JPS6143513B2 - - Google Patents

Info

Publication number
JPS6143513B2
JPS6143513B2 JP21165681A JP21165681A JPS6143513B2 JP S6143513 B2 JPS6143513 B2 JP S6143513B2 JP 21165681 A JP21165681 A JP 21165681A JP 21165681 A JP21165681 A JP 21165681A JP S6143513 B2 JPS6143513 B2 JP S6143513B2
Authority
JP
Japan
Prior art keywords
pipe
drill pipe
hole
bit
expanding cutter
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
Application number
JP21165681A
Other languages
Japanese (ja)
Other versions
JPS58117195A (en
Inventor
Sho Takano
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 JP21165681A priority Critical patent/JPS58117195A/en
Priority to GB08226203A priority patent/GB2108552B/en
Priority to AU88401/82A priority patent/AU557254B2/en
Priority to DE3234552A priority patent/DE3234552C2/en
Priority to DE3249691A priority patent/DE3249691C2/en
Priority to FR8215714A priority patent/FR2512876B1/en
Priority to IT49131/82A priority patent/IT1149082B/en
Priority to US06/419,192 priority patent/US4470470A/en
Publication of JPS58117195A publication Critical patent/JPS58117195A/en
Publication of JPS6143513B2 publication Critical patent/JPS6143513B2/ja
Granted legal-status Critical Current

Links

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
を掘つたり、あるいは土木工事等に用いる試錐装
置(ボーリング装置)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、ビ
ツトを取付けたビツト保持部を、圧力水で送り込
み、ドリルパイプの地中側端部にビツト保持部を
錠止装置で係止し、ドリルパイプを回転してビツ
ト保持部を回転させつつ地中に押し進め、ビツト
保持部に設けたビツト及び拡孔カツターによつて
ドリルパイプの外径より大きい内径の孔を地中に
穿孔できるようにした試錐装置に関する。
[Detailed Description of the Invention] The present invention relates to a drilling device used for digging deep wells for extracting oil, groundwater, etc., or for civil engineering work, etc., and particularly relates to a drilling device that is used for drilling deep wells for extracting oil, groundwater, etc., or for civil engineering work, etc. Pressurized water is used to send the bit holder with the bit attached to the underground end of the drill pipe, the bit holder is locked to the underground end of the drill pipe using a locking device, and the drill pipe is rotated to hold the bit. The present invention relates to a drilling device capable of drilling a hole in the ground with an inner diameter larger than the outer diameter of a drill pipe using a bit and a hole expanding cutter provided in a bit holder by pushing the drill pipe into the ground while rotating the drill pipe.

この種試錐装置において、拡孔カツターはドリ
ルパイプを、孔の掘削に従い孔中に進入せしめう
るようにビツトで穿孔した孔をドリルパイプの外
径より拡げるために設けられており、このように
ビツトで穿孔した孔を拡孔カツターで削り拡げる
という考え方から、従来の試錐装置では、孔中心
部を穿孔するビツトよりも地上側に拡孔カツター
が設けられていた。
In this type of drilling equipment, the hole expanding cutter is provided to widen the hole drilled with a bit from the outside diameter of the drill pipe so that the drill pipe can enter the hole as the hole is being excavated. Based on the concept of expanding the hole drilled with a hole-expanding cutter, in conventional drilling equipment, the hole-expanding cutter was installed on the ground side of the bit that drills the center of the hole.

回転中心に近い部分より回転中心から遠い部分
の方が周速度が大きい、従つて、孔中心を切削す
るビツトより孔外周を切削する拡孔カツターで孔
外周を円筒状に先に切削し、円柱状に残つた孔中
心をビツトで切削すれば、従来より能率よく穿孔
できることに着目し、このようにして穿孔を行な
えるようビツトよりも拡孔カツターを地中側に位
置せしめてビツト保持部にビツト及び拡孔カツタ
ーを設けたものである。
The circumferential speed is higher in the part far from the center of rotation than in the part near the center of rotation. Therefore, the outer periphery of the hole is cut into a cylindrical shape using a hole expanding cutter that cuts the outer periphery of the hole first than the bit that cuts the center of the hole. We focused on the fact that drilling could be done more efficiently than before by cutting the center of the column-shaped hole with a bit, and in order to do this, we placed the hole-expanding cutter deeper underground than the bit and attached it to the bit holding part. It is equipped with a bit and a hole expanding cutter.

ビツト保持部に取付けた拡孔カツターは、ビツ
ト保持部がドリルパイプ内を自由に移動できるよ
うに、ドリルパイプの内径より内側に収納できる
ようになつていなければならない。従来の拡孔カ
ツターはビツトより地上側に設けられていたた
め、ビツト保持部にこの拡孔カツターの収納部を
設ける必要がある。このためビツトのシヤンクに
当る部分が拡孔カツターの収納部として取られる
ため、ビツトのシヤツクに当る部分の一部の断面
積が小さくなり、必要な強度を保つため、ビツト
の大きさが制限される。このためにも拡孔カツタ
ーの切削効率を大きくできなかつた。これに対し
本発明では拡孔カツターをビツトより地中側に配
置したことにより拡孔カツターの収納空間を充分
とることができ、拡孔カツターとして従来より大
きなものを用いて切削能率を従来より向上でき、
ビツトのシヤンク部の断面も、拡孔カツターの収
納部を必要としない分だけ大きく強度的にも十分
になしうる利点を併せ有することができる試錐装
置を供することができる。
The hole expanding cutter attached to the bit holder must be able to be stored inside the inner diameter of the drill pipe so that the bit holder can move freely within the drill pipe. Since the conventional hole-expanding cutter was provided on the ground side of the bit, it is necessary to provide a storage section for the hole-expanding cutter in the bit holding section. For this reason, the part of the bit that touches the shank is used as a storage area for the hole-expanding cutter, so the cross-sectional area of the part of the bit that touches the shank becomes smaller, and in order to maintain the necessary strength, the size of the bit is limited. Ru. For this reason as well, the cutting efficiency of the hole-expanding cutter could not be increased. In contrast, in the present invention, the hole-expanding cutter is placed closer to the ground than the bit, which allows for sufficient storage space for the hole-expanding cutter, and the cutting efficiency is improved by using a larger hole-expanding cutter than before. I can do it,
The cross-section of the shank portion of the bit is also large to the extent that a housing section for the hole-expanding cutter is not required, and it is possible to provide a drilling device that also has the advantage of being sufficiently strong.

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図の上半部はビツト保持部がドリルパイプ
に対し錠止状態にある時、下半部は錠止を解いた
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 it is unlocked.

1はドリルパイプ、2は外管、3は内管で、外
管2はドリルパイプ1内に挿入可能の外径を有
し、内管3は外管2内に軸方向移動可能に外管2
内に挿入されている。内管3の下端にはビツト4
及び拡孔カツター5が取付けられており、構造上
内管3はビツト保持部をなしている。ビツト4は
内管3の下端中心に取付けられている。拡孔カツ
ター5は柄6を介して内管3に取付けられてお
り、ビツト4より地中側に突出して位置せしめて
ある。一端に拡孔カツター5を固着した柄6は、
他端側を内管3の下端外周に例えば120゜間隔で
形成された溝7に嵌められ、溝7内で内管3の直
径方向と直交するピン8で内管3に取付けれ、ピ
ン8を支点として内管3の直径方向と平行面で回
動しうるようになつている。柄6のピン8より他
端よりには、溝7の底と柄6との間にバネ9が挿
入され、このバネ9により、ドリルパイプ1の下
端より突出した拡孔カツター5が突出した位置で
拡孔カツター5の一部をドリルパイプ1の外径よ
り外に移動しうるようになつている。そして外管
2を内管3に対し相対的に移動させることによ
り、外管2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ツター5をドリル
パイプ1の内径より内側に維持したり、ドリルパ
イプ1の外径より外に突出させて維持できるよう
になつている。
1 is a drill pipe, 2 is an outer pipe, and 3 is an inner pipe, the outer pipe 2 has an outer diameter that can be inserted into the drill pipe 1, and the inner pipe 3 has an outer pipe that can be moved in the axial direction into the outer pipe 2. 2
inserted inside. Bit 4 is attached to the lower end of inner tube 3.
and a hole expanding cutter 5 are attached, and the inner tube 3 structurally serves as a bit holding section. The bit 4 is attached to the center of the lower end of the inner tube 3. The hole expanding cutter 5 is attached to the inner tube 3 via a handle 6, and is positioned so as to protrude underground from the bit 4. The handle 6 has a hole expanding cutter 5 fixed to one end.
The other end is fitted into grooves 7 formed on the outer periphery of the lower end of the inner tube 3 at intervals of 120 degrees, for example, and is attached to the inner tube 3 with pins 8 perpendicular to the diameter direction of the inner tube 3 within the grooves 7. It is designed to be able to rotate in a plane parallel to the diametrical direction of the inner tube 3 using the inner tube 3 as a fulcrum. A spring 9 is inserted between the bottom of the groove 7 and the handle 6 from the other end of the pin 8 of the handle 6, and this spring 9 causes the hole expanding cutter 5 to protrude from the lower end of the drill pipe 1. This allows a part of the hole expanding cutter 5 to be moved beyond the outer diameter of the drill pipe 1. By moving the outer tube 2 relative to the inner tube 3, the other end of the handle 6 is pressed and released from the outside with the lower end 2a of the outer tube 2, and the hole expanding cutter 5 is moved into the drill pipe 1. It can be maintained inside the inner diameter or projected outside the outer diameter of the drill pipe 1.

内管3の下端よりやや上部表面に形成された凹
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、図示しないバネにより内管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2の一部には錠止片操作窓11が開
口されている。錠止片操作窓11は、拡孔カツタ
ー5がドリルパイプ1の下端より先に突出し、ド
リルパイプ1の外径より外に一部が突出して外管
2の下端により保持された位置で、錠止片10の
一部を錠止片操作窓11を通し外に突出させうる
ようになつている。ドリルパイプ1の内面には、
丁度、錠止片操作窓11から突出した錠止片10
の一部と嵌合し、ドリルパイプ1の軸方向及び周
方向にも相対的移動不能に錠止片10を係合する
凹部12が形成され、錠止片10と凹部12の係
合により内管3はドリルパイプ1に固定され、ド
リルパイプ1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つて
いる。外管2の下端2aが柄6の一端から離れ拡
孔カツター5にドリルパイプ1の内側に位置しう
るように外管2を上方(地上側)に移動すると、
錠止片10の一部は次第に外管2内に外管2の錠
止片操作窓11の縁によつて抑えこまれ、第1図
の下半部に示すように外管2の内面により、外管
2内に維持されるようになつている。
A lock piece 10 is provided in a recess formed on the surface slightly above the lower end of the inner tube 3 so as to fit within the outer periphery of the inner tube 3, and a portion of the lock piece 10 along the circumferential direction of the inner tube 3 is provided. is provided so as to be able to protrude to the outside of the inner tube 3 by means of a spring (not shown). A locking piece operation window 11 is opened in a part of the outer tube 2 where the locking piece 10 is located. The locking piece operating window 11 is located at a position where the hole expanding cutter 5 protrudes ahead of the lower end of the drill pipe 1, a portion protrudes outside the outer diameter of the drill pipe 1, and is held by the lower end of the outer pipe 2. A part of the locking piece 10 can be projected outside through a locking piece operating window 11. On the inner surface of drill pipe 1,
The lock piece 10 just protrudes from the lock piece operation window 11.
A recess 12 is formed which engages a part of the drill pipe 1 with the locking piece 10 relatively immovably in the axial and circumferential directions of the drill pipe 1. The 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. When the outer tube 2 is moved upward (toward the ground side) so that the lower end 2a of the outer tube 2 is separated from one end of the handle 6 and positioned inside the drill pipe 1 by the hole-expanding cutter 5,
A portion of the locking piece 10 is gradually held down inside the outer tube 2 by the edge of the locking piece operating window 11 of the outer tube 2, and is pushed into the outer tube 2 by the inner surface of the outer tube 2 as shown in the lower half of FIG. , is adapted to be maintained within the outer tube 2.

内管3の地上側の上端は、外管2の上端より内
側にやや短かくなつており、上記のように外管2
と内管3とを軸方向に相対的に移動させると、内
管3の上端と重なつたり、重ならなくなつたりす
る外管2の上部2bに、約140゜の角度の扇形の
止水片13が外管2の外周に突出して相対し、外
管2に対し、スプライン嵌合により周方向移動不
能に取付けてある。外管2には内外に通ずる通水
孔14が設けられ、止水片13の間から外管2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 2, and as described above, the upper end of the outer pipe 2
When the inner tube 3 and the inner tube 3 are moved relative to each other in the axial direction, a fan-shaped water stopper at an angle of approximately 140° is formed at the upper part 2b of the outer tube 2, which overlaps or does not overlap with the upper end of the inner tube 3. A piece 13 protrudes from and faces the outer circumference of the outer tube 2, and is attached to the outer tube 2 by spline fitting so as not to be movable in the circumferential direction. The outer tube 2 is provided with a water passage hole 14 that communicates between the inside and the outside, and extends downward from between the water stop pieces 13 to a portion where the outer tube 2 and the inner tube 3 always overlap.

外管2の通水孔14に面する内管3の部分には
係止片15がくさびを介して外管2の周方向には
移動不能に取付けられている。係止片15が外管
2の通水孔14より外に突出し、止水片13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。
A locking piece 15 is attached via a wedge to a portion of the inner tube 3 facing the water passage hole 14 of the outer tube 2 so as not to be movable in the circumferential direction of the outer tube 2. The locking piece 15 is formed to protrude outward from the water passage hole 14 of the outer tube 2 and to form a closed ring with the water stopper piece 13.

外管2と止水片13とを結合するスプライン
は、外管2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つていて、止水片13
は外管2に対し軸方向に若干移動できるようにな
つており、係止片15もくさびに沿つて内管3に
対し若干軸方向に移動可能となつている。
The spline connecting the outer tube 2 and the water stopper piece 13 is such that the spline provided on the outer surface of the outer tube 2 connects the water stopper piece 13.
The water stop piece 13 is slightly longer than the axial width of the water stop piece 13.
can be moved slightly in the axial direction with respect to the outer tube 2, and the locking piece 15 can also be moved slightly in the axial direction with respect to the inner tube 3 along the wedge.

前述の錠止片10をドリルパイプ1の凹部12
と係合し、拡孔カツター5をドリルパイプ1の外
径より外に突出状態に保持しうる位置に外管2が
移動した状態では、止水片13と係止片15が同
一円周上に位置し円環体を形成するようになつて
おり、この円環体の地中側の端面は、ドリルパイ
プ1の内面に形成された地上側に向つた円環状段
16と当接し、止水片13と係止片15とは円環
状段16と協働し、外管2とドリルパイプ1との
間を塞ぎ、ドリルパイプ1内を地上側から送られ
て来た水が、外管2とドリルパイプ1との間を通
つて下端側に流れるのを阻止するようになつてい
る。係止片15と円環状段16は、外管2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10が凹部12と係合しない状態のとき、錠止
片10が凹部12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 aforementioned locking piece 10 is inserted into the recess 12 of the drill pipe 1.
When the outer tube 2 is moved to a position where the hole expanding cutter 5 can be held in a protruding state beyond the outer diameter of the drill pipe 1, the water stopper piece 13 and the locking piece 15 are on the same circumference. The end surface of this toroidal body on the underground side comes into contact with an annular step 16 formed on the inner surface of the drill pipe 1 and facing toward the ground side. The water piece 13 and the locking piece 15 cooperate with the annular step 16 to close the space between the outer pipe 2 and the drill pipe 1, so that the water sent from the ground side inside the drill pipe 1 is 2 and the drill pipe 1 to prevent it from flowing toward the lower end. The locking piece 15 and the annular step 16 lock when the outer pipe 2 and the inner pipe 3 have been moved from the ground side to the underground side and the locking piece 10 is not yet engaged with the recess 12. The piece 10 serves as a locking device for stopping the inner tube 3 in a position opposite the recess 12.

外管2の上端には内管3内に連通するように設
けられた水取入口17があり、水取入口17から
入つた水は内管3内を通り、内管3の下端から、
ビツト4や拡孔カツター5の近くに供給されるよ
うになつている。
There is a water intake port 17 provided at the upper end of the outer pipe 2 so as to communicate with the inner pipe 3, and water entering from the water intake port 17 passes through the inner pipe 3 and from the lower end of the inner pipe 3.
It is designed to be supplied near the bit 4 and the hole-expanding cutter 5.

外管2の上端にはまた地上側に突出する円錐鋲
頭状の突出部18が設けられている。
The upper end of the outer tube 2 is also provided with a conical riveted protrusion 18 that protrudes toward the ground side.

外管2、内管3等からなるビツト保持部は、外
管2を内管3に対して上端側に移動させ、拡孔カ
ツター5をドリルパイプ1内に挿入しうるように
すると共に、錠止片10を外管2によつて外管2
内に押え込んだ状態にして、ドリルパイプ1の地
上側端部からドリルパイプ1内に挿入し、その上
からドリルパイプ1内に加圧水を供給し、加圧水
でドリルバイプ1の地中側端部に向つて送られ
る。地中側に達した内管3は係止片15が円環状
段16に当ることによつて錠止位置に止められ
る。次いで慣性と水圧により、外管2が地中側に
移動し、ドリルパイプ1の下端より先に突出した
拡孔カツター5を拡開せしめると共に錠止片10
を凹部12と係合してドリルパイプ1と内管3と
を一体に結合する。同時に外管2に設けられた止
水片13は円環状段16に当つて係止片15と円
環を形成し、外管2とドリルパイプ1との間を通
つて水がドリルパイプ1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内を通つ
てビツト4及び拡孔カツター5の付近に供給され
るようになる。この状態で地上からドリルパイプ
1を回転し同時に地中に向つて押し進めれば、地
中に向つて孔を掘削できる。
The bit holding part consisting of the outer tube 2, inner tube 3, etc. moves the outer tube 2 to the upper end side with respect to the inner tube 3 so that the hole expanding cutter 5 can be inserted into the drill pipe 1, and also locks the bit. The stopper 10 is attached to the outer tube 2 by the outer tube 2.
Insert the drill pipe 1 into the drill pipe 1 from the ground side end of the drill pipe 1, and supply pressurized water into the drill pipe 1 from above, and pressurize the water to the underground side end of the drill pipe 1. sent towards. 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 16. Next, due to inertia and water pressure, the outer pipe 2 moves underground, expanding the hole expanding cutter 5 that protrudes from the lower end of the drill pipe 1, and the locking piece 10
is engaged with the recess 12 to connect the drill pipe 1 and the inner pipe 3 together. At the same time, the water stopper piece 13 provided on the outer pipe 2 comes into contact with the annular step 16 to form a ring with the locking piece 15, and water passes between the outer pipe 2 and the drill pipe 1 and the water enters the drill pipe 1. Since water is prevented from flowing to the lower end, water is supplied from the water intake port 17 through the inner pipe 3 to the vicinity of the bit 4 and the hole-expanding cutter 5. In this state, if the drill pipe 1 is rotated from the ground and pushed toward the ground at the same time, a hole can be drilled into the ground.

ビツト4や拡孔カツター5の切刃の摩耗等によ
り、ドリルパイプ1の地中への進入速度が低下
し、ビツト4や拡孔カツター5の取替等の必要が
生じた場合、フツクを一端に取付けたワイヤーを
ドリルパイプ1内に挿入し、水流でフツクを地中
側に送つて外管2上端の突出部18とフツクを係
合させ、ワイヤーによつて内管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
によつて先づ外管2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2の移
動によつて拡孔カツター5は外管2の内径範囲内
に収まり、錠止片10は錠止片操作窓11によつ
て外管2内に押し込まれて内管3とドリルパイプ
1との係合が解かれる。同時に止水片13は第1
図下半及び第2図に示すように、係止片15より
地上側に移動して段違いになるため外管2とドリ
ルパイプ1の間を通つて地中に水が通過できるよ
うになる。このような状態で内管3、外管2等を
ワイヤーにより地上に向つて引上げることができ
るので、ドリルパイプ1内の水は内管3の中及び
外管2とドリルパイプ1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
業を容易に行なうことができる。
If the penetration speed of the drill pipe 1 into the ground decreases due to wear of the cutting blades of the bit 4 or the hole-expanding cutter 5, and it becomes necessary to replace the bit 4 or the hole-expanding cutter 5, remove the hook at one end. Insert the wire attached to the drill pipe 1 into the drill pipe 1, send the hook underground with water flow, engage the hook with the protrusion 18 at the upper end of the outer pipe 2, and then insert the wire attached to the inner pipe 3, the outer pipe 2, etc. can be pulled out to the ground. At this time, the outer tube 2 is first moved to the ground side relative to the inner tube 3 by the wire as shown in the lower half of FIG. Due to this movement of the outer tube 2, the hole expanding cutter 5 falls within the inner diameter range of the outer tube 2, and the locking piece 10 is pushed into the outer tube 2 by the locking piece operation window 11 and is connected to the inner tube 3. The engagement with the drill pipe 1 is released. At the same time, the water stop piece 13 is
As shown in the lower half of the figure and in FIG. 2, the locking piece 15 moves to the ground side and becomes different in level, allowing water to pass underground through between the outer pipe 2 and the drill pipe 1. In this state, the inner pipe 3, outer pipe 2, etc. can be pulled up toward the ground using wires, so that the water in the drill pipe 1 is drained into the inner pipe 3 and between the outer pipe 2 and the drill pipe 1. Since the load of water on pulling is reduced, the lifting work can be easily carried out.

止水片13と係止片15とは錠止片10がドリ
ルパイプ1の凹部12と係合する位置でドリルパ
イプ1の円環状段16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2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10に外管2の錠止片操作窓1
1の縁が食い込んだりして錠止片10が外管2内
に引込みにくくなつた時、ドリルパイプ1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15を軸方向に若干動
きうるように設けておく方が使用に当つて便利で
ある。
The water stopper piece 13 and the locking piece 15 can be moved in the axial direction if they are formed so that the locking piece 10 is securely pressed against the annular step 16 of the drill pipe 1 at the position where the locking piece 10 engages with the recess 12 of the drill pipe 1. Outer tube 2 and inner tube 3 so that
may be fixed respectively. However, due to wear due to use, etc., the lock piece 10 of the outer tube 2 is closed to the lock piece operating window 1.
When the locking piece 10 becomes difficult to pull into the outer pipe 2 due to the edge of the drill pipe 1 biting in, in order to make it easier to unlock by shaking the drill pipe 1 up and down, or to allow for dimensional errors, the above-mentioned method can be used. As shown in the embodiment, it is more convenient to use the water stopper piece 13 and the locking piece 15 so that they can be moved slightly in the axial direction.

また通水孔14は止水片13の上方まで延長し
て内管3内と連通するようにし、この部分を水取
入口17とすることもできる。
Further, the water passage hole 14 may be extended above the water cutoff piece 13 to communicate with the inside of the inner pipe 3, and this portion may be used as the water intake port 17.

本発明装置によれば、拡孔カツター5をビツト
4より地中側に設けたことにより、拡孔カツター
5が、ビツト4より地上側に設けられている場合
のようにビツト4のシヤンクとなる内管3に拡孔
カツター5の収納部を設ける必要がなく、ビツト
4の保持部を太く丈夫にでき、拡孔カツター5は
内側に何もない空間に収納しうるため大きくでき
る。拡孔カツター5が従来よりも大きくなり、大
きくした拡孔カツター5で第1図に示すように円
筒孔19をビツト4より大きい周速で切削し、そ
して中心に残つた径の小さい中心コア20は、ビ
ツト4で切削及び押しつぶして破砕して孔を掘削
するので従来よりも掘削性能のよい試錐装置を提
供できる。
According to the device of the present invention, by providing the hole-expanding cutter 5 on the underground side of the bit 4, the hole-expanding cutter 5 becomes a shank of the bit 4 as in the case where the hole-expanding cutter 5 is provided on the ground side of the bit 4. There is no need to provide a storage part for the hole-expanding cutter 5 in the inner tube 3, the holding part for the bit 4 can be made thick and strong, and the hole-expanding cutter 5 can be made large because it can be stored in an empty space inside. The hole-expanding cutter 5 is now larger than the conventional one, and the enlarged hole-expanding cutter 5 cuts the cylindrical hole 19 at a peripheral speed higher than the bit 4 as shown in FIG. Since the drill hole is drilled by cutting and crushing the drill bit using Bit 4, it is possible to provide a drilling device with better drilling performance than the conventional drill.

【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1に錠止された状態
を示し、下半部は内管3がドリルパイプ1から解
錠された状態を示した図、第2図は、第1図の外
管2と止水片13、係止片15及び通水孔14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4図は、止水片13
と係止片15との関係を示した斜視図である。 1……ドリルパイプ、2……外管、2a……下
端、2b……上部、3……内管、4……ビツト、
5……拡孔カツター、6……柄、7……溝、8…
…ピン、9……バネ、10……錠止弁、11……
錠止片操作窓、12……凹部、13……止水片、
14……通水孔、15……係止片、16……円環
状段、17……水取入口、18……突出部、19
……円筒孔、20……中心コア。
FIG. 1 is a longitudinal cross-sectional view of a 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 1, and the lower half shows the state in which the inner pipe 3 is unlocked from the drill pipe 1. 2 is a perspective view showing the relative positions of the outer tube 2 in FIG. 1, the water stopper piece 13, the locking piece 15, and the water passage hole 14, and FIG. and the sectional view taken along line A-A in FIG. 2, and FIG. 4 show the water stop piece 13
3 is a perspective view showing the relationship between the locking piece 15 and the locking piece 15. FIG. 1...Drill pipe, 2...Outer pipe, 2a...Lower end, 2b...Upper part, 3...Inner pipe, 4...Bit,
5... Hole expansion cutter, 6... Handle, 7... Groove, 8...
...Pin, 9...Spring, 10...Lock valve, 11...
Lock stopper operation window, 12... recess, 13... water stopper,
14... Water hole, 15... Locking piece, 16... Annular step, 17... Water intake port, 18... Projection, 19
... Cylindrical hole, 20 ... Central core.

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
面に設けた凹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ツト
及び拡孔カツターがドリルパイプの下端より先に
突出し拡孔カツ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うになつた試錐
装置において、拡孔カツターをビツトより地中側
に位置せしめたことを特徴とする試錐装置。
1 Comprising 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 attached to the inner pipe at the lower end of the drill pipe. A portion of the locking piece protrudes from the locking piece operating window provided on the outer pipe and engages with a recess provided on the inner surface of the drill pipe, making it immovable relative to the drill pipe and capable of rotating together with the drill pipe, At the same time, in a drilling device in which a bit and a hole-expanding cutter provided at the lower end of the inner tube 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, A drilling device characterized in that the hole-expanding cutter is located underground from the bit.
JP21165681A 1981-09-17 1981-12-28 Drilling apparatus Granted JPS58117195A (en)

Priority Applications (8)

Application Number Priority Date Filing Date Title
JP21165681A JPS58117195A (en) 1981-12-28 1981-12-28 Drilling apparatus
GB08226203A GB2108552B (en) 1981-09-17 1982-09-14 Earth boring apparatus
AU88401/82A AU557254B2 (en) 1981-09-17 1982-09-15 Boring apparatus
DE3234552A DE3234552C2 (en) 1981-09-17 1982-09-17 Device for making a rock borehole
DE3249691A DE3249691C2 (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
IT49131/82A IT1149082B (en) 1981-09-17 1982-09-17 DRILLING APPARATUS
US06/419,192 US4470470A (en) 1981-09-17 1982-09-17 Boring apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21165681A JPS58117195A (en) 1981-12-28 1981-12-28 Drilling apparatus

Publications (2)

Publication Number Publication Date
JPS58117195A JPS58117195A (en) 1983-07-12
JPS6143513B2 true JPS6143513B2 (en) 1986-09-27

Family

ID=16609404

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21165681A Granted JPS58117195A (en) 1981-09-17 1981-12-28 Drilling apparatus

Country Status (1)

Country Link
JP (1) JPS58117195A (en)

Also Published As

Publication number Publication date
JPS58117195A (en) 1983-07-12

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