形成する
(請求項1)。
SUMMARY OF THE INVENTION The rock splitting apparatus according to the present invention is characterized in that a rock having a hole drilled from a rock surface in a predetermined drilling direction is cracked from an inner wall surface of the hole toward the rock surface. To achieve the above object, a steel rod which can be inserted into a drill hole, and a first device whose outer diameter decreases from the leading end to the trailing end of the steel rod. A first wedge member having an inclined surface, the first inclined surface being attached to the tip of the steel rod with the first inclined surface facing the opening of the drilling;
The steel rod has a second inclined surface whose outer diameter increases as it goes from the front end side to the rear end side, and is movable along the steel rod with the second inclined surface facing the first wedge member. Second
A wedge member, disposed between the first wedge member and the second wedge member within the hole, one end surface of which is slidable on the first inclined surface along the inclination direction; A part of the one end part is in contact with the inner wall surface of the hole as a contact part, and the other part of the other end part has at least one or more movable pieces that can be engaged with the second inclined surface. Movable means, comprising a driving means for driving the steel bar along the drilling direction,
When the first wedge member moves in the pulling-out direction by moving the steel rod in the pulling-out direction by the driving means, the movable piece slides along the first inclined surface, and the contact portion is moved. It moves in a direction at an acute angle to the drawing direction and toward the surface of the rock to apply pressure to the inner wall surface of the drill hole to form a crack in the rock (claim 1).

【0011】このように構成された発明では、削孔内に
おいて可動片の一方端側ではその一方端面が第1楔部材
の第1傾斜面上を摺動可能となっており、他方端側では
他方端部の当接部位が削孔の内壁面に当接するととも
に、他の部位が第2楔部材の第2傾斜面と係合してい
る。そして、駆動手段により鋼棒を引抜方向に移動させ
ることによって、第1楔部材が引抜方向に移動するのに
伴って可動片が第1傾斜面に沿って摺動し、当接部位が
引抜方向と鋭角をなす方向で、かつ岩盤表面に向けて移
動して削孔の内壁面に圧力を与え、亀裂を岩盤に形成す
る。このように予め削孔の周囲に岩盤表面に向かう亀裂
を形成しておくことで、削孔周囲の岩盤表面部分の破砕
を容易に行うことが可能となる。
[0011] According to the invention configured as described above, one end surface of the movable piece is slidable on the first inclined surface of the first wedge member at one end of the movable piece in the drilled hole, and is movable at the other end of the movable wedge member. The contact portion at the other end contacts the inner wall surface of the hole, and the other portion is engaged with the second inclined surface of the second wedge member. Then, by moving the steel bar in the pulling-out direction by the driving means, the movable piece slides along the first inclined surface with the movement of the first wedge member in the pulling-out direction, and the contact portion is moved in the pulling-out direction. It moves in a direction at an acute angle to the rock surface and applies pressure to the inner wall surface of the borehole to form a crack in the rock. By forming a crack toward the rock surface around the hole in advance in this way, it is possible to easily crush the rock surface portion around the hole.

【0012】また、この発明では、亀裂形成のために可
動片を移動させるのにあたって、可動片の移動を第1楔
部材と第2楔部材とで制御しているため、削孔の内壁面
近傍にて可動片の移動経路を制御するための特別の構成
(例えば特許第3117969号の発明では、中空状の
本体が相当する)を設ける必要がなくなり、装置の小型
化、特に削孔形成方向に対して直交する面内における装
置サイズの小型化が可能となる。
In the present invention, when the movable piece is moved to form a crack, the movement of the movable piece is controlled by the first wedge member and the second wedge member. It is not necessary to provide a special configuration for controlling the movement path of the movable piece (for example, in the invention of Japanese Patent No. 3117969, a hollow body is equivalent), so that the size of the apparatus can be reduced, particularly in the direction of drilling. The size of the apparatus can be reduced in a plane orthogonal to the plane.

【0013】ここで、第1傾斜面の形状については、鋼
棒の先端側から後端側に向かうにしたがって外径が減少
するという特徴を有する限り任意の形状とすることがで
きるが、特に第1傾斜面を半球面に仕上げるのが望まし
い(請求項2)。
Here, the shape of the first inclined surface can be any shape as long as it has a feature that the outer diameter decreases from the front end side to the rear end side of the steel rod. It is desirable to finish one inclined surface into a hemispherical surface (claim 2).

【0014】また、可動手段を複数の可動片で構成した
場合、これらの可動片を鋼棒を中心に放射状に配置する
ことで、削孔を中心とした略円錐状に岩盤表面部分を割
岩することができ、心抜き作業をさらに効率的に行うこ
とができる(請求項3)。
When the movable means is composed of a plurality of movable pieces, these movable pieces are arranged radially around a steel rod, thereby dividing the rock surface portion into a substantially conical shape centering on a drilled hole. The centering operation can be performed more efficiently (claim 3).

【0015】また、鋼棒に対して遊嵌されて、その先端
部が第2楔部材に当接する鋼管と、鋼棒に装着されて鋼
管を第2楔部材に向けて押し付けた状態で鋼管の後端部
と係合可能となっている固定部材とをさらに備えるよう
にしてもよい(請求項4)。この場合、第2楔部材の第
2傾斜面を可動片の他方端部と確実に係合させることが
できる。なお、鋼棒にネジが螺刻されている場合には、
固定部材を鋼棒に対して螺合されたナットで構成するこ
とができる(請求項5)。
[0015] Further, the steel pipe is loosely fitted to the steel rod and the tip end of the steel pipe is in contact with the second wedge member. The steel pipe is mounted on the steel rod and pressed against the second wedge member. The vehicle may further include a fixing member that is engageable with the rear end portion (claim 4). In this case, the second inclined surface of the second wedge member can be securely engaged with the other end of the movable piece. In addition, when the screw is screwed on the steel rod,
The fixing member may be constituted by a nut screwed to the steel rod (claim 5).

【0016】この発明にかかる心抜き工法は、請求項1
ないし3のいずれかに記載の割岩装置を用いた心抜き工
法であって、上記目的を達成するため、岩盤表面から所
定の削孔形成方向に削孔を形成する第1工程と、第1楔
部材が取り付けられた鋼棒の先端部を削孔内に挿入する
第2工程と、第2工程後に、削孔内で第1楔部材の第1
傾斜面上に可動片を配置する第3工程と、第3工程後
に、第2楔部材を鋼棒に沿って移動させて第2傾斜面を
可動片の他方端部に係合させる第4工程と、第4工程後
に、削孔形成方向に沿って鋼棒を削孔からの引抜方向に
移動させることにより第1楔部材を移動させて、当接部
位を鋼棒の引抜方向と鋭角をなす方向で、かつ岩盤表面
に向けて移動させることで削孔の内壁面に圧力を与え、
岩盤に亀裂を形成する第5工程と、第5工程後に、亀裂
が形成された岩盤表面部を破砕する第6工程とを備えて
いる(請求項6)。
The centering method according to the present invention is described in claim 1.
4. A core cutting method using the rock splitting device according to any one of claims 1 to 3, wherein in order to achieve the above object, a first step of forming a hole in a predetermined hole forming direction from a rock surface, and a first wedge A second step of inserting the tip of the steel rod to which the member is attached into the drilled hole, and after the second step, the first wedge member of the first wedge member is drilled in the drilled hole.
A third step of disposing the movable piece on the inclined surface, and a fourth step of moving the second wedge member along the steel bar to engage the second inclined surface with the other end of the movable piece after the third step. And, after the fourth step, the first wedge member is moved by moving the steel rod in the direction of withdrawal from the hole along the direction in which the hole is formed, so that the contact portion forms an acute angle with the direction of withdrawal of the steel rod. In the direction and toward the rock surface to apply pressure to the inner wall surface of the drilling,
A fifth step of forming a crack in the rock and a sixth step of crushing the cracked rock surface after the fifth step are provided (claim 6).

【0017】このように構成された発明では、第2ない
し第4工程によって削孔内において、可動片の一方端側
ではその一方端面が第1楔部材の第1傾斜面上を摺動可
能となっており、他方端側では他方端部の当接部位が削
孔の内壁面に当接するとともに、他の部位が第2楔部材
の第2傾斜面と係合している。そして、第5工程におい
て、鋼棒が削孔形成方向に沿って引抜方向に移動する
と、第1楔部材が引抜方向に移動するのに伴って可動片
が第1傾斜面に沿って摺動し、当接部位が鋼棒の引抜方
向と鋭角をなす方向で、かつ岩盤表面に向けて移動して
削孔の内壁面に圧力を与え、亀裂を岩盤に形成する。こ
のように予め削孔の周囲に岩盤表面に向かう亀裂を形成
しておくことで、削孔周囲の岩盤表面部分の破砕を容易
に行うことが可能となる。
According to the invention having such a configuration, the one end surface of the movable piece can slide on the first inclined surface of the first wedge member at one end side of the movable piece in the drilled hole in the second to fourth steps. On the other end side, the contact portion at the other end contacts the inner wall surface of the hole, and the other portion is engaged with the second inclined surface of the second wedge member. Then, in the fifth step, when the steel bar moves in the drawing direction along the hole forming direction, the movable piece slides along the first inclined surface as the first wedge member moves in the drawing direction. The contact portion moves in a direction that forms an acute angle with the direction in which the steel rod is pulled out, and moves toward the rock surface to apply pressure to the inner wall surface of the drill hole, thereby forming a crack in the rock. By forming a crack toward the rock surface around the hole in advance in this way, it is possible to easily crush the rock surface portion around the hole.

【0018】しかも、この割岩装置は上記したように小
型であるため、比較的小口径の削孔であっても削孔の周
囲に岩盤表面に向かう亀裂を形成することができ、心抜
き作業の汎用性を高めている。
Moreover, since the rock splitting apparatus is small as described above, a crack can be formed around the drilled hole toward the rock surface even if the drilled hole has a relatively small diameter. Increases versatility.

【0019】ここで、第4工程後で、かつ第5工程前
に、鋼棒に対して鋼管を遊嵌し、その鋼管先端部を第2
楔部材に当接させた後、鋼管を第2楔部材に向けて押し
付けることによって可動片を第2傾斜面に沿って削孔の
内壁面に向けて移動させ、当接部位を削孔の内壁面に密
接させた状態で、固定部材を鋼棒に固定するようにして
もよい(請求項7)。
Here, after the fourth step and before the fifth step, the steel pipe is loosely fitted to the steel rod, and the tip of the steel pipe is connected to the second pipe.
After making contact with the wedge member, the movable piece is moved toward the inner wall surface of the drill hole along the second inclined surface by pressing the steel pipe toward the second wedge member, and the abutting portion is formed inside the drill hole. The fixing member may be fixed to the steel bar in a state in which the fixing member is in close contact with the wall surface.

【0020】さらに、第5工程で、鋼棒を削孔からの引
抜方向に移動させると同時に、固定部材を第2楔部材に
向けて移動させて鋼管を第2楔部材に向けて押し付けて
もよい(請求項8)。
Further, in the fifth step, at the same time as the steel rod is moved in the direction of pulling out of the hole, the fixing member is moved toward the second wedge member and the steel pipe is pressed against the second wedge member. Good (claim 8).

【0021】[0021]

【発明の実施の形態】図1は、この発明にかかる割岩装
置の一の実施形態を示す図である。また、図2は図1の
割岩装置の部分構成を示す分解組立斜視図である。この
割岩装置は、岩盤表面RSから岩盤内部に向けて下方向
(+X)に形成された削孔1の内壁面11から岩盤表面
RSに向けて亀裂CRを与えて岩盤Rを割岩する装置で
ある。このように、この実施形態では下方向(+X)が
削孔形成方向となっている。
FIG. 1 is a diagram showing one embodiment of a rock splitting apparatus according to the present invention. FIG. 2 is an exploded perspective view showing a partial configuration of the rock splitting apparatus of FIG. This rock splitting device is a device that splits a rock R by giving a crack CR from the inner wall surface 11 of the drilled hole 1 formed downward (+ X) from the rock surface RS to the inside of the rock, toward the rock surface RS. . Thus, in this embodiment, the downward direction (+ X) is the drilling direction.

【0022】この割岩装置は、削孔1の内径よりも小さ
な外径を有し、その外周面にネジが螺刻された鋼棒2を
有している。この鋼棒2としては、一般的なPC鋼棒の
他、住友電工製の「総ネジPC鋼棒・ゲビンデスター
ブ」・「細径異形PC鋼棒・スミツイスト」や、神戸製
鋼所製の「高強度異形棒鋼・ネジコン」などを使用する
ことができる。
This rock splitting apparatus has an outer diameter smaller than the inner diameter of the borehole 1, and has a steel rod 2 on which an external thread is threaded. Examples of the steel rod 2 include a general PC steel rod, a “total screw PC steel rod / Gevin Destab” / “small diameter deformed PC steel rod / Sumitwist” manufactured by Sumitomo Electric Industries, and a Kobe Steel “ High-strength deformed steel bars / screw-containers ”can be used.

【0023】この鋼棒2の先端部には、削孔1の内径よ
りも若干小さな外径を有する鋼球よりなる第1楔部材3
が取り付けられている。より詳しくは、第1楔部材3に
貫通孔が形成されており、この貫通孔に鋼棒2の先端部
が挿通されている。そして、鋼棒2の最先端部にナット
41が螺合されており、ワッシャー42を介して第1楔
部材3を支持し、第1楔部材3が鋼棒2の先端部から落
下しないように取り付けている。もちろん、第1楔部材
3の貫通孔に雌ネジを螺刻して鋼棒2と螺合させたり、
第1楔部材3を溶接などにより鋼棒2に固着するように
してもよい。
A first wedge member 3 made of a steel ball having an outer diameter slightly smaller than the inner diameter of the hole 1 is provided at the tip of the steel rod 2.
Is attached. More specifically, a through hole is formed in the first wedge member 3, and the tip of the steel rod 2 is inserted into the through hole. A nut 41 is screwed into the foremost portion of the steel bar 2, supports the first wedge member 3 via a washer 42, and prevents the first wedge member 3 from dropping from the tip of the steel bar 2. Attached. Of course, a female screw is screwed into the through hole of the first wedge member 3 and screwed into the steel rod 2,
The first wedge member 3 may be fixed to the steel rod 2 by welding or the like.

【0024】この第1楔部材3の表面のうち削孔1の開
口を向いた上半分は、鋼棒2の先端側から後端側に向か
う方向(−X)に進むにしたがって外径が減少する半球
面(本発明の「第1傾斜面」に相当)31となってい
る。そして、この半球面31上に、鋼棒2を中心に放射
状に配置された3つの可動片51,51,51よりなる
可動ユニット5が設けられている。また、各可動片51
の一方端面511は上半球面31の曲率と同一曲率に仕
上げられており、上半球面31上をその傾斜面に沿って
摺動可能となっている。一方、各可動片51の他方端側
では、その他方端部の一部が当接部位512として削孔
1の内壁面11と当接するとともに、その他方端部の他
の部位が切欠部位513となっており、次に説明する第
2楔部材と係合可能となっている。
The outer half of the surface of the first wedge member 3 facing the opening of the drill hole 1 has an outer diameter that decreases in the direction (−X) from the front end to the rear end of the steel rod 2. (Corresponding to the “first inclined surface” of the present invention) 31. A movable unit 5 including three movable pieces 51, 51, 51 radially arranged around the steel bar 2 is provided on the hemisphere 31. In addition, each movable piece 51
The one end face 511 is finished to have the same curvature as the curvature of the upper hemisphere 31, and can slide on the upper hemisphere 31 along the inclined surface. On the other hand, on the other end side of each movable piece 51, a part of the other end portion is in contact with the inner wall surface 11 of the drill hole 1 as a contact portion 512, and another portion of the other end portion is in contact with the notch portion 513. And can be engaged with a second wedge member described below.

【0025】また、鋼棒2には、円錐台形状に仕上げら
れた第2楔部材6が遊嵌されている。この第2楔部材6
は、鋼棒2の先端側から後端側に向かう方向(−X)に
進むにしたがって外径が増大するテーパ面(本発明の
「第2傾斜面」に相当する)61を有し、そのテーパ面
61を第1楔部材3に向けた状態で鋼棒2に沿って移動
自在となっている。そして、この実施形態では、削孔形
成方向が下方向(+X)であるため、その自重により第
1楔部材3に向いて移動し、テーパ面61が各可動片5
1の切欠部位513に係合して下方移動が規制されてい
る。したがって、後で説明するようにして各可動片51
が削孔1の内壁面11側に移動して各切欠部位61同士
が相互に離間すると、その自重によって該離間動作に連
動してテーパ面61が各可動片51の切欠部位513と
係合しながら、第2楔部材6が下方移動していく。つま
り、可動片51は第2楔部材6により押え付けられなが
ら第1楔部材3の上半球面31上を摺動移動する。な
お、この実施形態では、可動片51が摺動する摺動面は
球面であるため、鋼棒2の引上に伴いこれらの切欠部位
513は、まるで花びらが開花する如くラッパ状に広が
っていくため、この動作を考慮してテーパ面61を設計
するのが望ましい。
A second wedge member 6 finished in a truncated cone shape is loosely fitted to the steel rod 2. This second wedge member 6
Has a tapered surface (corresponding to the “second inclined surface” of the present invention) 61 whose outer diameter increases as it advances in the direction (−X) from the front end side to the rear end side of the steel rod 2. The tapered surface 61 is movable along the steel rod 2 with the tapered surface 61 facing the first wedge member 3. In this embodiment, since the direction in which the hole is formed is downward (+ X), the hole moves toward the first wedge member 3 by its own weight, and the tapered surface 61 moves the movable piece 5.
The downward movement is restricted by engaging with the one notch portion 513. Therefore, as described later, each movable piece 51
Moves to the inner wall surface 11 side of the drilled hole 1 and the notched portions 61 are separated from each other, the tapered surface 61 engages with the notched portion 513 of each movable piece 51 in conjunction with the separating operation by its own weight. While the second wedge member 6 moves downward. That is, the movable piece 51 slides on the upper hemisphere 31 of the first wedge member 3 while being pressed by the second wedge member 6. In this embodiment, since the sliding surface on which the movable piece 51 slides is a spherical surface, these cutout portions 513 are spread in a trumpet shape as if the petals bloom as the steel rod 2 is pulled up. Therefore, it is desirable to design the tapered surface 61 in consideration of this operation.

【0026】第2楔部材6に続いて鋼棒2には、鋼管7
が遊嵌されており、その鋼管7の先端部が第2楔部材6
の(−X)方向側端面に当接している。また、鋼管7の
後端近傍に位置すようにナット8が鋼棒2に螺合されて
いる。このため、ナット8を(+X)方向に送り込んで
いくと、このナット8は鋼管7を第2楔部材6に向けて
押し付けた状態で鋼管7の後端部と係合する。
Following the second wedge member 6, the steel rod 2 has a steel pipe 7
Is loosely fitted, and the distal end of the steel pipe 7 is
(-X) side end surface. A nut 8 is screwed to the steel rod 2 so as to be located near the rear end of the steel pipe 7. For this reason, when the nut 8 is fed in the (+ X) direction, the nut 8 engages with the rear end of the steel pipe 7 while pressing the steel pipe 7 toward the second wedge member 6.

【0027】さらに、この実施形態では、鋼棒2を削孔
形成方向Xに沿って駆動するための駆動ユニット9が設
けられている。この駆動ユニット9は、図1に示すよう
に、油圧式の中空ジャッキ(例えば、株式会社大阪ジャ
ッキ製作所製のO.J.パワージャッキEC100H1
5)91と、この中空ジャッキ91を支持する支持機構
92とで構成されている。この支持機構92では、水平
支持部材921が複数本の油圧ジャッキ922によって
岩盤表面RSとほぼ平行な状態で支持されており、各油
圧ジャッキ922のピストンの伸縮量を調整することで
岩盤表面RSの凹凸にかかわらず水平支持部材921の
水平姿勢を容易に確保することができるようになってい
る。
Further, in this embodiment, a drive unit 9 for driving the steel bar 2 in the drilling direction X is provided. As shown in FIG. 1, the drive unit 9 includes a hydraulic hollow jack (for example, OJ Power Jack EC100H1 manufactured by Osaka Jack Co., Ltd.).
5) 91 and a support mechanism 92 for supporting the hollow jack 91. In this support mechanism 92, the horizontal support member 921 is supported in a state substantially parallel to the rock surface RS by a plurality of hydraulic jacks 922, and by adjusting the amount of expansion and contraction of the piston of each hydraulic jack 922, the height of the rock surface RS is adjusted. The horizontal posture of the horizontal support member 921 can be easily ensured regardless of the unevenness.

【0028】そして、この水平支持部材921に中空ジ
ャッキ91が取り付けられている。この中空ジャッキ9
1は鋼棒2の後端部に外挿されており、鋼棒2の後端側
からナット93を螺合させて中空ジャッキ91の可動部
911上面を締め付けている。このため、中空ジャッキ
91を駆動して鋼棒2を削孔1からの引抜方向(−X)
に移動させると、鋼棒2の先端部に取り付けられた第1
楔部材3が一体的に引抜方向(−X)に移動して削孔1
の内壁面11から岩盤表面RSに向けて亀裂CRが形成
される。
The hollow jack 91 is attached to the horizontal support member 921. This hollow jack 9
Numeral 1 is externally inserted into the rear end of the steel rod 2, and a nut 93 is screwed from the rear end of the steel rod 2 to tighten the upper surface of the movable portion 911 of the hollow jack 91. Therefore, the hollow jack 91 is driven to pull out the steel rod 2 from the drilled hole 1 (−X).
To the first rod attached to the tip of the steel rod 2.
The wedge member 3 moves integrally in the pulling-out direction (-X) to
A crack CR is formed from the inner wall surface 11 toward the rock surface RS.

【0029】次に、上記のように構成された割岩装置の
動作、ならびに同割岩装置を用いた心抜き作業手順につ
いて図面を参照しつつ説明する。
Next, the operation of the above-structured rock splitter and the procedure for centering using the rock splitter will be described with reference to the drawings.

【0030】まず最初に、削岩機を用いて岩盤表面RS
から岩盤内部に向けて下方向(+X)に削孔を形成す
る。そして、図2に示すように、第1楔部材3が取り付
けられた鋼棒2を削孔1内に挿入した後、第1楔部材3
の上半球面31上に3つの可動片51を鋼棒2を中心に
放射状に配置する。そして、第2楔部材6を鋼棒2に沿
って下方向(+X)に移動させてテーパ面61を各可動
片51の切欠部位513に係合させる。これによって、
各可動片51の当接部位512を削孔1の内壁面11に
当接させた状態で各可動片51を削孔1内で第2楔部材
6および第1楔部材3により姿勢制御している。そし
て、図3に示すように、この姿勢状態のまま鋼棒2を下
方向(+X)に降下させていき、当接部位512を所望
の深さ位置まで移動させる。つまり、当接部位512を
亀裂の起点予定位置に位置決めする。
First, a rock surface RS using a rock drill
A hole is formed in a downward direction (+ X) toward the inside of the rock. Then, as shown in FIG. 2, after inserting the steel rod 2 to which the first wedge member 3 is attached into the drilled hole 1,
The three movable pieces 51 are arranged radially around the steel bar 2 on the upper hemisphere 31 of the. Then, the second wedge member 6 is moved downward (+ X) along the steel bar 2 to engage the tapered surface 61 with the cutout portion 513 of each movable piece 51. by this,
The posture of each movable piece 51 is controlled by the second wedge member 6 and the first wedge member 3 in the hole 1 in a state where the contact portion 512 of each movable piece 51 is in contact with the inner wall surface 11 of the hole 1. I have. Then, as shown in FIG. 3, the steel rod 2 is lowered in the downward direction (+ X) in this posture state, and the contact part 512 is moved to a desired depth position. That is, the contact part 512 is positioned at the expected starting position of the crack.

【0031】それに続いて、図4に示すように、鋼棒2
に対して鋼管7を遊嵌し、その鋼管先端部を第2楔部材
6の上方端面に当接させた後、ナット8を(+X)方向
に送り込むことによって鋼管7で第2楔部材6を(+
X)方向に押し遣り、各可動片51をテーパ面61に沿
って削孔1の内壁面11に向けて移動させる。これによ
り、当接部位512が削孔1の内壁面11に密接するこ
ととなり、しかもナット8は鋼棒2に螺合固定されてい
るため、鋼棒2を外部から支えることなく装置各部を削
孔1に対してセットすることができる。
Subsequently, as shown in FIG.
After the steel pipe 7 is loosely fitted with the steel pipe 7 and the tip of the steel pipe 7 is brought into contact with the upper end face of the second wedge member 6, the nut 8 is fed in the (+ X) direction so that the second wedge member 6 is formed by the steel pipe 7. (+
In the direction X), each movable piece 51 is moved along the tapered surface 61 toward the inner wall surface 11 of the hole 1. As a result, the contact portion 512 comes into close contact with the inner wall surface 11 of the hole 1, and the nut 8 is screwed and fixed to the steel rod 2, so that each part of the apparatus is cut without supporting the steel rod 2 from outside. It can be set for the hole 1.

【0032】次に、図5に示すように、岩盤表面RS上
に支持機構92を組み立てた後、支持機構92の水平支
持部材921に中空ジャッキ91を取り付ける。このと
き、中空ジャッキ91を鋼棒2の後端部に外挿し、鋼棒
2の後端側からナット93を螺合させて中空ジャッキ9
1の可動部911上面を締め付けている。
Next, as shown in FIG. 5, after assembling the support mechanism 92 on the rock surface RS, the hollow jack 91 is attached to the horizontal support member 921 of the support mechanism 92. At this time, the hollow jack 91 is externally inserted into the rear end of the steel rod 2, and a nut 93 is screwed into the hollow jack 9 from the rear end of the steel rod 2.
The upper surface of the movable portion 911 is tightened.

【0033】このようにして割岩作業の準備が完了する
と、図1に示すように、中空ジャッキ91を駆動して鋼
棒2を引抜方向(−X)へ移動させて、鋼棒2の先端部
に取り付けられた第1楔部材3を一体的に引抜方向(−
X)に移動させる。すると、第1楔部材3の移動ととも
に各可動片51が引抜方向(−X)に移動しながら、第
1楔部材3の上半球面31上を傾斜方向に摺動すること
となり、各可動片51の当接部位512は鋼棒2の引抜
方向(−X)と鋭角θ、例えば30゜をなす方向で、か
つ岩盤表面RSに向けて移動して削孔1の内壁面11に
圧力を与えて亀裂CRを形成して岩盤Rを割岩する。特
に、この実施形態では、3本の可動片51を鋼棒2を中
心として放射状に配置しており、可動片51が放射状に
突出して亀裂CRも放射状に形成されるため、岩盤表面
部分のうち削孔1を中心とする倒立状で、しかも略円錐
状の部分rが岩盤Rから浮き上がった状態となる。つま
り、亀裂CRが相互につながり自由面が形成されること
となる。なお、以下の説明の便宜から、当該部分rを
「表面分離部分」と称する。
When the preparation for the rock splitting operation is completed in this way, as shown in FIG. 1, the hollow jack 91 is driven to move the steel rod 2 in the pulling-out direction (-X). Pulling out the first wedge member 3 attached to the
Move to X). Then, each movable piece 51 slides on the upper hemispherical surface 31 of the first wedge member 3 in the inclined direction while moving in the pulling-out direction (−X) with the movement of the first wedge member 3. The contact portion 512 of the hole 51 moves in a direction forming an acute angle θ, for example, 30 °, with the drawing direction (−X) of the steel bar 2 and toward the rock surface RS to apply pressure to the inner wall surface 11 of the drill hole 1. Crack CR to break the rock R. In particular, in this embodiment, the three movable pieces 51 are radially arranged around the steel bar 2, and the movable pieces 51 protrude radially and the cracks CR are also radially formed. An inverted and substantially conical portion r with the drilled hole 1 as the center is raised from the bedrock R. That is, the cracks CR are connected to each other to form a free surface. In addition, for convenience of the following description, the portion r is referred to as a “surface separation portion”.

【0034】上記のようにして岩盤表面部に自由面を形
成することで次に説明するようにして削孔1を拡張する
ことができる。もちろん、心抜き作業を行う上で完全な
自由面を形成することが必須というわけではなく、岩盤
表面部において削孔1の内壁面11から岩盤表面RSに
向かって亀裂CRが発生しているだけでも、次に説明す
る作業を行うことで削孔1の拡張が可能となる。
By forming a free surface on the rock surface as described above, the drilling 1 can be expanded as described below. Of course, it is not essential to form a completely free surface in performing the centering operation, and only a crack CR is generated from the inner wall surface 11 of the drilled hole 1 toward the rock surface RS at the rock surface. However, the drilling 1 can be expanded by performing the operation described below.

【0035】次に、図6に示すように、第2楔部材6お
よび鋼管7がナット8に対して下方向(+X)に相対的
に移動した分だけナット8を下方向(+X)に送り込
む。これによって、ナット8が鋼管7の後端部と当接
し、再び鋼管7で第2楔部材6を(+X)方向に押し付
けた状態に戻り、鋼棒2および第1楔部材3の降下を防
止することができる。そして、これに続いて、鋼棒2か
らナット93および中空ジャッキ91を取り外すととも
に、支持機構92も撤収する。こうして表面分離部分r
の表面を露出させた後、表面分離部分rを例えば特開平
8−105288号公報に記載されているような従来よ
り周知の割岩装置によって破砕除去する。こうして、図
7に示すように、表面分離部分rがそっくり除去されて
心抜き部分が拡張されて自由面が広がる。もちろん、こ
れをもって心抜き作業を完了してもよいのであるが、こ
の実施形態では、周知の割岩装置によって心抜き部分の
表面側をさらに広げた後、上記した心抜き作業を繰り返
して心抜き部分を拡張していく。こうすることで、より
大きな心抜き部分を形成することができる。
Next, as shown in FIG. 6, the nut 8 is fed downward (+ X) by an amount corresponding to the movement of the second wedge member 6 and the steel pipe 7 in the downward direction (+ X) with respect to the nut 8. . As a result, the nut 8 comes into contact with the rear end of the steel pipe 7, and the steel pipe 7 returns to the state where the second wedge member 6 is pressed again in the (+ X) direction, thereby preventing the steel rod 2 and the first wedge member 3 from descending. can do. Then, following this, the nut 93 and the hollow jack 91 are removed from the steel rod 2, and the support mechanism 92 is also withdrawn. Thus, the surface separation portion r
After the surface is exposed, the surface separation portion r is crushed and removed by a conventionally known rock splitter as described in, for example, JP-A-8-105288. In this way, as shown in FIG. 7, the surface separation part r is completely removed, the centering part is expanded, and the free surface is expanded. Of course, the centering operation may be completed with this. However, in this embodiment, after the surface side of the centering portion is further widened by a well-known splitting device, the above-described centering operation is repeated to remove the centering portion. To expand. By doing so, a larger centering portion can be formed.

【0036】以上のように、この実施形態によれば、各
可動片51の当接部位512を引抜方向(−X)と鋭角
をなす方向で、かつ岩盤表面RSに向けて移動させるこ
とによって削孔1の内壁面11に圧力を与え、亀裂CR
を岩盤Rに形成している。このように予め削孔1の周囲
に岩盤表面RSに向かう亀裂CRを形成しておくこと
で、削孔1の周囲の岩盤表面部分の破砕を容易に行うこ
とが可能となる。特に、この実施形態のように、割岩作
業によって自由面を形成し、岩盤Rから表面分離部分r
が浮き上がるように破砕しておくことで、その表面分離
部分rの破砕を容易に、しかも効率良く行うことがで
き、心抜きの作業時間を大幅に短縮するとともに、騒音
も低減することができる。
As described above, according to this embodiment, the contact portion 512 of each movable piece 51 is cut by moving the contact portion 512 at an acute angle to the drawing direction (-X) and toward the rock surface RS. A pressure is applied to the inner wall surface 11 of the hole 1 to generate a crack CR.
Is formed on the bedrock R. By forming the crack CR toward the rock surface RS around the drill hole 1 in advance in this way, it is possible to easily crush the rock surface portion around the drill hole 1. In particular, as in this embodiment, a free surface is formed by a rock splitting operation, and a surface separation portion r
By crushing so that the surface rises, the crushing of the surface separation portion r can be performed easily and efficiently, and the work time for centering can be significantly reduced, and the noise can be reduced.

【0037】しかも、この実施形態では、亀裂形成のた
めに可動片51を移動させるのにあたって、各可動片5
1の移動を第2楔部材6と第1楔部材3とで制御してい
るため、削孔1の内壁面11近傍にて可動片51の移動
経路を制御するための特別の構成(例えば特許第311
7969号の発明では、中空状の本体が相当する)を設
ける必要がなくなり、装置の小型化、特に削孔形成方向
Xに対して直交する面内における装置サイズの小型化が
可能となる。その結果、比較的小口径の削孔1であって
も削孔1の周囲に岩盤表面RSに向かう亀裂CRを形成
することができ、心抜き作業の汎用性を高めることがで
きる。
Moreover, in this embodiment, when moving the movable piece 51 to form a crack, each movable piece 5
Since the movement of the movable piece 51 is controlled by the second wedge member 6 and the first wedge member 3, a special configuration for controlling the movement path of the movable piece 51 in the vicinity of the inner wall surface 11 of the hole 1 (for example, see Patent 311
In the invention of No. 7969, there is no need to provide a hollow main body), so that the size of the device can be reduced, particularly, the size of the device in a plane orthogonal to the drilling direction X can be reduced. As a result, even if the borehole 1 has a relatively small diameter, a crack CR toward the rock surface RS can be formed around the borehole 1 and the versatility of the centering operation can be improved.

【0038】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、3つの可動片51を鋼
棒2を中心に放射状に配置しているが、可動片51の個
数および配置形態はこれに限定されるものではなく、任
意である。特に、上記実施形態では可動片51を鋼棒2
を取り囲むように配置しているため、上記心抜き作業を
実行することによって削孔1を同心円状に拡張している
が、例えば図8に示すように2つの可動片51,51を
鋼棒2を挟んで対向配置した割岩装置を用い、上記実施
形態と同様にして心抜き作業を実行することにより削孔
1を可動片51の配列方向Yに選択的に拡張することが
できる。
The present invention is not limited to the above-described embodiment, and various changes other than those described above can be made without departing from the gist of the present invention. For example, in the above embodiment, the three movable pieces 51 are radially arranged around the steel bar 2, but the number and arrangement of the movable pieces 51 are not limited to this, and are arbitrary. In particular, in the above embodiment, the movable piece 51 is
, The drilling 1 is expanded concentrically by executing the above-mentioned centering work. For example, as shown in FIG. The drilling device 1 can be selectively expanded in the arrangement direction Y of the movable pieces 51 by performing a centering operation in the same manner as in the above-described embodiment using the rock splitters opposed to each other.

【0039】また、上記実施形態では、第1楔部材3を
鋼球で構成しているが、例えば半球面体で構成し、その
球面を本発明の「第1傾斜面」として削孔1の開口に向
けた状態で鋼棒2の先端部に取り付けるようにしてもよ
い。また、第1傾斜面を球面とすることは本発明の必須
構成要件ではなく、鋼棒2の先端側から後端側に向かう
方向(−X)に進むにしたがって外径が減少する傾斜面
であればよく、例えば円錐状や円錐台状の金属部材によ
って第1楔部材3を構成するようにしてもよい。
In the above embodiment, the first wedge member 3 is formed of a steel ball. However, the first wedge member 3 is formed of, for example, a hemispherical body, and the spherical surface is defined as the “first inclined surface” of the present invention. May be attached to the tip of the steel rod 2 in a state of facing. It is not an essential component of the present invention that the first inclined surface is a spherical surface. The outer surface of the steel rod 2 has an outer diameter that decreases as it goes in the direction (−X) from the front end to the rear end. For example, the first wedge member 3 may be constituted by a conical or frustoconical metal member.

【0040】また、上記実施形態では、可動片51の当
接部位512が鋼棒2の引抜方向(−X)と30゜をな
す方向に移動させているが、この角度θはこれに限定さ
れるものではなく、例えば、この角度θを変化させるこ
とにより、亀裂の形成方向を変化させることができる。
こうすることで、心抜き作業により形成される大径部の
径を変化させることができる。
In the above embodiment, the contact portion 512 of the movable piece 51 is moved in a direction at an angle of 30 ° with the drawing direction (-X) of the steel rod 2, but the angle θ is not limited to this. However, for example, by changing the angle θ, the direction in which the crack is formed can be changed.
By doing so, the diameter of the large-diameter portion formed by the centering operation can be changed.

【0041】また、上記実施形態では、鋼棒2を方向X
に駆動するための駆動源として油圧式の中空ジャッキ9
1を用いているが、これ以外の駆動源や駆動機構などを
用いてもよいことはいうまでもない。
In the above embodiment, the steel rod 2 is moved in the direction X.
Hydraulic hollow jack 9 as a drive source for
However, it is needless to say that other drive sources and drive mechanisms may be used.

【0042】また、上記実施形態では、鋼棒2を引抜方
向(−X)へ移動させて岩盤Rに亀裂CRを形成した後
にナット8を下方向(+X)に送り込みナット8を鋼管
7の後端部と当接させて再び鋼管7で第2楔部材6を
(+X)方向に押し付けているが、このように第2楔部
材6を(+X)方向に押し付ける機構、つまり鋼管7お
よびナット8は岩盤Rに亀裂CRを形成する上での必須
構成要件ではなく、任意の構成要件である。ただし、鋼
管7およびナット8を設けることによって上述したよう
に当接部位512を亀裂の起点予定位置に位置決めた状
態で鋼棒2を外部から支えることなく装置各部を削孔1
に対してセットすることができ、作業性の向上を図るこ
とができる。
In the above embodiment, the steel rod 2 is moved in the pulling direction (-X) to form a crack CR in the rock R, and then the nut 8 is fed downward (+ X) and the nut 8 is moved to the rear of the steel pipe 7. The second wedge member 6 is pressed again in the (+ X) direction by the steel pipe 7 while being in contact with the end portion. The mechanism for pressing the second wedge member 6 in the (+ X) direction in this way, that is, the steel pipe 7 and the nut 8 Is not an essential component for forming the crack CR in the bedrock R, but an optional component. However, by providing the steel pipe 7 and the nut 8 as described above, the respective portions of the apparatus are drilled without supporting the steel rod 2 from the outside in a state where the contact portion 512 is positioned at the expected starting position of the crack.
Can be set with respect to, and workability can be improved.

【0043】また、ナット8を送りこんで鋼管7で第2
楔部材6を(+X)方向に押し付ける工程については、
鋼棒2を引抜方向(−X)へ移動させながら同時にナッ
ト8を下方向(+X)に送り込み、常時鋼管7によって
第2楔部材6を(+X)方向に押し付けるようにしても
よい。こうすることで、第2楔部材6のテーパ面61を
可動片51の切欠部位513に確実に係合させることが
できる。また、削孔形成方向Xが下向き以外に形成され
ている場合には、上記実施形態と異なり自重によって第
2楔部材6を第1楔部材3側に移動させることが難しく
なるが、引抜方向(−X)への鋼棒2の移動と、削孔形
成方向(+X)へのナット8の送り込みとを同時に行う
ことによって上記実施形態と同様の作用効果を得ること
ができる。つまり、この発明によれば、削孔形成方向X
が下向きに限定されず、岩盤表面RSから任意の削孔形
成方向Xに削孔1が形成された岩盤Rに対し、その削孔
1の内壁面11から岩盤表面RSに向けて亀裂を与えて
岩盤Rを割岩することができる。
Further, the nut 8 is fed in and the second
For the step of pressing the wedge member 6 in the (+ X) direction,
The nut 8 may be fed downward (+ X) at the same time as the steel rod 2 is moved in the pulling direction (−X), and the second wedge member 6 may be constantly pressed in the (+ X) direction by the steel pipe 7. By doing so, the tapered surface 61 of the second wedge member 6 can be reliably engaged with the cutout portion 513 of the movable piece 51. Further, when the drilling direction X is formed in a direction other than downward, unlike the above embodiment, it is difficult to move the second wedge member 6 toward the first wedge member 3 by its own weight. By simultaneously performing the movement of the steel bar 2 in the direction (−X) and the feeding of the nut 8 in the drilling direction (+ X), the same operation and effect as in the above embodiment can be obtained. That is, according to the present invention, the drilling direction X
Is not limited to the downward direction, and a crack is given from the inner wall surface 11 of the drilling 1 toward the rock surface RS to the rock R in which the drilling 1 is formed in the arbitrary drilling direction X from the rock surface RS. The bedrock R can be split.

【0044】[0044]

【発明の効果】以上のように、この発明では、削孔内に
おいて可動片の一方端側ではその一方端面が第1楔部材
の第1傾斜面上を摺動可能となっており、他方端側では
他方端部の当接部位が削孔の内壁面に当接するととも
に、他の部位が第2楔部材の第2傾斜面と係合させてい
る一方、鋼棒を引抜方向に移動させることによって、第
1楔部材が引抜方向に移動するのに伴って可動片が第1
傾斜面に沿って摺動し、当接部位が引抜方向と鋭角をな
す方向で、かつ岩盤表面に向けて移動して削孔の内壁面
に圧力を与え、亀裂を岩盤に形成するように構成してい
る。このように、この発明によれば、亀裂形成のために
可動片を移動させるのにあたって、可動片の移動を第2
楔部材と第1楔部材とで制御しているので、削孔の内壁
面近傍にて可動片の移動経路を制御するための特別の構
成(例えば特許第3117969号の発明では、中空状
の本体が相当する)を設ける必要がなくなり、削孔形成
方向に対して直交する面内における装置サイズを小さく
することができ、割岩装置を小型化することができる。
As described above, according to the present invention, one end surface of the movable piece is slidable on the first inclined surface of the first wedge member at one end side of the movable piece in the hole, and the other end is provided. On the side, while the contact portion at the other end contacts the inner wall surface of the drill hole, and the other portion is engaged with the second inclined surface of the second wedge member, the steel rod is moved in the pulling direction. As a result, as the first wedge member moves in the pulling-out direction, the movable piece
Sliding along the inclined surface, the contact part moves in the direction that forms an acute angle with the drawing direction, and moves toward the rock surface to apply pressure to the inner wall surface of the drill hole and form a crack in the rock surface are doing. As described above, according to the present invention, when the movable piece is moved to form a crack, the movement of the movable piece is controlled by the second movement.
Since the control is performed by the wedge member and the first wedge member, a special configuration for controlling the movement path of the movable piece near the inner wall surface of the hole (for example, in the invention of Japanese Patent No. 3117969, the hollow main body is used) Need not be provided), the device size in a plane perpendicular to the drilling direction can be reduced, and the rock splitting device can be downsized.

【0045】また、このような小型の割岩装置を用いて
心抜き工程を実行することによって、比較的小口径の削
孔であっても削孔の周囲に岩盤表面に向かう亀裂を形成
することができる。
Further, by performing the centering process using such a small rock splitter, it is possible to form a crack toward the rock surface around a drilled hole even if the hole is relatively small in diameter. it can.

【図面の簡単な説明】[Brief description of the drawings]

【図1】この発明にかかる割岩装置の一の実施形態を示
す図である。
FIG. 1 is a diagram showing one embodiment of a rock splitting apparatus according to the present invention.

【図2】図1の割岩装置の部分構成を示す分解組立斜視
図である。
FIG. 2 is an exploded perspective view showing a partial configuration of the rock splitter of FIG.

【図3】図1の割岩装置の動作および該装置を用いた心
抜き作業を説明するための図である。
FIG. 3 is a diagram for explaining the operation of the rock splitting device of FIG. 1 and a centering operation using the device.

【図4】図1の割岩装置の動作および該装置を用いた心
抜き作業を説明するための図である。
FIG. 4 is a diagram for explaining the operation of the rock splitting device of FIG. 1 and a centering operation using the device.

【図5】図1の割岩装置の動作および該装置を用いた心
抜き作業を説明するための図である。
FIG. 5 is a view for explaining the operation of the split rock apparatus of FIG. 1 and a centering operation using the apparatus.

【図6】図1の割岩装置の動作および該装置を用いた心
抜き作業を説明するための図である。
FIG. 6 is a diagram for explaining the operation of the rock splitting device of FIG. 1 and a centering operation using the device.

【図7】図1の割岩装置の動作および該装置を用いた心
抜き作業を説明するための図である。
FIG. 7 is a view for explaining the operation of the rock splitting device shown in FIG. 1 and a centering operation using the device.

【図8】この発明にかかる割岩装置の他の実施形態を示
す図である。
FIG. 8 is a view showing another embodiment of the rock splitting apparatus according to the present invention.

【符号の説明】[Explanation of symbols]

1…削孔 2…鋼棒 3…第1楔部材 5…可動ユニット(可動手段) 6…第2楔部材 7…鋼管 8…ナット(固定部材) 9…駆動ユニット(駆動手段) 11…(削孔の)内壁面 31…上半球面(第1傾斜面) 51…可動片 61…テーパ面(第2傾斜面) 511…(可動片の)一方端面 512…(可動片の)当接部位 513…切欠部位(他の部位) CR…亀裂 R…岩盤 RS…岩盤表面 X…削孔形成方向 −X…(鋼棒の)引抜方向 DESCRIPTION OF SYMBOLS 1 ... Drilled hole 2 ... Steel rod 3 ... 1st wedge member 5 ... Movable unit (movable means) 6 ... 2nd wedge member 7 ... Steel pipe 8 ... Nut (fixed member) 9 ... Drive unit (drive means) 11 ... Inner wall surface 31 of the hole 31 Upper semispherical surface (first inclined surface) 51 Movable piece 61 Tapered surface (second inclined surface) 511 One end face (of the movable piece) 512 ... Contact portion 513 (of the movable piece) … Notch part (other part) CR… Crack R… Rock rock… RS rock surface X… Drilling direction −X… Pull-out direction (of steel bar)

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 岩盤表面から所定の削孔形成方向に削孔
が形成された岩盤に対し、その削孔の内壁面から前記岩
盤表面に向けて亀裂を与えて前記岩盤を割岩する割岩装
置であって、 前記削孔に挿入可能な鋼棒と、 前記鋼棒の先端側から後端側に向かうにしたがって外径
が減少する第1傾斜面を有し、その第1傾斜面を前記削
孔の開口に向けた状態で前記鋼棒の先端部に取り付けら
れた第1楔部材と、 前記鋼棒の先端側から後端側に向かうにしたがって外径
が増大する第2傾斜面を有し、その第2傾斜面を前記第
1楔部材に向けた状態で前記鋼棒に沿って移動自在とな
っている第2楔部材と、 前記削孔内で前記第1楔部材と前記第2楔部材との間に
配置され、その一方端面が前記第1傾斜面上をその傾斜
方向に沿って摺動可能となっている一方、その他方端部
の一部が当接部位として前記削孔の内壁面と当接すると
ともに、その他方端部の他の部位が前記第2傾斜面と係
合可能となっている可動片を少なくとも1つ以上有する
可動手段と、 前記鋼棒を前記削孔形成方向に沿って駆動する駆動手段
とを備え、 前記駆動手段により前記鋼棒を前記削孔から引抜く方向
に移動させることにより前記第1楔部材が前記引抜方向
に移動するのに伴って前記可動片が前記第1傾斜面に沿
って摺動し、前記当接部位が前記引抜方向と鋭角をなす
方向で、かつ前記岩盤表面に向けて移動して前記削孔の
内壁面に圧力を与え、前記亀裂を前記岩盤に形成するこ
とを特徴とする割岩装置。
Claims: 1. A rock cutting device for cracking a rock formed by drilling from a rock surface in a predetermined drilling direction in a predetermined drilling direction from an inner wall surface of the drill toward the rock surface and breaking the rock. A steel rod that can be inserted into the hole, and a first inclined surface having an outer diameter that decreases from a front end side to a rear end side of the steel rod, and the first inclined surface is formed by the hole. A first wedge member attached to the distal end of the steel bar in a state facing the opening of the steel bar, and a second inclined surface whose outer diameter increases from the distal end side to the rear end side of the steel rod, A second wedge member movable along the steel bar with the second inclined surface facing the first wedge member; and the first wedge member and the second wedge member within the borehole. One end surface of which is slidable on the first inclined surface along the inclination direction. At least a movable piece in which a part of the other end is in contact with the inner wall surface of the hole as a contact part, and another part of the other end is engageable with the second inclined surface. A driving means for driving the steel bar along the drilling direction, wherein the driving means moves the steel rod in a direction to pull out the drilling hole from the drilling hole. As the one wedge member moves in the pulling-out direction, the movable piece slides along the first inclined surface, and the abutting portion is in a direction making an acute angle with the pulling-out direction, and on the rock surface. A rock cracking device, wherein the crack is formed in the bedrock by moving toward the inner surface of the borehole to apply pressure.
【請求項2】 前記第1傾斜面が半球面となっている請
求項1記載の割岩装置。
2. The rock splitting device according to claim 1, wherein the first inclined surface is a hemispherical surface.
【請求項3】 前記可動手段は複数の可動片で構成され
ており、これらの可動片は前記鋼棒を中心に放射状に配
置されている請求項1または2記載の割岩装置。
3. The rock splitting apparatus according to claim 1, wherein the movable means is composed of a plurality of movable pieces, and these movable pieces are radially arranged around the steel bar.
【請求項4】 前記鋼棒に対して遊嵌されて、その先端
部が前記第2楔部材に当接する鋼管と、 前記鋼棒に装着されて前記鋼管を前記第2楔部材に向け
て押し付けた状態で前記鋼管の後端部と係合可能となっ
ている固定部材とをさらに備えた請求項1ないし3のい
ずれかに記載の割岩装置。
4. A steel pipe which is loosely fitted to the steel rod and whose tip end abuts on the second wedge member, and which is mounted on the steel rod and presses the steel pipe against the second wedge member. The rock splitting device according to any one of claims 1 to 3, further comprising: a fixing member that can be engaged with a rear end of the steel pipe in a folded state.
【請求項5】 前記鋼棒にはネジが螺刻されており、前
記固定部材は前記鋼棒に対して螺合されたナットで構成
されている請求項4記載の割岩装置。
5. The rock splitting device according to claim 4, wherein a screw is screwed into the steel rod, and the fixing member is formed of a nut screwed to the steel rod.
【請求項6】 請求項1ないし3のいずれかに記載の割
岩装置を用いた心抜き工法であって、 岩盤表面から所定の削孔形成方向に削孔を形成する第1
工程と、 前記第1楔部材が取り付けられた前記鋼棒の先端部を前
記削孔内に挿入する第2工程と、 前記第2工程後に、前記削孔内で前記第1楔部材の第1
傾斜面上に前記可動片を配置する第3工程と、 前記第3工程後に、前記第2楔部材を前記鋼棒に沿って
移動させて前記第2傾斜面を前記可動片の他方端部に係
合させる第4工程と、 前記第4工程後に、前記削孔形成方向に沿って前記鋼棒
を前記削孔からの引抜方向に移動させることにより前記
第1楔部材を移動させて、前記当接部位を前記鋼棒の前
記引抜方向と鋭角をなす方向で、かつ前記岩盤表面に向
けて移動させることで前記削孔の内壁面に圧力を与え、
前記岩盤に亀裂を形成する第5工程と、 前記第5工程後に、前記亀裂が形成された岩盤表面部を
破砕する第6工程とを備えたことを特徴とする心抜き工
法。
6. A core cutting method using the rock splitting device according to claim 1, wherein a first hole is formed from a rock surface in a predetermined hole forming direction.
A second step of inserting a tip end of the steel rod, to which the first wedge member is attached, into the hole, and a first step of the first wedge member in the hole after the second step.
A third step of disposing the movable piece on the inclined surface; and after the third step, moving the second wedge member along the steel bar to move the second inclined surface to the other end of the movable piece. A fourth step of engaging, and after the fourth step, the first wedge member is moved by moving the steel rod in a direction of pulling out of the hole along the hole forming direction, thereby moving the first wedge member. Applying pressure to the inner wall surface of the drilled hole by moving the contact portion in a direction at an acute angle with the drawing direction of the steel bar and toward the rock surface,
A centering method, comprising: a fifth step of forming a crack in the rock, and a sixth step of crushing the rock surface portion where the crack has been formed after the fifth step.
【請求項7】 前記割岩装置は、前記鋼棒に対して遊嵌
されて、その先端部が前記第2楔部材に当接する鋼管
と、前記鋼棒に装着されて前記鋼管を前記第2楔部材に
向けて押し付けた状態で前記鋼管の後端部と係合可能と
なっている固定部材とをさらに備えており、 前記第4工程後で、かつ前記第5工程前に、前記鋼棒に
対して前記鋼管を遊嵌し、その鋼管先端部を前記第2楔
部材に当接させた後、前記鋼管を前記第2楔部材に向け
て押し付けることによって前記可動片を前記第2傾斜面
に沿って前記削孔の内壁面に向けて移動させ、前記当接
部位を前記削孔の内壁面に密接させた状態で、前記固定
部材を前記鋼棒に固定する請求項6記載の心抜き工法。
7. The split rock device is loosely fitted to the steel rod, a tip of which is in contact with the second wedge member, and a steel pipe mounted on the steel rod to attach the steel pipe to the second wedge. A fixing member that can be engaged with a rear end of the steel pipe in a state where the steel rod is pressed toward the member, and after the fourth step and before the fifth step, After loosely fitting the steel pipe against the steel pipe and bringing the tip of the steel pipe into contact with the second wedge member, the movable piece is pressed against the second inclined surface by pressing the steel pipe against the second wedge member. 7. The centering method according to claim 6, wherein the fixing member is fixed to the steel bar in a state in which the contact portion is moved closely along the inner wall surface of the drill hole so that the abutting portion is in close contact with the inner wall surface of the drill hole. .
【請求項8】 前記第5工程では、前記鋼棒を前記引抜
方向に移動させると同時に、前記固定部材を前記第2楔
部材に向けて移動させて前記鋼管を前記第2楔部材に向
けて押し付ける請求項7記載の心抜き工法。
8. In the fifth step, the steel rod is moved in the pulling-out direction, and at the same time, the fixing member is moved toward the second wedge member to move the steel pipe toward the second wedge member. The centering method according to claim 7, wherein the pressing is performed.
JP2001078156A 2001-03-19 2001-03-19 Split rock device and centering method using the device Expired - Lifetime JP3197548B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001078156A JP3197548B1 (en) 2001-03-19 2001-03-19 Split rock device and centering method using the device

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JP3197548B1 JP3197548B1 (en) 2001-08-13
JP2002276278A true JP2002276278A (en) 2002-09-25

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ID=18934809

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101066296B1 (en) 2010-11-17 2011-09-20 전우식 Rock cutting method using boring lid
CN113188864A (en) * 2021-04-23 2021-07-30 贵州大学 Cutting device for manufacturing fractured rock test piece and machining method

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113090261B (en) * 2021-04-14 2022-03-15 中钢集团马鞍山矿山研究总院股份有限公司 Novel method for mechanical rock breaking based on tensile and shear stress
CN113090262B (en) * 2021-04-14 2022-03-15 中钢集团马鞍山矿山研究总院股份有限公司 Movable tensile-shear stress rock breaking equipment system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101066296B1 (en) 2010-11-17 2011-09-20 전우식 Rock cutting method using boring lid
CN113188864A (en) * 2021-04-23 2021-07-30 贵州大学 Cutting device for manufacturing fractured rock test piece and machining method
CN113188864B (en) * 2021-04-23 2022-05-24 贵州大学 Cutting device for manufacturing fractured rock test piece and machining method

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