JPH076343B2 - Soft rock drilling device and drilling method using the same - Google Patents
Soft rock drilling device and drilling method using the sameInfo
- Publication number
- JPH076343B2 JPH076343B2 JP1257769A JP25776989A JPH076343B2 JP H076343 B2 JPH076343 B2 JP H076343B2 JP 1257769 A JP1257769 A JP 1257769A JP 25776989 A JP25776989 A JP 25776989A JP H076343 B2 JPH076343 B2 JP H076343B2
- Authority
- JP
- Japan
- Prior art keywords
- head
- hole
- bit
- bit head
- joint
- 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.)
- Expired - Lifetime
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- Earth Drilling (AREA)
- Drilling And Exploitation, And Mining Machines And Methods (AREA)
Description
本発明は、削岩機を使用して軟岩に、火薬装填孔、ロッ
クボルト孔あるいはアンカーボルト孔等各種の孔を穿孔
するのに使用する装置とその穿孔方法に関する。TECHNICAL FIELD The present invention relates to an apparatus used for boring various holes such as a gunpowder loading hole, a lock bolt hole, or an anchor bolt hole in a soft rock using a rock drilling machine and a boring method thereof.
一般に、削岩機による穿孔作業において、くり粉を孔外
に排出しかつ粉塵の発生を防止するために水を使用する
場合、その水の使用量は毎分30〜60l(水圧約3kg/cm2)
に達するが、この大量の水を使用できるのは、亀裂が少
なく、かつ、水によって汚泥化しない地山性質のところ
に限られる。 また、軟岩に上記各種の孔を穿孔するとき、くり粉を排
出するために圧縮空気、水あるいはこれらの混合体等の
圧力流体を使用しているが、その軟岩の具体的性状によ
っては、孔壁が自立しない場合があり、特に大量の水を
使ってする穿孔方法は欠点が多い。 本発明の目的は、軟岩の穿孔においてくり粉の排出を行
いながら同時に孔壁を保護安定させ上記欠点を解消する
ことにある。Generally, in drilling work with a rock drill, when water is used to discharge the dust and to prevent the generation of dust, the amount of water used is 30 to 60 liters per minute (water pressure of about 3 kg / cm 2 )
However, this large amount of water can be used only for rocks that have few cracks and do not become sludge by water. When drilling the above-mentioned various holes in soft rock, compressed fluid such as compressed air, water, or a mixture of these is used to discharge the dust, depending on the specific properties of the soft rock. Sometimes the wall is not self-supporting, and the perforation method using a large amount of water has many drawbacks. An object of the present invention is to eliminate the above-mentioned drawbacks by discharging the dust in the drilling of soft rock and simultaneously protecting and stabilizing the pore wall.
本発明軟岩穿孔装置の構成は次のとおりである。 削岩機aのスイベルジョイント3に接続した送気管2に
孔壁安定液供給装置bを接続している。 上記削岩機aのロッド8の先端には、ビット頭部9と胴
部10と継手部11とからなるビットcを螺合している。 上記ビット頭部9は、前端面からチップ12の埋め込み底
部付近までの比較的短い長さでありかつ外周に比較的深
くしかも幅広の頭部凹処13を有するとともにその頭部凹
処13に噴出孔9′を穿っている。 胴部10は外周面を上記ビット頭部9に比べて径細にして
いる。 継手部11は、軸線方向長さをビット頭部9のそれより短
くするとともに外径をビット頭部9の外径より小さくす
るが上記胴部10の外径よりは大きくしかつその外周面に
比較的浅く幅広の継手部凹処14とランド部15とを交互に
形成している。 本発明軟岩穿孔方法の構成は、上記構成の装置の噴出孔
9′から孔壁安定液混入圧縮空気を噴出させ、その孔壁
安定液混入圧縮空気にくり粉が混合してできる混合懸濁
物を孔壁に塗り込めるとともに、余分な混合懸濁物を後
続の孔壁安定液混入圧縮空気の作用によって孔外へ排出
しながら穿孔することを内容とする。 その孔壁安定液としては、ベントナイト溶液等の軟岩を
安定させる粘性あるいは化学的性質を有するもであるこ
とが好ましい。The structure of the soft rock drilling device of the present invention is as follows. The hole wall stabilizing liquid supply device b is connected to the air supply pipe 2 connected to the swivel joint 3 of the rock drilling machine a. A bit c including a bit head portion 9, a body portion 10 and a joint portion 11 is screwed onto the tip of the rod 8 of the rock drilling machine a. The bit head 9 has a relatively short length from the front end surface to the vicinity of the embedded bottom of the chip 12, has a relatively deep and wide head recess 13 on the outer periphery, and ejects into the head recess 13. It has a hole 9 '. The outer peripheral surface of the body portion 10 has a diameter smaller than that of the bit head portion 9. The joint portion 11 has an axial length shorter than that of the bit head portion 9 and an outer diameter smaller than the outer diameter of the bit head portion 9 but larger than the outer diameter of the body portion 10 and has an outer peripheral surface. Relatively shallow and wide joint recesses 14 and lands 15 are alternately formed. The soft rock piercing method of the present invention has a structure in which compressed air mixed with hole wall stabilizing liquid is ejected from the ejection hole 9'of the apparatus having the above-mentioned structure, and a reconstituted powder is mixed with the hole wall stabilizing liquid mixed compressed air. Is applied to the pore walls, and the excess mixed suspension is perforated while being discharged to the outside of the pores by the action of the compressed air mixed with the stable pore wall stabilizing liquid. The pore wall stabilizing liquid preferably has viscosity or chemical properties that stabilize soft rock such as bentonite solution.
ベントナイト溶液等の軟岩を安定させる粘性あるいは化
学的性質を有する孔壁安定液混入圧縮空気にくり粉が混
合してできる混合懸濁物を孔壁に塗り込めることによ
り、当該軟岩の性状の如何にかかわらず孔壁を保護安定
させながら能率的に穿孔できるとともに、孔外へ排出さ
れるくり粉を含む余分な混合懸濁物は、上記孔壁安定液
の作用によって粉塵を発生しない。 従来のように大量の水を使用する必要がないので、周辺
路盤を軟弱化することも非常に少なくなり、環境及び使
用機器に悪影響を与えることがない。Porosity wall stabilizing liquid having a viscosity or chemical property that stabilizes soft rock such as bentonite solution. By mixing the mixed suspension formed by mixing starch with compressed air into the pore wall, the properties of the soft rock can be determined. In spite of this, it is possible to efficiently perforate while protecting and stabilizing the pore wall, and the excess mixed suspension containing starch powder discharged to the outside of the pore does not generate dust due to the action of the pore wall stabilizing liquid. Since it is not necessary to use a large amount of water as in the conventional case, the peripheral roadbed is also less softened, and the environment and the equipment used are not adversely affected.
以下図示の実施例について詳しく述べる。 aは削岩機、1は当該工事現場で種々の作業機械のため
に用意されているコンプレッサー等の圧縮空気供給源
で、基端をその圧縮空気供給源1に接続した送気管2の
先端を、削岩機aのスイベルジョイント3に接続してい
る。 4は上記圧縮空気供給源1より若干高圧の他の圧縮空気
供給源で、それは、先端を送気管2に吐出口を接続した
送込管5の一側分岐受入口6に配管接続されている。 bは孔壁安定液供給装置で、上記送込管5の他側分岐受
入口7に配管接続されている。 cは削岩機aのロッド8の先端に螺合固定したビット
で、その構成は次のとおりである。 このビットcはビット頭部9と胴部10と継手部11とから
なり、その軸線方向長さは従来公知ビットと同じであ
る。 ビット頭部9は、前端面からチップ12の埋め込み底部付
近までの比較的短い長さのものであり、その外周に比較
的深くかつ幅広の頭部凹処13を有するとともに、噴出孔
9′を穿ってある。 胴部10は、内周面に接続用の螺条10′を有し、かつその
外周面を上記ビット頭部9に比べて径細にしている。 継手部11は、その軸線方向長さをビット頭部9のそれよ
り短くするとともに、外径を、ビット頭部9の外径より
小さくするが胴部10の外径よりは大きくし、その外周面
には、比較的浅く幅広の継手部凹処14とランド部15とを
交互に形成している。 上記構成の穿孔装置により、穿孔は、次のようにして行
われる。 圧縮空気供給源1から送られた圧縮空気が、送気管2、
スイベルジョイント3、ロッド8を通ってビットcの噴
出孔9′から噴出されるものであるが、このとき同時
に、孔壁安定液供給装置bからの孔壁安定液と圧縮空気
供給源4からの圧縮空気とを送込管5で混合状態にし
て、送気管2に圧入する。 孔壁安定液としては、軟岩を安定させるような粘性ある
いは化学的性質を有する例えば公知の増粘剤溶液,ベン
トナイト溶液等を使用する。 したがって、噴出孔9′から噴出する上記圧縮空気には
上記孔壁安定液を混入するから、ビットcが当該軟岩16
に火薬装填孔等所望の孔17を穿孔するときにおいて、く
り粉は孔壁安定液混入圧縮空気と混合して混合懸濁物18
をつくり、その孔17の孔壁に塗り込められ、そこに亀裂
19がある場合にはそれに入り込み、孔壁を保護安定化す
るとともに、塗り込められなかった余分な混合懸濁物18
が後続の孔壁安定液混入圧縮空気の作用によって孔17外
へ排出される。 上記のビットcは ビット頭部9を軸線方向に短くするとともに頭部凹処
13を深くかつ幅広にしているので、くり粉を含む上記混
合懸濁物18は、その頭部凹処13に容易に取り込まれてビ
ット頭部9の外周面に回り込むようなことがなく、した
がって、混合懸濁物18がビット頭部9の外周面に密着し
て回転抵抗を増大するようなおそれがない。 胴部10を径細しているので、この部分における混合懸
濁物18の継手部11方向への流動に対する抵抗が少なく、
したがって、その流動を円滑に行わせる。 継手部11の外径を胴部10の外径より大きくしているた
めに、この部分における混合懸濁物18はその流動速度を
緩め、そのこととビットc自体の回転に伴うランド部15
の作用により混合懸濁物18を孔壁に塗り込めることによ
って孔壁を保護安定させ崩壊を防止する。 継手部11の外径を、胴部10の外径より大きいがビット
頭部9の外径よりは小さくし、また該継手部11の軸線方
向長さもビット頭部9より短くするとともに、その外周
面に比較的浅いが幅広の継手部凹処14を形成しているこ
とによって、上記混合懸濁物18を孔壁に塗り込むことに
よる回転抵抗の増大を確実に避けることができ、かつそ
の継手部凹処14が、孔壁に塗り込められなかった余分の
混合懸濁物18を孔17の外方に円滑に流動排出させるのに
寄与するものである。 上記実施例では、送込管5へ供給する圧縮空気の供給源
4を圧縮空気供給源1とは別に設置したが、上記圧縮空
気供給源1を共用することもできる。 その場合は、圧縮空気供給源1と送込管5を結ぶ配管中
に所要の圧力調整装置を設置することにより所要の高圧
力を得るとか、あるいはまた、送気管2と送込管5とを
所要の空気エゼクタを介して接続するとかする。The illustrated embodiment will be described in detail below. a is a rock drilling machine, 1 is a compressed air supply source such as a compressor prepared for various work machines at the construction site, and a tip of an air supply pipe 2 whose base end is connected to the compressed air supply source 1 is , Connected to the swivel joint 3 of the rock drill a. Reference numeral 4 is another compressed air supply source having a pressure slightly higher than that of the compressed air supply source 1 and is connected to one side branch receiving port 6 of an inlet pipe 5 whose tip is connected to an air outlet pipe 2 through a discharge port. . Reference numeral b denotes a hole wall stabilizing liquid supply device, which is connected to the other side branch receiving port 7 of the feed pipe 5 by piping. c is a bit screwed and fixed to the tip of the rod 8 of the rock drill a, and its configuration is as follows. The bit c is composed of a bit head portion 9, a body portion 10 and a joint portion 11, and its axial length is the same as that of a conventionally known bit. The bit head 9 has a relatively short length from the front end surface to the vicinity of the embedded bottom of the chip 12, has a relatively deep and wide head recess 13 on the outer periphery thereof, and has a jet hole 9 '. I wore it. The body portion 10 has a thread 10 'for connection on the inner peripheral surface thereof, and the outer peripheral surface thereof has a diameter smaller than that of the bit head 9. The joint portion 11 has an axial length shorter than that of the bit head portion 9 and an outer diameter smaller than that of the bit head portion 9 but larger than that of the body portion 10 and an outer periphery thereof. A relatively shallow and wide joint recess 14 and a land 15 are alternately formed on the surface. The perforation is performed by the perforation device having the above configuration as follows. Compressed air sent from the compressed air supply source 1
It is ejected from the ejection hole 9 ′ of the bit c through the swivel joint 3 and the rod 8. At this time, at the same time, the hole wall stabilizing liquid from the hole wall stabilizing liquid supply device b and the compressed air supply source 4 are ejected. The compressed air is mixed into the air supply pipe 5 and is then pressed into the air supply pipe 2. As the pore wall stabilizing liquid, for example, a known thickener solution, bentonite solution or the like having a viscosity or a chemical property that stabilizes soft rock is used. Therefore, since the hole wall stabilizing liquid is mixed in the compressed air ejected from the ejection hole 9 ′, the bit c is the soft rock 16 concerned.
When boring a desired hole 17 such as an explosive loading hole in the powder, the powdered powder is mixed with the compressed air mixed with the hole wall stabilizing liquid to form a mixed suspension 18.
Is made, it is painted on the hole wall of the hole 17 and cracks there
If there is, it goes into it, protects and stabilizes the pore walls, and the extra mixed suspension that could not be filled 18
Is discharged to the outside of the hole 17 by the action of the compressed air mixed with the stabilizing liquid for the subsequent hole wall. The bit c described above shortens the bit head 9 in the axial direction,
Since 13 is made deep and wide, the above-mentioned mixed suspension 18 containing starch powder is not easily taken into the head recess 13 thereof and wraps around the outer peripheral surface of the bit head 9, and There is no fear that the mixed suspension 18 will come into close contact with the outer peripheral surface of the bit head 9 to increase the rotation resistance. Since the body portion 10 has a small diameter, there is little resistance to the flow of the mixed suspension 18 toward the joint portion 11 in this portion,
Therefore, the flow is smoothly performed. Since the outer diameter of the joint portion 11 is made larger than the outer diameter of the body portion 10, the mixed suspension 18 in this portion slows down its flow velocity, which causes the land portion 15 to rotate due to the rotation of the bit c itself.
By applying the mixed suspension 18 to the pore wall by the action of, the pore wall is protected and stabilized to prevent collapse. The outer diameter of the joint portion 11 is larger than the outer diameter of the body portion 10 but smaller than the outer diameter of the bit head portion 9, and the axial length of the joint portion 11 is shorter than that of the bit head portion 9 and the outer circumference thereof is By forming the relatively shallow but wide joint recess 14 on the surface, it is possible to surely avoid an increase in rotational resistance due to coating the mixed suspension 18 on the hole wall, and the joint. The recessed portion 14 contributes to smooth flow and discharge of the excess mixed suspension 18 which could not be applied to the wall of the hole to the outside of the hole 17. In the above embodiment, the compressed air supply source 4 for supplying the compressed air to the feed pipe 5 is installed separately from the compressed air supply source 1, but the compressed air supply source 1 may be shared. In that case, a required high pressure is obtained by installing a required pressure adjusting device in the pipe connecting the compressed air supply source 1 and the inlet pipe 5, or alternatively, the air supply pipe 2 and the inlet pipe 5 are connected to each other. It may be connected via the required air ejector.
以上述べたところから明らかなように、本発明装置によ
れば、くり粉を含む上記混合懸濁物が、頭部凹処に容易
に取り込まれてビット頭部の外周面に回り込むことがな
いため、該混合懸濁物がビット頭部の外周面に密着して
回転抵抗を増すようなことがないものであり、また、継
手部は径細になっているので、この部分における混合懸
濁物の流動速度が緩められることとビット自体の回転に
伴うランド部の作用による混合懸濁物の孔壁への塗り込
みを効果的に行い、かつまた、継手部凹処の作用によっ
て、上記混合懸濁物を孔壁に塗り込むことによる回転抵
抗の増大を確実に避けることができ、しかも、その継手
部凹処が、孔壁に塗り込められなかった余分の混合懸濁
物を孔の外方に円滑に流動排出させるものである。 本発明によれば、第一に、ベントナイト溶液等の軟岩を
安定させる粘性あるいは化学的性質を有する孔壁安定液
混入圧縮空気にくり粉が混合してできる混合懸濁物が孔
壁に塗り込められることにより、当該軟岩の性状の如何
にかかわらず孔壁を保護安定させながら能率的に穿孔で
き、第二に、くり粉を含む余分な混合懸濁物は孔外へ排
出されるが、上記孔壁安定液の作用によって粉塵を発生
するようなおそれがなく、第三に、従来のように大量の
水を使用する必要がないので、周辺路盤を軟弱化するこ
とも少なくなり、環境及び使用機器に悪影響を与えるこ
とがない。As is clear from the above description, according to the device of the present invention, the above-mentioned mixed suspension containing starch powder is not easily taken into the recessed portion of the head and wraps around the outer peripheral surface of the bit head. Since the mixed suspension does not adhere to the outer peripheral surface of the bit head to increase the rotation resistance, and the joint portion has a small diameter, the mixed suspension in this portion The mixed suspension is effectively applied to the hole wall by the action of the land portion caused by the slowing of the flow velocity of the bit and the rotation of the bit itself, and also by the action of the recess of the joint portion. It is possible to reliably avoid an increase in rotational resistance due to the application of turbidity to the hole walls, and the joint recesses allow excess mixed suspension that could not be applied to the hole walls to the outside of the holes. It smoothly discharges the fluid. According to the present invention, firstly, a mixed suspension formed by mixing starch with a pore wall stabilizing liquid mixed with compressed air having a viscosity or a chemical property that stabilizes soft rock such as bentonite solution is applied to the pore wall. By doing so, it is possible to efficiently pierce the pore wall while protecting and stabilizing the pore wall regardless of the properties of the soft rock, and secondly, the excess mixed suspension containing the starch powder is discharged out of the pore. There is no danger of generating dust due to the action of the hole wall stabilizing liquid, and thirdly, there is no need to use a large amount of water as in the past, so there is less softening of the surrounding roadbed, and the environment and use It does not affect the equipment.
図面は本発明の実施例を説明するためのもので、第1図
は本発明装置の概略側面図、第2図は穿孔状態の要部断
面図、第3図は穿孔の縦断面図、第4図〜第6図はそれ
ぞれビットの一部縦断面図、正面図及び背面図である。 a……削岩機、c……ビット、1……圧縮空気供給源、
2……送気管、3……スイベルジョイント、8……ロッ
ド、9……ビット頭部、9′……噴出孔、10……胴部、
11……継手部、12……チップ、13……頭部凹処、14……
継手部凹処、15……ランド部、17……孔、18……混合懸
濁物。The drawings are for explaining the embodiments of the present invention. FIG. 1 is a schematic side view of the device of the present invention, FIG. 2 is a sectional view of an essential part in a perforated state, FIG. 3 is a longitudinal sectional view of the perforated, 4 to 6 are a partial vertical sectional view, a front view and a rear view of the bit, respectively. a ... rock drill, c ... bit, 1 ... compressed air supply source,
2 ... air pipe, 3 ... swivel joint, 8 ... rod, 9 ... bit head, 9 '... spout hole, 10 ... body,
11 …… Joint part, 12 …… Chip, 13 …… Head recess, 14 ……
Joint recess, 15 …… Land, 17 …… Hole, 18 …… Mixed suspension.
Claims (3)
気管に孔壁安定液供給装置を接続し、上記削岩機のロッ
ドの先端には、ビット頭部と胴部と継手部とからなるビ
ットであって、ビット頭部が、前端面からチップの埋め
込み底部付近までの比較的短い長さでありかつ外周に比
較的深くしかも幅広の頭部凹処を有するとともにその頭
部凹処に噴出孔を穿ち、胴部が、外周面を上記ビット頭
部に比べて径細にし、また、継手部が、軸線方向長さを
ビット頭部のそれより短くするとともに外径をビット頭
部の外径より小さくするが上記胴部の外径よりは大きく
しかつその外周面に比較的浅く幅広の継手部凹処とラン
ド部とを交互に形成したビットを螺合してなる特徴とす
る軟岩穿孔装置。1. A hole wall stabilizing liquid supply device is connected to an air supply pipe connected to a swivel joint of a rock drill, and a rod head of the rock drill comprises a bit head, a body and a joint. The bit head has a relatively short length from the front end face to the vicinity of the embedded bottom of the chip, has a relatively deep and wide head recess on the outer periphery, and ejects into the head recess. A hole is drilled, the outer diameter of the body is smaller than that of the bit head, and the joint has an axial length shorter than that of the bit head and an outer diameter of the bit head. A soft rock drilling hole which is smaller than the diameter but larger than the outer diameter of the body and is screwed with a bit in which an outer peripheral surface of which is relatively shallow and wide and which has recesses and lands are alternately formed. apparatus.
気管に孔壁安定液供給装置を接続し、上記削岩機のロッ
ドの先端には、ビット頭部と胴部と継手部とからなるビ
ットであって、ビット頭部が、前端面からチップの埋め
込み底部付近までの比較的短い長さでありかつ外周に比
較的深くしかも幅広の頭部凹処を有するとともにその頭
部凹処に噴出孔を穿ち、胴部が、外周面を上記ビット頭
部に比べて径細にし、また、継手部が、軸線方向長さを
ビット頭部のそれより短くするとともに外径をビット頭
部の外径より小さくするが上記胴部の外径よりは大きく
しかつその外周面に比較的浅く幅広の継手部凹処とラン
ド部とを交互に形成したビットを螺合してなる軟岩穿孔
装置を使用し、上記ビットの噴出孔から孔壁安定液混入
圧縮空気を噴出させ、その孔壁安定液混入圧縮空気にく
り粉が混合してできる混合懸濁物を孔壁に塗り込めると
ともに、余分な混合懸濁物を後続の孔壁安定液混入圧縮
空気の作用によって孔外へ排出しながら穿孔することを
特徴とする軟岩穿孔方法。2. A hole wall stabilizing liquid supply device is connected to an air supply pipe connected to a swivel joint of a rock drill, and the tip of the rod of the rock drill comprises a bit head, a body and a joint. The bit head has a relatively short length from the front end face to the vicinity of the embedded bottom of the chip, has a relatively deep and wide head recess on the outer periphery, and ejects into the head recess. A hole is drilled, the outer diameter of the body is smaller than that of the bit head, and the joint has an axial length shorter than that of the bit head and an outer diameter of the bit head. Use a soft rock drilling device that is smaller than the diameter but larger than the outer diameter of the body and that has a relatively shallow and wide joint recess and land alternately formed on its outer peripheral surface. Then, the compressed air mixed with the hole wall stabilizing liquid is ejected from the ejection hole of the above bit. , The mixed suspension formed by mixing the powder with the compressed air mixed with the stable liquid containing the hole wall is applied to the hole wall, and the excess mixed suspension is removed from the hole by the action of the compressed air mixed with the stable liquid containing the stable hole wall. A method for piercing soft rock, which comprises piercing while discharging into a soft rock.
を安定させる粘性あるいは化学的性質を有するもである
ことを特徴とする請求項2記載の軟岩穿孔方法。3. The method for piercing soft rock according to claim 2, wherein the pore wall stabilizing liquid has a viscosity or a chemical property for stabilizing soft rock such as bentonite solution.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1257769A JPH076343B2 (en) | 1989-10-04 | 1989-10-04 | Soft rock drilling device and drilling method using the same |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1257769A JPH076343B2 (en) | 1989-10-04 | 1989-10-04 | Soft rock drilling device and drilling method using the same |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH03122394A JPH03122394A (en) | 1991-05-24 |
JPH076343B2 true JPH076343B2 (en) | 1995-01-30 |
Family
ID=17310844
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1257769A Expired - Lifetime JPH076343B2 (en) | 1989-10-04 | 1989-10-04 | Soft rock drilling device and drilling method using the same |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH076343B2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004332529A (en) * | 2003-04-18 | 2004-11-25 | Atsushi Kato | Drilling method for collapse ground, lock bolt working method, and ground anchor working method |
JP7058432B2 (en) * | 2017-11-14 | 2022-04-22 | 株式会社冨田 | Excavation method |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5335873A (en) * | 1976-09-15 | 1978-04-03 | Tokico Ltd | Enclosed type cylinder device |
JPS61229095A (en) * | 1985-04-01 | 1986-10-13 | コトブキ技研工業株式会社 | Method for discharging powder |
-
1989
- 1989-10-04 JP JP1257769A patent/JPH076343B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH03122394A (en) | 1991-05-24 |
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