JPS5847893A - Drill - Google Patents

Drill

Info

Publication number
JPS5847893A
JPS5847893A JP14651681A JP14651681A JPS5847893A JP S5847893 A JPS5847893 A JP S5847893A JP 14651681 A JP14651681 A JP 14651681A JP 14651681 A JP14651681 A JP 14651681A JP S5847893 A JPS5847893 A JP S5847893A
Authority
JP
Japan
Prior art keywords
pipe
drill pipe
outer tube
locking piece
drill
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
JP14651681A
Other languages
Japanese (ja)
Other versions
JPS6156753B2 (en
Inventor
翔 高野
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.)
Sumitomo Metal Mining Co Ltd
Original Assignee
Sumitomo Metal Mining Co Ltd
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 Sumitomo Metal Mining Co Ltd filed Critical Sumitomo Metal Mining Co Ltd
Priority to JP14651681A priority Critical patent/JPS5847893A/en
Priority to GB08226203A priority patent/GB2108552B/en
Priority to AU88401/82A priority patent/AU557254B2/en
Priority to IT49131/82A priority patent/IT1149082B/en
Priority to DE3249691A priority patent/DE3249691C2/en
Priority to US06/419,192 priority patent/US4470470A/en
Priority to DE3234552A priority patent/DE3234552C2/en
Priority to FR8215714A priority patent/FR2512876B1/en
Publication of JPS5847893A publication Critical patent/JPS5847893A/en
Publication of JPS6156753B2 publication Critical patent/JPS6156753B2/ja
Granted legal-status Critical Current

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  • Earth Drilling (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 この発明は、石油や地下水等の採取用の深井戸を堀った
り、地質見本を採取して地中を探査し、あるいは土木工
事等に用いる試錐装置(ポーリング装置)に関し、特に
、ドリルパイプの中を通してドリルパイプの地中側端部
に、ピットを取付けたビット保持部を、圧力水で送り込
み1.ドリルパイプの地中側端部にビット保持部を錠止
装置で係止し、ドリルパイプを回転してビット保持部を
回転させつつ地中に押し進め、ビット保持部に設けたビ
ット及び拡孔カッターによってドリルパイプの外径より
大きい内径の孔を地中に穿孔したり、あるいは穿孔と同
時にビット保持部に設けたコア内に地質見杢を侵入採取
できるようにした試錐装置に関する。
[Detailed Description of the Invention] This invention is a drilling device (poling device) used for digging deep wells for extracting oil, groundwater, etc., collecting geological samples to explore underground, or for civil engineering work. Regarding this, in particular, a bit holder with a pit attached thereto is fed into the underground end of the drill pipe using pressurized water.1. The bit holder is locked to the underground end of the drill pipe with a locking device, and the drill pipe is rotated to push the bit holder into the ground while rotating, and the bit and hole expansion cutter provided in the bit holder are removed. The present invention relates to a drilling device that is capable of drilling a hole in the ground with an inner diameter larger than the outer diameter of a drill pipe, or at the same time as drilling, penetrating and collecting geological heather into a core provided in a bit holding part.

この種の試錐装置においては、ドリルパイプの中に水を
送り込み、ビット保持部の中を通してビットや拡孔カッ
ター付近に水を供給し一ビットやカッターを冷却しビッ
トやカッターで切削された切粉を水と共にドリルパイプ
の外側を通して地上に排出している。ビットやカッター
の切刃付近に水を効果的に供給するために、ドリルパイ
プ内からビット保持部を通してビットに水が供給される
ようにピッ・ト保持部とドリルパイプの間がらはドリル
パイプの下端に水が通らないようにするため、従来はビ
ット保持部外周に環状のゴムバッキングを施し、ドリル
パイプ内面に設けた円環状の段部にゴムバッキングが圧
接するようにしである。
In this type of drilling equipment, water is sent into the drill pipe, passed through the bit holder, and supplied to the vicinity of the bit and hole-expanding cutter to cool the bit and cutter and remove chips cut by the bit and cutter. is discharged to the ground along with water through the outside of the drill pipe. In order to effectively supply water near the cutting edge of the bit and cutter, the space between the pit holder and the drill pipe is designed so that water is supplied from inside the drill pipe to the bit through the bit holder. In order to prevent water from passing through the lower end, conventionally an annular rubber backing is applied to the outer periphery of the bit holding part, and the rubber backing is pressed into contact with an annular step provided on the inner surface of the drill pipe.

このためビット保持部をドリルパイプ内を通して地表側
に引上げるとき、ドリルパイプ内に充満している水によ
ってゴムバッキングに引上げに対する大きな負荷がかが
り、引上げを困難にしていた。
For this reason, when the bit holder is pulled up to the surface of the earth through the drill pipe, the water filling the drill pipe places a large load on the rubber backing, making it difficult to pull it up.

本発明はドリルパイプ下端がらビット保持部の引上げが
容易で、錠止位置においてビット保持部とドリルパイプ
の間を確実に水が通らないように遮断でき1、しがもビ
ット保持部がドリルパイプ下端から抜は出してしまうこ
と・のないようにするための係止片を止水環の一部とし
て兼用せしめ従来より構造を簡単にできるようにしたも
ので、この目的を達するために特許請求の範囲に記載し
た構造をこの種の試錐装置に具備せしめたことにある。
According to the present invention, the bit holder can be easily pulled up from the bottom end of the drill pipe, and at the locked position, water can be reliably blocked from passing between the bit holder and the drill pipe. The locking piece to prevent it from being pulled out from the bottom end also serves as a part of the water stop ring, making the structure simpler than before, and a patent claim was filed to achieve this purpose. This type of drilling device is equipped with the structure described in the above scope.

図に示した本発明の一実施例について説明する。An embodiment of the present invention shown in the figures will be described.

第1図の上半部はビット保持部がドリルパイプに対し錠
止状態にあるとき、下半部は矛錠止を解いた状態にある
ときを示す。
The upper half of FIG. 1 shows when the bit holder is locked with respect to the drill pipe, and the lower half shows when the bit holder is unlocked.

lはドリルパイプ、コは外管、3は内性で、外管コはド
リルパイプl内に挿入可能の外径を有し、内管3は外管
コ内に軸方向移動可能に外W、2内に挿入されている。
l is a drill pipe, C is an outer pipe, 3 is an inner pipe, the outer pipe has an outer diameter that can be inserted into the drill pipe l, and the inner pipe 3 is an outer pipe that can be moved in the axial direction into the outer pipe. , 2.

内管3の下端にはピッ)4及び拡孔カッターSが取付け
られており、構造上内管3はビット保持部をなしている
。ビットダは内管3の下端中心に取付けられている。拡
孔カッターSは柄6を介して内管3に取付けられており
、一端に拡孔カッターSを固着した柄乙は、他端側を内
管3の下端外周に例えば/2f間隔で形成された溝りに
嵌められ、溝7内で内管3の直径方向と直交するピンg
で内管3に取付けられ、ピンgを支点として内管3の直
径方向と平行面で回動しうるようになっている。柄乙の
ピンgより他端よりには、溝7の底と柄6との間にバネ
タが挿入され、このバネ9により、ドリルパイプlの下
端より突出した拡孔カッターSが突出した位置で拡孔カ
ッターSの−1部をドリルパイプlの外径より外に移動
しうるようになっている。そして外管コを内管3に対し
相対的に移動させることにより、外管コの下端2aで柄
6の他端側を外、側から押えたり、離したりして拡孔カ
ッター5をドリルパイプlの内径より内側に維持したり
、ドリルパイプlの外径より外に突出させて維持できる
ようになっている0 内管3の下端よりやや上部表面に形成された四部には、
錠止片10が内管3の外周内に収まるように設けられ、
錠止片10の内管3の周方向に沿う一部が、図示しない
バネより内管3の外部に突出しうるように設けられてい
る。錠止片10の位置する外管コの一部には錠止片操作
窓//が開口されている。錠止片操作窓//は、拡孔カ
ッターSがドリルパイプlの下端より先に突出し、ドリ
ルパイプlの外径より外に一部が突出して外管コの下端
により保持された位置で、錠止片IOの一部を錠止片操
作窓/lを通し外に突出させうるようになっている。ド
リルパイプlの内面には、丁度、錠止片操作窓/Iから
突出した錠止片10の一部と嵌合し、ドリルパイプlの
軸方向及び周方向にも相対的移動不能に錠止片IOと係
合する凹部12が形成され、錠止片10と凹部/、2.
の係合により内管3はドリルパイプlに固定され、ドリ
ルパイプlと共に回転しうるようになると共に軸方向に
も一緒に動くことができるようになっている。
A pin 4 and a hole expanding cutter S are attached to the lower end of the inner tube 3, and the inner tube 3 structurally serves as a bit holding section. The bit da is attached to the center of the lower end of the inner tube 3. The hole-expanding cutter S is attached to the inner tube 3 via a handle 6, and the handle O, which has the hole-expanding cutter S fixed to one end, is formed on the outer periphery of the lower end of the inner tube 3 at intervals of /2f, for example. A pin g is fitted in the groove 7 and is perpendicular to the diameter direction of the inner tube 3 within the groove 7.
It is attached to the inner tube 3 and can rotate in a plane parallel to the diameter direction of the inner tube 3 using the pin g as a fulcrum. A spring is inserted between the bottom of the groove 7 and the handle 6 from the other end of the pin g of the handle O, and the spring 9 causes the hole expanding cutter S protruding from the lower end of the drill pipe l to be positioned at the protruding position. The -1 part of the hole expanding cutter S can be moved beyond the outer diameter of the drill pipe I. Then, by moving the outer tube relatively to the inner tube 3, the lower end 2a of the outer tube can press and release the other end of the handle 6 from the outside and side, and the hole expanding cutter 5 can be moved into the drill pipe. The drill pipe 3 can be maintained inside the inner diameter of the drill pipe 3 or protruded beyond the outer diameter of the drill pipe 3.
A locking piece 10 is provided so as to fit within the outer periphery of the inner tube 3,
A portion of the locking piece 10 along the circumferential direction of the inner tube 3 is provided so as to be able to protrude to the outside of the inner tube 3 by a spring (not shown). A locking piece operation window is opened in a part of the outer tube where the locking piece 10 is located. The locking piece operation window // is a position where the hole expanding cutter S protrudes ahead of the lower end of the drill pipe l, a part of it protrudes outside the outer diameter of the drill pipe l, and is held by the lower end of the outer tube. A part of the locking piece IO can be made to protrude outside through the locking piece operation window /l. A part of the locking piece 10 protruding from the locking piece operation window/I is fitted into the inner surface of the drill pipe l, and the locking piece 10 is locked so as to be relatively immovable in the axial and circumferential directions of the drill pipe l. A recess 12 is formed to engage with the piece IO, and the locking piece 10 and the recess/2.
By this engagement, the inner tube 3 is fixed to the drill pipe 1, so that it can rotate together with the drill pipe 1 and can also move together in the axial direction.

外管コの下端Jaが柄6の一端から離れ拡孔カッターS
をドリルパイプlの内側に位置しうるように外管コを上
方(地上側)に移動すると電鍵止片IOの一部は次第に
外管コ内に外管コの錠止片操作室llの縁によって抑え
こまれ、第1図の下半部に示すように外管λの内面によ
り、外管λ内に維持されるよ゛うになっている。
The lower end Ja of the outer tube is separated from one end of the handle 6 and the hole expanding cutter S
When the outer tube is moved upward (to the ground side) so that it can be positioned inside the drill pipe l, a part of the electric key latch IO gradually moves into the outer tube and touches the edge of the lock piece operation chamber l of the outer tube. As shown in the lower half of FIG. 1, the outer tube λ is held in place by the inner surface of the outer tube λ.

内管3の地上側の上端は、外管コの上端より内側にやや
短かくなっており、上記のように外管コと内管3とを軸
方向に相対的に移動させると、内管3の上端と重なった
り、重ならなくなったりする外管コの上部2bに、約/
り0°の角度の扇形の止水片13が外管コの外周に突出
して相対し、外管コに対し、スプライン嵌合により周方
向移動不能に取付けである。外管コには内外に通ずる通
水孔lダが設けられ、止木片13の間から外管コと内管
3とが常に重なる部分まで下方に延長している。
The upper end of the inner pipe 3 on the ground side is slightly shorter inward than the upper end of the outer pipe, and when the outer pipe and the inner pipe 3 are moved relative to each other in the axial direction as described above, the inner pipe Approximately /
A fan-shaped water stopper piece 13 with an angle of 0° protrudes from the outer periphery of the outer tube and faces it, and is attached to the outer tube by spline fitting so that it cannot move in the circumferential direction. The outer tube is provided with a water hole that communicates with the inside and outside, and extends downward from between the stop pieces 13 to the part where the outer tube and the inner tube 3 always overlap.

外管コの通水孔/+に面する内管3の部分には係止片/
3がくさびを介して外管コの周方向には移動不能に取付
けられている。係止片15は外管コの通水孔llIより
外に突出し、止水片/lとで一つの閉じた円環を形成で
きるように形成されている。
There is a locking piece/ on the part of the inner pipe 3 facing the water hole/+ of the outer pipe.
3 is attached through a wedge so as not to be movable in the circumferential direction of the outer tube. The locking piece 15 projects outward from the water passage hole llI of the outer tube, and is formed so that it can form a closed ring with the water stopper piece /l.

外管コと止水片13とを結合するスプラインは、外管コ
外面に設けたスプラインが止水片13の軸方向幅より若
干長くなっていて、止水片13は外管コに対し軸方向に
若干移動できるようになっており、係止片lSもくさび
に1って内管3に対し若干軸方向に移動可能となってい
る。
The spline connecting the outer tube and the water stopper piece 13 is such that the spline provided on the outer surface of the outer tube is slightly longer than the axial width of the water stopper piece 13, and the water stopper piece 13 is axially connected to the outer tube. The locking piece IS can also be moved slightly in the axial direction with respect to the inner tube 3 as a wedge.

前述の錠止片10をドリルパイプlの凹m/、2ト係合
し、拡孔カッター左をドリルパイプlの外径より外に突
出状態に保持しうる位置に外管コが移動した状態では、
止水片13と係止片/、5−が同一円周上に位置し円環
体を形成するようになっており、この円環体の地中側の
端面は、ドリルパイプlの内面に形成された地上側に向
った円環状段/6と当接し、止水片13と係止片/Sと
は円環状段/Aと協働し、外Wコとドリルパイプlとの
間を塞ぎ、ドリルパイプ/内を地上側から送られて来た
水が、外管コとドリルパイプlとの間を通って下端側に
流れるのを阻止するようになっている。
The above-mentioned locking piece 10 is engaged with the recess m/2 of the drill pipe l, and the outer tube has been moved to a position where the left hole expanding cutter can be held in a state of protruding beyond the outer diameter of the drill pipe l. So,
The water stop piece 13 and the locking piece /, 5- are located on the same circumference to form a torus, and the underground side end surface of this torus is connected to the inner surface of the drill pipe l. Contacting the formed annular step /6 facing the ground side, the water stop piece 13 and the locking piece /S cooperate with the annular step /A to connect the outer W and the drill pipe l. The water that has been sent from the ground side through the inside of the drill pipe is blocked to prevent it from flowing to the lower end side between the outer pipe and the drill pipe.

係止片/3と円環状段/6は、外管コと内管3を地上側
から地中側に移動して来て、まだ錠止片IOが凹部/U
と係合しない状態のとき、錠止片IOが凹部/2と相対
した位置に内管3を止める係止装置として働く。
The locking piece /3 and the annular stage /6 have moved the outer pipe and the inner pipe 3 from the ground side to the underground side, and the locking piece IO is still in the recess /U.
When not engaged with the locking piece IO, the locking piece IO acts as a locking device that locks the inner tube 3 in a position opposite to the recess /2.

外管コの上端には内管3内に連通ずるように設けられた
水取入口lりがあり、水取入口lりから入った水は内管
3内を通り、内管3の下端から、ビットダや拡孔カッタ
ー5の近くに供給されるようになっている。
At the upper end of the outer pipe, there is a water intake port that is connected to the inner pipe 3, and the water that enters from the water intake port passes through the inner pipe 3 and flows from the lower end of the inner pipe 3. , is supplied near the bit holder and the hole-expanding cutter 5.

外管コの上端にはまた地上側に突出する円錐鋲頭状の突
出部lざが設けられている。
The upper end of the outer tube is also provided with a conical riveted protrusion that protrudes toward the ground side.

外管コ、内管3等からなるビット保持部は、外管コを内
管3に対して上端側に移動させ、拡孔カッターSをドリ
ルパイプl内に挿入しうるようにすると共に、錠止片I
Oを外管コによって外管コ内に押え込んだ状態にして、
ドリルパイプlの地上側端部からドリルパイプl内に挿
入し、その上からドリルパイプ/内に加圧水を供給し、
加圧水でドリルパイプ/の地中側端部に向って送られる
The bit holding section consisting of the outer tube, the inner tube 3, etc. moves the outer tube toward the upper end with respect to the inner tube 3 so that the hole expanding cutter S can be inserted into the drill pipe L, and also locks the bit. Stopper I
With O pressed into the outer tube by the outer tube,
Insert into the drill pipe l from the ground side end of the drill pipe l, supply pressurized water into the drill pipe from above,
Pressurized water is sent towards the underground end of the drill pipe.

地中側に達した内管3は係止片15が円環状段/Aに当
ることによって錠止位置に止められる。次いで慣性と水
圧により、外管コが地中側に移動し、ドリルパイプ/の
下端より先に突出した拡孔カッターSを拡開せしめると
共に錠止片10を凹部/Uと係合してドリルパイプlと
内管3とを一体に結合する。同時に外管コに設けられた
止水片/3は円環状段l乙に当って係止片15と円環を
形成し、外管コとドリルパイプ/との間を通って水がド
リルパイプlの下端に流れるのを阻止するので、水は水
取入口17から内管3内を通ってピッ)+及び拡孔カッ
ターSの付近に供給されるようになる。
The inner pipe 3 that has reached the underground side is stopped at the locked position by the locking piece 15 hitting the annular step /A. Next, due to inertia and water pressure, the outer tube moves underground, expands the hole expanding cutter S protruding from the lower end of the drill pipe/, and engages the locking piece 10 with the recess/U to open the drill. The pipe 1 and the inner pipe 3 are joined together. At the same time, the water stop piece /3 provided on the outer pipe hits the annular step lB to form a ring with the locking piece 15, and the water passes between the outer pipe and the drill pipe. Since water is prevented from flowing to the lower end of the pipe 1, water is supplied from the water intake port 17 through the inner pipe 3 to the vicinity of the hole opening cutter S.

この状態で地上からドリルパイプlを回転し同時に地中
に向って押し進めれば、地中に向って孔を掘削できる。
In this state, if the drill pipe l is rotated from the ground and pushed into the ground at the same time, a hole can be drilled into the ground.

ビットダや拡孔カッターSの切刃の摩耗等により、ドリ
ルパイプ/の地中への進入速度が低下し、ピッ)+や拡
孔カッターSの取替等の必要が生じた場合−フックを一
端に取付けたワイヤーをドリルパイプl内に挿入し、水
流でフックを地中側に送って外管コ上端の突出部1gと
フックを係合させ、ワイヤーはよって内管3及び外管2
等を地上に引き出すことができる。このときワイヤーに
よって先づ外管コが内管3に対し第1図下半に示すよう
に地上側に移動される。この外管コの移動によって方゛
ツ’731 +5は外管コの内径範囲内に収まり、′錠
止片ioは錠止片操作窓//によって外管2内に押し込
まれて内管3とドリルパイプlとの保合が解かれる。同
時に止水片13は係止片/Sより地上側に移動して段違
いになるため外管コとトリ/I/ バイア/の間を通っ
て地中に水が通過できるようになる。にのような状態で
内管3、外W2等をワイヤーにより地上に向って引上げ
ることができるので、ドリルパイプl内の水は内W3の
中及び外管コとドリルパイプlとの間の双方を通り、引
上げに対する水の負荷が小さくなるので引上げ作土水片
13と係止片lSとは錠止片10がドリルパイプ/の四
部/2と係合する位置でドリルパイプlの円環状段/6
と確実に圧着するように形成すれば軸方向に動かないよ
うに外管コと内管3にそれぞれ固定してもよい。しかし
使用による摩耗等により錠止片IOに外管コの錠止片操
作窓l/の縁が食い込んだりして錠止片IOが外管コ内
に引込みにくくなった時、ドリルパイプlを上下にゆす
り解錠を容易にしたり、寸法誤差を許容できるようにす
るには、上記実施例に示したように、止水片13と、係
止片/Sを軸方向に若干動きうるよう設けておく方が使
用に当って便利である。
If the speed at which the drill pipe enters the ground decreases due to wear of the cutting edge of the drill bit or hole-expanding cutter S, etc., and it becomes necessary to replace the drill pipe or the hole-expanding cutter S, remove the hook from one end. Insert the wire attached to the drill pipe l into the drill pipe l, send the hook underground by water flow, and engage the hook with the protruding part 1g at the upper end of the outer pipe, and the wire is inserted into the inner pipe 3 and the outer pipe 2.
etc. can be pulled out to the ground. At this time, the outer tube is first moved to the ground side with respect to the inner tube 3 by the wire as shown in the lower half of FIG. Due to this movement of the outer tube, the method '731 +5 is placed within the inner diameter range of the outer tube, and the lock piece io is pushed into the outer tube 2 by the lock piece operation window // and is connected to the inner tube 3. The bond with drill pipe l is released. At the same time, the water stopper piece 13 is moved closer to the ground side than the locking piece /S and is at a different level, allowing water to pass underground through between the outer tube and the bird /I/via/. Since the inner pipe 3, outer pipe W2, etc. can be pulled up toward the ground using wires in the state shown in Figure 2, the water inside the drill pipe l will flow inside the inner pipe W3 and between the outer pipe and the drill pipe l. Since it passes through both sides and the load of water on pulling becomes small, the pulling soil water piece 13 and the locking piece lS are connected to the annular shape of the drill pipe l at the position where the locking piece 10 engages with the fourth part/2 of the drill pipe /. Step/6
If they are formed to be securely crimped, they may be fixed to the outer tube and the inner tube 3, respectively, so that they do not move in the axial direction. However, due to wear due to use, etc., the edge of the locking piece operation window l/ of the outer tube is biting into the locking piece IO, making it difficult to pull the locking piece IO into the outer tube. In order to facilitate unlocking by shaking or to allow for dimensional errors, the water stopper piece 13 and the locking piece /S are provided so as to be able to move slightly in the axial direction, as shown in the above embodiment. It is more convenient to use it.

本発明では、ドリルパイプ/と外管コとの間の通水を阻
止するためにドリルパイプlの内面に設けた円環状段1
6が、内管3等がドリルパイプlの下端からの抜は出し
防止用の段としても利用できるので、ドリルパイプ/内
に従来のように通水阻止用の段と抜は出し防止用の段と
を別1個に設ける必要がなく、それだけ従来より構造を
簡単にできる。
In the present invention, an annular step 1 is provided on the inner surface of the drill pipe l to prevent water flow between the drill pipe l and the outer pipe l.
6 can also be used as a step to prevent the inner pipe 3 etc. from pulling out from the lower end of the drill pipe l, so there is a step to prevent water flow inside the drill pipe and a step to prevent pulling out as in the conventional drill pipe. There is no need to provide a separate stage, and the structure can be made simpler than before.

また通水孔/Vは上水片/3の上方まで延長して内管3
内と連通ずるようにし、この部分水取入口17とするこ
ともできる。
In addition, the water passage hole /V extends above the water supply piece /3 and the inner pipe 3
It is also possible to form this partial water intake port 17 so as to communicate with the inside.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明による試錐装置の縦断面図で上半部は内
管3がドリルパイプlに錠止された状態を示し、下半部
は内管3がドリルノくイブl力)ら解錠された状態を示
した図、第2図は、第1図の外管コと止水片13、係止
片15及び通水孔lllの関係位置を示した斜視図、第
3図は、第1図及び第2図のA−A線断面図、第9図は
、止水片/3と係止片isとの関係を示した斜視図であ
る。
Fig. 1 is a longitudinal cross-sectional view of the drilling device according to the present invention, in which the upper half shows the state in which the inner pipe 3 is locked to the drill pipe l, and the lower half shows the state in which the inner pipe 3 is released from the drill pipe l. FIG. 2 is a perspective view showing the relative positions of the outer tube shown in FIG. 1 and 2, and FIG. 9 is a perspective view showing the relationship between the water stopper piece /3 and the locking piece IS.

Claims (1)

【特許請求の範囲】[Claims] (1)  ドリルパイプと、ドリルパイプ内に挿入可能
の外管と、外管内に軸方向に移動可能に挿入された内管
とを具え、内管は、ドリルパイプ内の下端において、内
管に取付けた錠止片が外管に設けた錠止片操作窓から一
部が突出してドリルパイプ内面に設けた四部と係合しド
リルパイプに対し相対的に移動不能となると共にドリル
パイプと共に回転可能となり、同時に内管の下端に設け
たビット及び拡孔カッターがドリルパイプの下端より先
に突出し拡孔カッターの一端がドリルパイプの周面より
外に突出状態に保持されるよ7うになった試錐装置にお
いて、外管の上端には内管内に連通ずるように設けた水
取入口があり、外管の上部外周に扇形の止木片が外側円
弧面を外管外周より突出せしめて周方向に移動不能に取
付けてあり、止水片の間がら外管の下端に向って延長し
外管内外に通ずる通水孔が外管に形成され、通水孔を通
して外管外周より突出し止水片とで閉じた円環を形成す
る係止片を内管に周方向に移動不能に取付け、内管に設
けた錠止片がドリルパイプ内面に設けた凹部と係合する
位置で係止片及び止水片と接するように地上側に向った
円環状段をドリルパイプ内面に設けたことを特徴とする
試錐装置。 (コ)  止水片が外管に対し軸方向に若干可動に設け
られ、係止片が内管に対し軸方向に若干可動に取付けら
れている特許請求の範囲(1)項記載の試錐装置。
(1) A drill pipe, an outer pipe that can be inserted into the drill pipe, and an inner pipe that is movably inserted in the outer pipe in the axial direction, and the inner pipe is connected to the inner pipe at the lower end of the drill pipe. A portion of the attached locking piece protrudes from the locking piece operation window provided on the outer tube and engages with the four parts provided on the inner surface of the drill pipe, making it immovable relative to the drill pipe and also able to rotate together with the drill pipe. At the same time, the bit and hole expanding cutter provided at the lower end of the inner pipe protrude beyond the lower end of the drill pipe, and one end of the hole expanding cutter is held in a state of protruding outside the circumferential surface of the drill pipe. In the device, the upper end of the outer tube has a water intake port that communicates with the inner tube, and the fan-shaped stop piece on the upper outer circumference of the outer tube causes the outer arcuate surface to protrude from the outer circumference of the outer tube and moves in the circumferential direction. A water hole is formed in the outer tube that extends between the water stop pieces toward the lower end of the outer tube and communicates with the inside and outside of the outer tube. A locking piece forming a closed ring is attached to the inner pipe so that it cannot move in the circumferential direction, and the locking piece and water stop are installed at the position where the locking piece provided on the inner pipe engages with the recess provided on the inner surface of the drill pipe. A drilling device characterized in that an annular step facing the ground side is provided on the inner surface of the drill pipe so as to be in contact with the drill piece. (e) The drilling device according to claim (1), wherein the water stop piece is installed to be slightly movable in the axial direction with respect to the outer pipe, and the locking piece is installed to be slightly movable in the axial direction with respect to the inner pipe. .
JP14651681A 1981-09-17 1981-09-17 Drill Granted JPS5847893A (en)

Priority Applications (8)

Application Number Priority Date Filing Date Title
JP14651681A JPS5847893A (en) 1981-09-17 1981-09-17 Drill
GB08226203A GB2108552B (en) 1981-09-17 1982-09-14 Earth boring apparatus
AU88401/82A AU557254B2 (en) 1981-09-17 1982-09-15 Boring apparatus
IT49131/82A IT1149082B (en) 1981-09-17 1982-09-17 DRILLING APPARATUS
DE3249691A DE3249691C2 (en) 1981-09-17 1982-09-17 Device for making a rock borehole
US06/419,192 US4470470A (en) 1981-09-17 1982-09-17 Boring apparatus
DE3234552A DE3234552C2 (en) 1981-09-17 1982-09-17 Device for making a rock borehole
FR8215714A FR2512876B1 (en) 1981-09-17 1982-09-17 DRILLING APPARATUS FOR DEEP WELLS WHICH MAY ENLARGE THE BOTTOM OF THE WELL

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14651681A JPS5847893A (en) 1981-09-17 1981-09-17 Drill

Publications (2)

Publication Number Publication Date
JPS5847893A true JPS5847893A (en) 1983-03-19
JPS6156753B2 JPS6156753B2 (en) 1986-12-03

Family

ID=15409405

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14651681A Granted JPS5847893A (en) 1981-09-17 1981-09-17 Drill

Country Status (1)

Country Link
JP (1) JPS5847893A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018009391A (en) * 2016-07-14 2018-01-18 住鉱資源開発株式会社 Drilling system and drilling method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018009391A (en) * 2016-07-14 2018-01-18 住鉱資源開発株式会社 Drilling system and drilling method

Also Published As

Publication number Publication date
JPS6156753B2 (en) 1986-12-03

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