JPH08270361A - Return stopping device for thread joint part of boring rod - Google Patents

Return stopping device for thread joint part of boring rod

Info

Publication number
JPH08270361A
JPH08270361A JP7612095A JP7612095A JPH08270361A JP H08270361 A JPH08270361 A JP H08270361A JP 7612095 A JP7612095 A JP 7612095A JP 7612095 A JP7612095 A JP 7612095A JP H08270361 A JPH08270361 A JP H08270361A
Authority
JP
Japan
Prior art keywords
vertical
boring rod
boring
tip
rear end
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.)
Pending
Application number
JP7612095A
Other languages
Japanese (ja)
Inventor
Kouei Matsuzaki
昂英 松崎
Takukichi Kubota
卓吉 窪田
Shigeki Uemura
繁樹 植村
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.)
AKIBA SANGYO KK
Original Assignee
AKIBA SANGYO 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 AKIBA SANGYO KK filed Critical AKIBA SANGYO KK
Priority to JP7612095A priority Critical patent/JPH08270361A/en
Publication of JPH08270361A publication Critical patent/JPH08270361A/en
Pending legal-status Critical Current

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  • Earth Drilling (AREA)

Abstract

PURPOSE: To prevent the thread part from returning at reverse rotation, in a thread type boring rod. CONSTITUTION: The extreme end and the rear end joint parts 24, 25 are threadedly engaged with each other, so as to mutually join together boring rods 22. The exterme end of the joined boring rods 22 is provided with a spread bit device. A plurality of vertical grooves 34 are provided on the outer circumference of the rear end joint part 25. Outer vertical linear projections 35 are provided on the outer circumference of the extreme end joint part 24, and wide vertical grooves 36 wider than the vertical grooves 34 are provided between the outer vertical linear projections 35. Inner vertical linear projections 38 to be inserted into both vertical grooves 34, 36 are provided on the inner circumference of a socket 37 to be fitted to both joint parts 24, 25 from the outside. Even if after drilling the boring rod 22 is rotated in the reverse direction and the threaded engagement is loosened, the outer vertical linear projections 35 of the extreme end joint part 24 are locked with the inner vertical linear projections 38 of the cylindrical socket 37.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、水井戸,アンカー工
事,地辷り防止などで地中に埋設管を埋設する掘削に用
いる掘削装置に係わり、先端に拡大及び復帰可能な拡大
ビット装置を設けたボーリングロッドにおけるねじ接合
部の戻り止め装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an excavating device used for excavating a buried pipe in the ground for a water well, anchor work, landslide prevention, etc. And a detent device for a threaded joint in a boring rod.

【0002】[0002]

【従来の技術】従来鋼管などからなる埋設管を埋め込む
ボーリングにおいては、埋設管の先端に設けたビット装
置に衝撃を与え回転しながら掘削を行い、その掘削に伴
って前記埋設管を継ぎ足して掘進するようにしており、
その埋設管の地中への挿入を容易にするため、前記埋設
管より大径な穿孔径のビット装置が使用される。そして
そのビット装置を掘削後に引き上げて回収するために、
埋設管先端から出没自在でかつ穿孔径が拡大,縮小復帰
可能な拡大ビット装置が開発され、この拡大ビット装置
として、同一出願人は特開平6−330686号公報
で、エアーハンマーの衝撃力及び回転力を受けるデバイ
スの先端に連結孔を形成し、この連結孔内にビット装置
の基端に設けた連結軸を回動自在に連結し、前記デバイ
スに対して前記ビット装置を円周方向に所定角度回動し
て該ビット装置の穿孔径を拡大し、前記デバイスの回転
により前記ビット装置を回転しながら穿孔する掘削装置
において、前記連結孔の内周面に回転伝達ピンを設け、
この回転伝達ピンが係合し前記ビット装置を前記所定角
度回転可能とする係合溝を前記連結軸に形成し、前記係
合溝の円周方向一側に、前記回転伝達ピンを介して前記
デバイスの回転を前記ビット装置に伝達する伝達係合部
を設けた掘削装置を提案している。また、特公平3−2
1717号公報の掘削装置では、デバイスが掘削方向に
回転した際に、両ビット装置の各々一方の端部が共にデ
バイスの外周面より所定の掘削量分だけ突出(同公報第
5欄第38〜42行)して穿孔径が拡大し、一方、掘削終了
後はビット装置等を掘削パイプから抜くが、その際には
ハンマーシリンダを矢印の方向へ回転させるとビット装
置は掘削時と歯逆の動作をして直径がデバイス下端と等
しいかもしくは小さく(同公報第6欄第42行〜第7欄3
行)なって縮小するものが提案されている。そしてこれ
らの掘削装置の拡大ビット装置は、ボーリングロッドの
先端に設けられ、また、この種のボーリングロッドとし
ては両端に設けたねじ部を螺合して連結するものが用い
られている。
2. Description of the Related Art Conventionally, in a boring for embedding a buried pipe made of steel pipe or the like, a bit device provided at the tip of the buried pipe is shocked to perform excavation while rotating, and along with the excavation, the buried pipe is replenished to advance. I am doing
In order to facilitate the insertion of the buried pipe into the ground, a bit device having a hole diameter larger than that of the buried pipe is used. And in order to pull up and collect the bit device after excavation,
An expanding bit device has been developed which can be retracted from the tip of the buried pipe and can expand and reduce the diameter of the perforation. As the expanding bit device, the same applicant discloses in Japanese Patent Application Laid-Open No. 6-330686 that the impact force and rotation of an air hammer are applied. A connecting hole is formed at the tip of the device that receives the force, and a connecting shaft provided at the base end of the bit device is rotatably connected in the connecting hole, and the bit device is circumferentially predetermined with respect to the device. In a drilling device that rotates by an angle to expand a drilling diameter of the bit device and drills while rotating the bit device by rotating the device, a rotation transmission pin is provided on an inner peripheral surface of the connecting hole,
An engagement groove that engages with the rotation transmission pin and enables the bit device to rotate by the predetermined angle is formed in the coupling shaft, and the rotation transmission pin is provided on one side in the circumferential direction of the engagement groove via the rotation transmission pin. It proposes an excavating device provided with a transmission engaging portion for transmitting the rotation of the device to the bit device. In addition, Japanese Patent Fair 3-2
In the excavation device of Japanese Patent No. 1717, when the device rotates in the excavation direction, one end of each of the two bit devices both protrudes from the outer peripheral surface of the device by a predetermined excavation amount (the same column, column 38 to 38). (42 line) and the drilling diameter increases, while the bit device etc. is pulled out from the drill pipe after completion of the excavation, but at that time, if the hammer cylinder is rotated in the direction of the arrow, the bit device will have teeth opposite to those at the time of excavation. After the operation, the diameter is equal to or smaller than the lower end of the device (the same publication, column 6, line 42 to column 7, 3).
It has been proposed to reduce the number of lines. The expansion bit devices of these excavators are provided at the tip of the boring rod, and as this type of boring rod, those in which screw parts provided at both ends are screwed and connected are used.

【0003】[0003]

【発明が解決しようとする課題】上記従来の両掘削装置
では、ボーリングロッドを一側に回転してビット装置を
拡大し、該一側回転により掘削を行った後、ボーリング
ロッドを他側に回転してビット装置を縮小し、この縮小
したビット装置を引き抜き、またねじ部により複数接合
したボーリングロッドは、該ねじ部の接合を解除して再
利用するものである。しかし先端のビット装置が圧接す
る土質条件等により、前記他側回転時に抵抗が生じてビ
ット装置が縮小する前にボーリングロッドのねじ部が戻
ってしまい、さらにねじ部が外れて離脱し、ボーリング
ロッドのみが外れて先端の拡大ビット装置を回収できな
くなるという問題があった。
In both of the conventional excavators described above, the boring rod is rotated to one side to enlarge the bit device, and the boring rod is rotated to the other side after excavating by the one side rotation. Then, the bit device is reduced in size, the reduced bit device is pulled out, and a plurality of boring rods joined by screw portions are used by releasing the joined screw portions. However, due to the soil condition in which the bit device at the tip of the boring rod is pressed into contact, the screw part of the boring rod returns before the bit device shrinks due to resistance when rotating on the other side, and the screw part disengages and separates. There was a problem in that it was impossible to collect the enlarged bit device at the tip because only this part came off.

【0004】そこで本発明はボーリングロッドを掘削方
向と逆に回転してもねじ部が外れることなく先端のビッ
ト装置を確実に回収することができるボーリングロッド
におけるねじ接合部の戻り止め装置を提供することを目
的とする。
Therefore, the present invention provides a detent device for a threaded joint in a boring rod that can reliably recover the bit device at the tip without the screw part coming off even if the boring rod is rotated in the direction opposite to the excavation direction. The purpose is to

【0005】[0005]

【課題を解決するための手段】請求項1の発明は、ボー
リングロッドに先端及び後端ジョイント部を設け、これ
らジョイント部に設けたねじ部によりボーリングロッド
相互を接合すると共に、この複数接合されたボーリング
ロッドの先端に拡大ビット装置を設け、前記ボーリング
ロッドを一側に回動して前記拡大ビット装置の穿孔径を
拡大すると共に、該ボーリングロッドを他側に回動して
復帰するボーリングロッドにおけるねじ接合部の戻り止
め装置において、前記後端ジョイント部の外周に複数の
縦溝を設け、前記先端ジョイント部の外周に外縦突条を
設けると共に、前記外縦突条間に前記縦溝より円周方向
幅広な幅広縦溝を設け、前記両ジョイント部に外嵌する
ソケットの内周に、前記両縦溝に挿入する内縦突条を設
けたものである。
According to a first aspect of the present invention, a tip and a rear end joint portion are provided on a boring rod, and the boring rods are joined to each other by a screw portion provided on these joint portions, and a plurality of these are joined. A boring rod in which an expanding bit device is provided at the tip of a boring rod, and the boring rod is rotated to one side to expand the drilling diameter of the expanding bit device, and the boring rod is rotated to the other side to return. In the detent device for screw joints, a plurality of vertical grooves are provided on the outer periphery of the rear end joint portion, and outer vertical protrusions are provided on the outer periphery of the tip joint portion, and the vertical groove is provided between the outer vertical protrusions. A wide vertical groove that is wide in the circumferential direction is provided, and an inner vertical protrusion that is inserted into the both vertical grooves is provided on the inner circumference of the socket that is externally fitted to both joint portions.

【0006】また請求項2の発明は、前記幅広縦溝に対
応して前記縦溝を複数設けたものである。
The invention of claim 2 provides a plurality of the vertical grooves corresponding to the wide vertical grooves.

【0007】[0007]

【作用】上記請求項1記載の構成では、先端ジョイント
部の後側にソケットを仮固定した状態で、後端ジョイン
ト部に先端ジョイント部を螺合して先端側と後端側のボ
ーリングロッドを接合した後、ソケットの内縦突条を両
者の縦溝に挿入する。そして掘削が終わってボーリング
ロッドを前記螺合と逆方向に回転し、前記螺合が緩んだ
場合は、先端ジョイント部の外縦突条がソケットの内縦
突条に係止し、さらにソケットの内縦突条と縦溝との係
合により後端ジョイント部の回転が先端ジョイント部に
伝達される。
In the structure according to the above-mentioned claim 1, in the state where the socket is temporarily fixed to the rear side of the front end joint portion, the front end joint portion is screwed into the rear end joint portion to form the boring rod on the front end side and the rear end side. After joining, insert the inner vertical ridges of the socket into both vertical grooves. Then, after excavation is completed, the boring rod is rotated in the direction opposite to the screw engagement, and when the screw engagement is loosened, the outer vertical protrusion of the tip joint part is locked to the inner vertical protrusion of the socket, and further the socket The rotation of the rear end joint portion is transmitted to the front end joint portion by the engagement between the inner vertical protrusion and the vertical groove.

【0008】上記請求項2記載の構成では、先端側の幅
広縦溝に対応して後端側の縦溝が複数設けられ、1つの
幅広縦溝に対応して2つ以上の縦溝を設けられているた
め、後端ジョイント部に先端ジョイント部を完全に螺合
した状態で、後端側の一方の縦溝位置に先端側の外縦突
条が部分的に重なって該一方の縦溝を塞いでも、他方の
縦溝が先端の幅広縦溝に連通した状態で位置するため、
ソケットの内縦突条を後端ジョイント部の縦溝に確実に
挿入することができる。
In the above-mentioned structure, a plurality of vertical grooves on the rear end side are provided corresponding to the wide vertical grooves on the front end side, and two or more vertical grooves are provided on one wide vertical groove. Therefore, with the front end joint part completely screwed into the rear end joint part, the outer vertical projection on the front end side partially overlaps with the one vertical groove position on the rear end side. Even if it is closed, since the other vertical groove is positioned in communication with the wide vertical groove at the tip,
The inner vertical protrusion of the socket can be reliably inserted into the vertical groove of the rear end joint portion.

【0009】[0009]

【実施例】以下、本発明の実施例を添付図面を参照して
説明する。図1ないし図10は本発明の一実施例を示
し、まず本発明に用いる拡大ビット装置の一例を説明す
ると、図6ないし図10において、鋼管などからなる埋
設管1の先端には、ビットケーシングパイプ2が溶着さ
れ、このケーシングパイプ2は、内側の内周段部3を介
して先端に肉厚部4を有している。前記埋設管1内に
は、エアーハンマー5が挿入され、このエアーハンマー
5にはデバイス6基端の筒部7が連結され、この筒部7
の外周にはスプライン溝8が一体に形成され、前記エア
ーハンマー5の縦溝9に前記スプライン溝8が嵌合して
該エアーハンマー5の回転が前記デバイス6に伝達され
るようになっており、さらに、前記エアーハンマー5は
圧縮空気などを動力源とするハンマーピストン5Aを内
臓し、このハンマーピストン5Aが前記筒部7を殴打し
て衝撃力を伝達する。前記デバイス6の外周には、掘削
した土砂などを埋設管1上方に排出する複数の排出溝10
が縦設されると共に、前記ビットケーシングパイプ2の
内周段部3に係合する外周段部11が周設されている。前
記デバイス6の先端側には、該デバイス6の軸芯に対し
て連結孔12が偏心して形成され、その連結孔12の内面に
臨んで回転伝達ピン13が横設され、この回転伝達ピン13
はデバイス6に穿設した取付孔14に着脱自在に固定され
る。前記連結孔12には、拡大ビット装置15基端の連結軸
16が回動かつ図示上下スライド可能に挿入され、前記連
結軸16の外周には前記回転伝達ピン13に係合し前記拡大
ビット装置15を所定角度回転可能とする係合溝17が形成
されている。この係合溝17は、前記回転伝達ピン13が前
記連結軸16の外周に沿って略180度回動可能に形成さ
れ、その円周方向一側には、回転伝達ピン13を介して、
デバイス6の一側方向Rの回転を拡大ビット装置15に伝
達する伝達係合面たる一側係合面18と、他側方向の回転
を拡大ビット装置15に伝達する他側係合面19とが形成さ
れ、その係合溝17は、前記伝達ピン13の直径より大きな
幅H1を有すると共に、この幅H1で円周方向に図示上
下に一定幅で形成されている。前記拡大ビット装置15は
先端側の中心取付部15Aと、この中心取付部15Aの後方
に一体に設けた偏心取付部15Bとからなり、該拡大ビッ
ト装置15の中心取付部15Aの中心軸Cは、該拡大ビット
装置15の拡大状態でデバイス6の軸芯と同心位置になる
ように設定されている。また、拡大ビット装置15の先端
には超硬合金からなる複数のチップ20が設けられてい
る。そして図6に示すように、拡大ビット装置15の先端
を接地した状態で、拡大ビット装置15に打撃を与えて掘
削を開始し、拡大ビット装置15がビットケーシングパイ
プ2の先端から突出したら、デバイス6に打撃と共に回
転を与える。すると回転伝達ピン13が係合溝17に沿って
180度回転し、これにより、デバイス6に対して拡大
ビット装置15が180度回転し、この状態で中心取付部
15Aがデバイス6の軸芯と同心をなし、かつ偏心取付部
15Bが側方に張り出し、穿孔径Pが拡大する。また、1
80度回転した回転伝達ピン13は一側係合面18に係合し
てデバイス6の一側方向Rへの回転が拡大ビット装置15
に伝達される。そしてエアーハンマー5からの衝撃力と
回転力により所定深さの掘削を終了したら、今度はデバ
イス6を逆方向に回転すると、拡大ビット装置15が元に
復帰し、これを埋設管1内に引き上げて回収することが
できようになっている。
Embodiments of the present invention will be described below with reference to the accompanying drawings. 1 to 10 show an embodiment of the present invention. First, an example of an enlarged bit device used in the present invention will be described. In FIGS. 6 to 10, a bit casing is provided at the tip of an embedded pipe 1 made of a steel pipe or the like. The pipe 2 is welded, and the casing pipe 2 has a thick portion 4 at the tip via an inner peripheral step portion 3 on the inner side. An air hammer 5 is inserted into the buried pipe 1, and a tube portion 7 at the base end of the device 6 is connected to the air hammer 5.
A spline groove 8 is integrally formed on the outer periphery of the air hammer 5, and the spline groove 8 is fitted in the vertical groove 9 of the air hammer 5 so that the rotation of the air hammer 5 is transmitted to the device 6. Further, the air hammer 5 has a built-in hammer piston 5A which uses compressed air or the like as a power source, and the hammer piston 5A strikes the cylindrical portion 7 to transmit an impact force. A plurality of discharge grooves 10 for discharging excavated earth and sand and the like above the buried pipe 1 are provided on the outer periphery of the device 6.
And a peripheral stepped portion 11 that engages with the inner peripheral stepped portion 3 of the bit casing pipe 2. A connecting hole 12 is formed on the tip side of the device 6 so as to be eccentric with respect to the axis of the device 6, and a rotation transmitting pin 13 is laterally provided facing the inner surface of the connecting hole 12.
Is detachably fixed to a mounting hole 14 formed in the device 6. The connecting hole 12 has a connecting shaft at the base end of the enlarged bit device 15.
16 is inserted so as to be rotatable and vertically slidable in the drawing, and an engaging groove 17 is formed on the outer periphery of the connecting shaft 16 for engaging the rotation transmitting pin 13 and rotating the enlarged bit device 15 by a predetermined angle. There is. The engagement groove 17 is formed so that the rotation transmission pin 13 can rotate about 180 degrees along the outer periphery of the coupling shaft 16, and the rotation transmission pin 13 is provided on one side in the circumferential direction of the rotation transmission pin 13.
One side engagement surface 18 that is a transmission engagement surface that transmits rotation of the device 6 in one side direction R to the expansion bit device 15, and another side engagement surface 19 that transmits rotation of the other side direction to the expansion bit device 15. The engaging groove 17 has a width H1 larger than the diameter of the transmission pin 13 and is formed with a constant width in the circumferential direction at the width H1. The expansion bit device 15 is composed of a center mounting part 15A on the tip side and an eccentric mounting part 15B integrally provided behind the center mounting part 15A. The center axis C of the center mounting part 15A of the expansion bit device 15 is It is set so as to be concentric with the axis of the device 6 in the expanded state of the expansion bit device 15. Further, a plurality of chips 20 made of cemented carbide are provided at the tip of the expansion bit device 15. Then, as shown in FIG. 6, with the tip of the expansion bit device 15 grounded, the expansion bit device 15 is hit to start excavation, and when the expansion bit device 15 projects from the tip of the bit casing pipe 2, the device 6 gives a rotation with a hit. Then, the rotation transmitting pin 13 rotates 180 degrees along the engaging groove 17, whereby the expansion bit device 15 rotates 180 degrees with respect to the device 6, and in this state, the central mounting portion
15A is concentric with the axis of device 6 and has an eccentric mounting part
15B overhangs laterally and the perforation diameter P increases. Also, 1
The rotation transmitting pin 13 rotated by 80 degrees engages with the one side engaging surface 18 to increase the rotation of the device 6 in the one side direction R. Bit device 15
Is transmitted to When the excavation to a predetermined depth is completed by the impact force and the rotational force from the air hammer 5, the device 6 is rotated in the opposite direction, the expansion bit device 15 returns to its original position and is pulled up into the buried pipe 1. It can be collected and collected.

【0010】図3に示すように、前記エアーハンマー5
の後端には、両ねじ継手たるビットサブ21が設けられ、
このビットサブ21の後端にボーリングロッド22が螺合に
より連結されている。このボーリングロッド22は、鋼製
パイプからなるロッド本体23の端部に、筒状で鋼製から
なる先端ジョイント部24及び後端ジョイント部25を溶着
等により固着してなる。前記先端ジョイント部24は、そ
の先端にテーパ状の雄ねじ部26を有すると共に、中央外
周に円周方向等間隔で4か所の平坦面27が形成され、か
つその後端に前記ロッド本体23を焼き嵌めする受筒部28
が設けられると共に、この受筒部28の先端に前記ロッド
本体23の先端が突き合わされる突当部29が周設されてお
り、この突当部29に前記ロッド本体23の後端を溶着して
いる。尚、上述した焼き嵌めとは、前記ロッド本体23を
加熱して前記受筒部28に圧入し、該ロッド本体23が冷却
後収縮して前記受筒部28に圧着することを言う。また、
前記後端ジョイント部25は、その後端に前記雄ねじ部26
が螺合するテーパ状の雌ねじ部30を有すると共に、中央
外周に円周方向等間隔で4か所の平坦面31が形成され、
かつその先端に前記ロッド本体23を焼き嵌めする受筒部
32が設けられると共に、この受筒部32の先端に前記ロッ
ド本体23の後端が突き合わされる突当部33が周設されて
おり、この突当部33に前記ロッド本体23を溶着してい
る。そして先端側のボーリングロッド22の後端に設けら
れた前記雌ねじ部30に、後端側のボーリングロッド22の
先端に設けられた前記雄ねじ部26を螺合することによ
り、ボーリングロッド22相互を接合する。
As shown in FIG. 3, the air hammer 5 is
At the rear end, a bit sub 21 that is both screw joints is provided,
The boring rod 22 is connected to the rear end of the bit sub 21 by screwing. The boring rod 22 is formed by fixing a tubular front end joint 24 and rear end joint 25 made of steel to the end of a rod body 23 made of a steel pipe by welding or the like. The tip joint portion 24 has a tapered male screw portion 26 at its tip, four flat surfaces 27 are formed on the outer periphery of the center at equal intervals in the circumferential direction, and the rod body 23 is baked at its rear end. Cushion part 28 to be fitted
Is provided, and an abutting portion 29 around which the tip of the rod body 23 is abutted is provided around the tip of the receiving cylinder portion 28, and the rear end of the rod body 23 is welded to the abutting portion 29. ing. The above-mentioned shrink fitting means that the rod main body 23 is heated and press-fitted into the receiving cylinder portion 28, and the rod main body 23 is cooled and then contracted to be crimped to the receiving cylinder portion 28. Also,
The rear end joint portion 25 has the male screw portion 26 at the rear end.
Has a taper-shaped female screw portion 30 to be screwed with, and four flat surfaces 31 are formed on the outer periphery of the center at equal intervals in the circumferential direction,
Also, a receiving portion for shrink-fitting the rod body 23 at its tip
32 is provided, and an abutting portion 33 with which the rear end of the rod body 23 abuts is provided around the tip of the receiving tube portion 32. The rod body 23 is welded to the abutting portion 33. There is. Then, the female screw portion 30 provided at the rear end of the boring rod 22 on the front end side is screwed with the male screw portion 26 provided at the front end of the boring rod 22 on the rear end side to join the boring rods 22 to each other. To do.

【0011】前記後端ジョイント部25の後端外周には、
複数の縦溝34が設けられ、この例では該縦溝34を円周等
間隔で8か所に形成し、その縦溝34は後端が開口し、先
端に係止テーパ部34Aを有し、また、縦溝34の底面34T
は平坦面に形成されている。また、前記先端ジョイント
部24の先端外周には、複数の外縦突条35を設けると共
に、これら外縦突条35の間に複数の幅広縦溝36を形成
し、この例では前記外縦突条36を円周等間隔で4か所に
形成し、図5に示すように、前記幅広縦溝36の円周方向
幅Eを、隣合う前記縦溝34の外側縁34F,34Fの円周方
向幅eと等しくしている。この場合、前記円周方向幅E
を前記円周方向幅e以上に設定すれば、1つの前記幅広
縦溝36に対応して2つ以上の前記縦溝34を設けることが
できる。前記両ジョイント部24,25には鋼製からなる円
筒ソケット37が遊挿状態で外嵌され、この円筒ソケット
37に内周には、前記縦溝34と円周方向幅がほぼ等しい内
縦突条38が複数設けられ、この例では内縦突条38が円周
等間隔で4カ所設けられており、この内縦突条38は、前
記幅広縦溝36と縦溝34とにボーリングロッド22の長さ方
向から挿脱可能に形成され、前記内縦突条38の先端には
傾斜案内面38Aが形成されている。また、前記外縦突条
35の後端には傾斜案内面35Aが形成されている。尚、図
3中39は前記ボーリングロッド22を回転しながら押し込
むボーリング装置であって、先端に前記雌ねじ部30に螺
合する雄ねじ部39Aを有している。
On the outer periphery of the rear end of the rear end joint portion 25,
A plurality of vertical grooves 34 are provided, and in this example, the vertical grooves 34 are formed at eight positions at equal intervals on the circumference, and the rear ends of the vertical grooves 34 are open, and a locking taper portion 34A is provided at the front end. , The bottom surface 34T of the vertical groove 34
Is formed on a flat surface. Further, a plurality of outer vertical ridges 35 are provided on the outer periphery of the tip of the tip joint portion 24, and a plurality of wide vertical grooves 36 are formed between these outer vertical ridges 35. The strips 36 are formed at four locations at equal intervals around the circumference, and as shown in FIG. 5, the width E of the wide vertical groove 36 in the circumferential direction is defined by the outer edges 34F, 34F of the adjacent vertical grooves 34. It is made equal to the direction width e. In this case, the circumferential width E
Is set to be equal to or larger than the circumferential width e, it is possible to provide two or more vertical grooves 34 corresponding to one wide vertical groove 36. A cylindrical socket 37 made of steel is externally fitted to the joint portions 24 and 25 in a loosely inserted state.
A plurality of inner vertical ridges 38 having substantially the same circumferential width as the vertical groove 34 are provided on the inner circumference of 37. In this example, the inner vertical ridges 38 are provided at four locations at equal circumferential intervals, The inner vertical protrusion 38 is formed in the wide vertical groove 36 and the vertical groove 34 so as to be inserted into and removed from the longitudinal direction of the boring rod 22, and an inclined guide surface 38A is formed at the tip of the inner vertical protrusion 38. Has been done. Also, the outer vertical ridge
An inclined guide surface 35A is formed at the rear end of 35. Reference numeral 39 in FIG. 3 denotes a boring device that pushes the boring rod 22 while rotating it, and has a male screw portion 39A screwed into the female screw portion 30 at the tip.

【0012】次に前記構成につきその作用を説明する
と、図3に示すように、後端のボーリングロッド22を所
定深さまで押し込んだら、ボーリング装置39を外し、新
たなボーリングロッド22の接合を行う。この場合、新た
なボーリングロッド22の先端から円筒ソケット37を差し
入れ、先端ジョイント部24の上方に該円筒ソケット37を
バンド(図示せず)などを用いて、図2に示すように、
仮固定しておく。そして新たなボーリングロッド22を一
側方向Rに回転し、これにより雄ねじ部26を雌ねじ部30
に螺合してボーリングロッド22,22相互を接合する。こ
の場合、雌ねじ部30と雄ねじ部26との螺合であるため、
図1に示すように、縦溝34に外縦突条35が部分的に重な
り、この重なった縦溝34の上部が塞がれることとなる
が、1つの幅広縦溝36に対して2つ以上の縦溝34が形成
されているため、その幅広縦溝36の円周方向幅E内に1
つの縦溝34が上部を開口して位置することとなり、幅広
縦溝36及びその開口した縦溝34に内縦突条38を挿通して
円筒ソケット37をセットすることができ、内縦突条38の
先端が係止テーパ部34Aに突き当たって円筒ソケット37
が位置決めされる。このようにして複数のボーリングロ
ッド22を接合し、ボーリングロッド22を一側方向Rに回
転しながら所定深さの掘削を行う。そして上述したよう
に今度はボーリングロッド22を他側方向に回転して拡大
ビット装置15を元に復帰し、ビットケーシングパイプ2
に挿通できるようにして引き上げる。その際、ねじ部2
6,30の螺合方向である一側方向Rと逆方向に後端側の
ボーリングロッド22を回転するため、先端ジョイント部
24側のボーリングロッド22だけが回転してねじ接合部が
戻る虞があるが、先端ジョイント部24が螺合と逆方向に
回転すると、外縦突条35が円筒ソケット37の内縦突条38
に係止し、この内縦突条38は後端ジョイント部25の縦溝
34に係止しているため、先端側のボーリングロッド22が
逆方向に回転する。また、前記円筒ソケット37は、ジョ
イント部24,25に固定されたものではなく、ボーリング
ロッド22の長さ方向にスライド可能であるが、該円筒ソ
ケット37の自重により内縦突条38が両縦溝34,36に挿入
される。すなわち仮に掘削終了時に内縦突条38が後端ジ
ョイント部24の後端に引っ掛かっていたとしても、後端
側のボーリングロッド22を回転することにより、円筒ソ
ケット37が落下して縦溝34内に内縦突条38が挿入され
る。そしてボーリングロッド22,22相互の結合を解除す
るには、縦溝34,36より上方に円筒ソケット37を移動し
て仮固定し、後端側のボーリングロッド22を他側に回動
してねじ接合部の螺合を解除する。また、前記平坦面2
7,31は、ボーリングロッド22の接合及び接合解除の
際、該平坦面27,31に工具を係止するために用いられ、
例えばボーリングロッド22を回収する際には、平坦面31
に工具を係止して先端側のボーリングロッド22を回り止
めした状態で、後端のボーリングロッド22を回動する。
The operation of the above construction will be described below. As shown in FIG. 3, when the boring rod 22 at the rear end is pushed to a predetermined depth, the boring device 39 is removed and a new boring rod 22 is joined. In this case, the cylindrical socket 37 is inserted from the tip of the new boring rod 22, and the cylindrical socket 37 is provided above the tip joint portion 24 using a band (not shown) or the like, as shown in FIG.
Temporarily fix it. Then, the new boring rod 22 is rotated in the one side direction R, whereby the male screw portion 26 is changed to the female screw portion 30.
The boring rods 22 and 22 are joined to each other by screwing. In this case, since the female screw portion 30 and the male screw portion 26 are screwed together,
As shown in FIG. 1, the outer vertical protrusions 35 partially overlap the vertical grooves 34, and the upper portions of the overlapping vertical grooves 34 are closed. Since the above-described vertical groove 34 is formed, the width of the wide vertical groove 36 is 1 within the circumferential width E.
The two vertical grooves 34 are located with their tops open, and the cylindrical socket 37 can be set by inserting the inner vertical protrusion 38 into the wide vertical groove 36 and the opened vertical groove 34. The tip of 38 hits the locking taper portion 34A and the cylindrical socket 37
Is positioned. In this way, the plurality of boring rods 22 are joined, and the boring rod 22 is rotated in one direction R to excavate a predetermined depth. Then, as described above, this time, the boring rod 22 is rotated in the other direction to return to the original state of the enlarged bit device 15, and the bit casing pipe 2
Pull it up so that it can be inserted into. At that time, screw part 2
Since the boring rod 22 on the rear end side is rotated in the direction opposite to the one-sided direction R which is the screwing direction of 6 and 30, the tip joint part
There is a risk that only the boring rod 22 on the 24 side will rotate and the screw joint will return, but if the tip joint part 24 rotates in the direction opposite to the screwing, the outer vertical protrusion 35 will cause the inner vertical protrusion 38 of the cylindrical socket 37 to move.
The inner vertical protrusion 38 is the vertical groove of the rear end joint 25.
Since it is locked to 34, the tip side boring rod 22 rotates in the opposite direction. Further, the cylindrical socket 37 is not fixed to the joint portions 24 and 25 but is slidable in the length direction of the boring rod 22. It is inserted into the grooves 34 and 36. That is, even if the inner vertical protrusion 38 is caught on the rear end of the rear end joint portion 24 at the end of excavation, by rotating the boring rod 22 on the rear end side, the cylindrical socket 37 falls and the inside of the vertical groove 34. The inner vertical ridge 38 is inserted in. Then, in order to release the coupling between the boring rods 22 and 22, the cylindrical socket 37 is moved above the vertical grooves 34 and 36 and temporarily fixed, and the boring rod 22 on the rear end side is rotated to the other side and screwed. Unscrew the joint. Also, the flat surface 2
7 and 31 are used to lock a tool to the flat surfaces 27 and 31 when joining and unjoining the boring rod 22,
For example, when collecting the boring rod 22, a flat surface 31
The boring rod 22 at the rear end is rotated with the tool locked to the boring rod 22 at the front end to prevent it from rotating.

【0013】このように本実施例では請求項1に対応し
て、ボーリングロッド22に先端及び後端ジョイント部2
4,25を設け、これらジョイント部24,25に設けた雄ね
じ部26及び雌ねじ部30によりボーリングロッド22相互を
接合すると共に、この複数接合されたボーリングロッド
22の先端に拡大ビット装置15を設け、ボーリングロッド
22を一側方向Rに回動して拡大ビット装置15の穿孔径P
を拡大すると共に、該拡大ビット装置15を他側に回動し
て復帰するものにおいて、後端ジョイント部25の外周に
複数の縦溝34を設け、先端ジョイント部24の外周に外縦
突条35を設けると共に、外縦突条35間に縦溝34より円周
方向幅広な幅広縦溝36を設け、前記両ジョイント部24,
25に外嵌するソケット37の内周に、両縦溝34,36に挿入
する内縦突条38を設けたものであるから、先端ジョイン
ト部24の後側に円筒ソケット37を仮固定した状態で、後
端ジョイント部25に先端ジョイント部24を螺合して先端
側と後端側のボーリングロッド22,22を接合した後、円
筒ソケット37の内縦突条38を両者の縦溝34,36に挿入配
置して掘削を行い、掘削後、拡大ビット装置15を復帰す
るためにボーリングロッド22を前記螺合と逆方向に回転
し、前記螺合が緩んだ場合でも、先端ジョイント部24の
外縦突条35が円筒ソケット37の内縦突条38に係止して後
端ジョイント部25の回転を先端ジョイント部24に伝える
ことができ、掘削後の拡大ビット装置15を確実に回収す
ることができる。
As described above, in this embodiment, in accordance with claim 1, the boring rod 22 has a front end portion 2a and a rear end joint portion 2b.
4 and 25 are provided, and the boring rod 22 is joined to each other by the male screw portion 26 and the female screw portion 30 provided on the joint portions 24 and 25, and the plurality of joined boring rods are joined together.
An expanding bit device 15 is installed at the tip of 22, and a boring rod
22 is rotated in the one-sided direction R and the drilling diameter P of the expansion bit device 15
And a plurality of vertical grooves 34 are provided on the outer circumference of the rear end joint portion 25, and the outer vertical projections are provided on the outer circumference of the tip joint portion 24. 35 and a wide vertical groove 36, which is wider in the circumferential direction than the vertical groove 34, is provided between the outer vertical projections 35, and the joint portions 24,
Since the inner vertical protrusion 38 that is inserted into both the vertical grooves 34 and 36 is provided on the inner circumference of the socket 37 that is fitted to the outside of the 25, the cylindrical socket 37 is temporarily fixed to the rear side of the tip joint portion 24. Then, the front end joint portion 24 is screwed into the rear end joint portion 25 to join the boring rods 22 on the front end side and the rear end side, and then the inner vertical protrusion 38 of the cylindrical socket 37 is inserted into the vertical groove 34 of the both. Performing excavation by inserting and placing in 36, after excavation, the boring rod 22 is rotated in the opposite direction to the screwing in order to return the expansion bit device 15, and even when the screwing is loosened, the tip joint portion 24 The outer vertical ridge 35 can be engaged with the inner vertical ridge 38 of the cylindrical socket 37 to transmit the rotation of the rear end joint part 25 to the tip joint part 24, and the enlarged bit device 15 after excavation can be reliably recovered. be able to.

【0014】また、このように本実施例では請求項2に
対応して、幅広縦溝36に対応して複数の縦溝34を設け、
1つの幅広縦溝36に円周方向幅内に2つ以上の縦溝34が
設けられているため、後端ジョイント部25に先端ジョイ
ント部24を完全に螺合した状態で、後端側の一方の縦溝
34位置に先端側の外縦突条35が部分的に重なっても、他
方の縦溝34は先端の幅広縦溝36に連通した状態で位置す
るため、円筒ソケット37の内縦突条38を後端ジョイント
部25の縦溝34に確実に挿入することができ、円筒ソケッ
ト37の装着が容易となる。
Further, in this embodiment, a plurality of vertical grooves 34 are provided corresponding to the wide vertical grooves 36 in this embodiment.
Since one wide vertical groove 36 is provided with two or more vertical grooves 34 within the circumferential width, the rear end joint portion 25 is completely screwed into the rear end joint portion 24, and One vertical groove
Even if the outer vertical ridge 35 on the tip side partially overlaps with the 34 position, the other vertical groove 34 is positioned in communication with the wide vertical groove 36 at the tip, so that the inner vertical ridge 38 of the cylindrical socket 37 is It can be reliably inserted into the vertical groove 34 of the rear end joint portion 25, and the cylindrical socket 37 can be easily attached.

【0015】さらに実施例上の効果として、外縦突条35
と内縦突条38をそれぞれ対応して複数設けたため、外縦
突条35が内縦突条38に係止して後端側のボーリングロッ
ド22の回転トルクを先端側のボーリングロッド22に良好
に伝達することができる。また、縦溝34の底面34Tは平
坦面に形成されているため、内縦突条38をスムーズに挿
入することができる。さらに、内縦突条38の先端には傾
斜案内面38Aが形成され、前記外縦突条35の後端には傾
斜案内面35Aが形成されているため、円筒ソケット37を
後端側からジョイント部24,25にスムーズに外嵌するこ
とができる。
Further, as an effect of the embodiment, the outer vertical projection 35
Since the inner vertical ridges 38 and the inner vertical ridges 38 are provided correspondingly, the outer vertical ridges 35 are locked to the inner vertical ridges 38 and the rotation torque of the boring rod 22 on the rear end side is good for the boring rod 22 on the front end side. Can be transmitted to. Further, since the bottom surface 34T of the vertical groove 34 is formed as a flat surface, the inner vertical protrusion 38 can be smoothly inserted. Further, since the inclined guide surface 38A is formed at the tip of the inner vertical protrusion 38 and the inclined guide surface 35A is formed at the rear end of the outer vertical protrusion 35, the cylindrical socket 37 is joined from the rear end side. The parts 24 and 25 can be fitted over smoothly.

【0016】尚、本発明は上記実施例に限定されるもの
ではなく、本発明の要旨の範囲内において種々の変形実
施が可能である。例えば拡大ビット装置は、従来例で示
したものや拡大翼が拡大するもの以外にも各種タイプの
ものを用いることができる。
The present invention is not limited to the above embodiment, and various modifications can be made within the scope of the present invention. For example, as the expansion bit device, various types can be used other than the expansion bit device shown in the conventional example and the expansion blade expanding.

【0017】また、エアーハンマーが無い掘削装置のボ
ーリングロッドにも使用でき、ボーリングロッドを斜め
に押し込むものにも適用可能である。さらに後端ジョイ
ント部に雄ねじ部を設けると共に、先端ジョイント部に
雌ねじ部を設けたものにも適用可能である。またソケッ
トは筒状であれば外周側は角型でもよい。
Further, it can be used for a boring rod of an excavator without an air hammer, and can also be applied to a device for pushing the boring rod at an angle. Further, it is also applicable to the one in which the rear end joint portion is provided with a male screw portion and the tip joint portion is provided with a female screw portion. If the socket is cylindrical, the outer peripheral side may be rectangular.

【0018】[0018]

【発明の効果】請求項1の発明は、ボーリングロッドに
先端及び後端ジョイント部を設け、これらジョイント部
に設けたねじ部によりボーリングロッド相互を接合する
と共に、この複数接合されたボーリングロッドの先端に
拡大ビット装置を設け、前記ボーリングロッドを一側に
回動して前記拡大ビット装置の穿孔径を拡大すると共
に、該ボーリングロッドを他側に回動して復帰するボー
リングロッドにおけるねじ接合部の戻り止め装置におい
て、前記後端ジョイント部の外周に複数の縦溝を設け、
前記先端ジョイント部の外周に外縦突条を設けると共
に、前記外縦突条間に前記縦溝より円周方向幅広な幅広
縦溝を設け、前記両ジョイント部に外嵌するソケットの
内周に、前記両縦溝に挿入する内縦突条を設けたもので
あり、ボーリングロッドを掘削方向と逆に回転してもね
じ部が外れることなく先端のビット装置を確実に回収す
ることができるボーリングロッドにおけるねじ接合部の
戻り止め装置を提供することができる。
According to the first aspect of the present invention, the tip and rear end joints are provided on the boring rod, the boring rods are joined to each other by the screw portions provided on the joints, and the tips of the plural boring rods are joined. Is provided with an enlarged bit device, the boring rod is rotated to one side to increase the drilling diameter of the enlarged bit device, and the boring rod is rotated to the other side to return to the screw joint portion of the boring rod. In the detent device, a plurality of vertical grooves are provided on the outer periphery of the rear end joint portion,
An outer vertical ridge is provided on the outer circumference of the tip joint part, and a wide vertical groove that is wider in the circumferential direction than the vertical groove is provided between the outer vertical ridges, and the inner circumference of the socket is fitted to both joint parts. A boring capable of reliably recovering the bit device at the tip without disengaging the threaded portion even if the boring rod is rotated in the direction opposite to the excavation direction by providing an inner vertical protrusion to be inserted into both the vertical grooves. A detent device for a threaded joint on a rod can be provided.

【0019】また請求項2の発明は、前記幅広縦溝に対
応して前記縦溝を複数設けたものであり、ソケットの装
着作業が容易で、ボーリングロッドを掘削方向と逆に回
転してもねじ部が外れることなく先端のビット装置を確
実に回収することができるボーリングロッドにおけるね
じ接合部の戻り止め装置を提供することができる。
According to the second aspect of the present invention, a plurality of the vertical grooves are provided in correspondence with the wide vertical groove, the socket mounting work is easy, and the boring rod is rotated in the direction opposite to the excavating direction. It is possible to provide a detent device for a threaded joint in a boring rod that can reliably collect the bit device at the tip without the screw part coming off.

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

【図1】本発明の一実施例を示すジョイント部及びソケ
ットの斜視図である。
FIG. 1 is a perspective view of a joint portion and a socket showing an embodiment of the present invention.

【図2】本発明の一実施例を示すボーリングロッドの断
面図である。
FIG. 2 is a sectional view of a boring rod showing an embodiment of the present invention.

【図3】本発明の一実施例を示す掘削装置の断面図であ
る。
FIG. 3 is a cross-sectional view of an excavating device showing an embodiment of the present invention.

【図4】本発明の一実施例を示すジョイント部にソケッ
トを装着した状態の断面図である。
FIG. 4 is a cross-sectional view showing a state in which a socket is attached to the joint part according to the embodiment of the present invention.

【図5】本発明の一実施例を示すジョイント部とソケッ
トの断面図であり、図5(a)は幅広縦溝とソケットの
断面を示し、図5(b)は縦溝とソケットの断面を示し
ている。
5A and 5B are cross-sectional views of a joint portion and a socket showing an embodiment of the present invention, FIG. 5A shows a cross section of a wide vertical groove and a socket, and FIG. 5B shows a cross section of a vertical groove and a socket. Is shown.

【図6】本発明の一実施例を示す拡大ビット装置の復帰
状態の断面図である。
FIG. 6 is a cross-sectional view of the expanded bit device according to an embodiment of the present invention in a returned state.

【図7】本発明の一実施例を示す拡大ビット装置の拡大
前の要部の断面図である。
FIG. 7 is a cross-sectional view of a main part of an enlarged bit device before enlargement showing an embodiment of the present invention.

【図8】本発明の一実施例を示す拡大ビット装置の拡大
後の要部の断面図である。
FIG. 8 is a cross-sectional view of an enlarged essential part of an enlarged bit device showing an embodiment of the present invention.

【図9】本発明の一実施例を示す拡大ビット装置の底面
図である。
FIG. 9 is a bottom view of the enlarged bit device according to the embodiment of the present invention.

【図10】本発明の一実施例を示す拡大ビット装置の拡
大状態の断面図である。
FIG. 10 is a cross-sectional view of the enlarged bit device in an enlarged state showing one embodiment of the present invention.

【符号の説明】[Explanation of symbols]

15 拡大ビット装置 22 ボーリングロッド 24 先端ジョイント部 25 後端ジョイント部 26 雄ねじ部 30 雌ねじ部 34 縦溝 35 外縦突条 36 幅広縦溝 37 円筒ソケット 38 内縦突条 15 Enlarged bit device 22 Boring rod 24 Tip joint part 25 Rear end joint part 26 Male screw part 30 Female screw part 34 Vertical groove 35 External vertical ridge 36 Wide vertical groove 37 Cylindrical socket 38 Internal vertical ridge

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 ボーリングロッドに先端及び後端ジョイ
ント部を設け、これらジョイント部に設けたねじ部によ
りボーリングロッド相互を接合すると共に、この複数接
合されたボーリングロッドの先端に拡大ビット装置を設
け、前記ボーリングロッドを一側に回動して前記拡大ビ
ット装置の穿孔径を拡大すると共に、該ボーリングロッ
ドを他側に回動して復帰するボーリングロッドにおける
ねじ接合部の戻り止め装置において、前記後端ジョイン
ト部の外周に複数の縦溝を設け、前記先端ジョイント部
の外周に外縦突条を設けると共に、前記外縦突条間に前
記縦溝より円周方向幅広な幅広縦溝を設け、前記両ジョ
イント部に外嵌するソケットの内周に、前記両縦溝に挿
入する内縦突条を設けたことを特徴とするボーリングロ
ッドにおけるねじ接合部の戻り止め装置。
1. A boring rod is provided with a front end and a rear end joint part, and the boring rods are joined to each other by a screw part provided in these joint parts, and an enlarged bit device is provided at the tip of the plural boring rods joined together. In the detent device for the threaded joint in the boring rod, which rotates the boring rod to one side to expand the drilling diameter of the expansion bit device and rotates the boring rod to the other side to return. A plurality of vertical grooves are provided on the outer circumference of the end joint portion, and an outer vertical ridge is provided on the outer circumference of the tip joint portion, and a wide vertical groove that is wider in the circumferential direction than the vertical groove is provided between the outer vertical ridges, A screw contact in a boring rod, characterized in that an inner vertical protrusion that is inserted into the both vertical grooves is provided on an inner circumference of a socket that is externally fitted to both joint parts. Joint detent device.
【請求項2】 前記幅広縦溝に対応して前記縦溝を複数
設けたことを特徴とする請求項1記載のボーリングロッ
ドにおけるねじ接合部の戻り止め装置。
2. The detent device for a threaded joint of a boring rod according to claim 1, wherein a plurality of the vertical grooves are provided corresponding to the wide vertical grooves.
JP7612095A 1995-03-31 1995-03-31 Return stopping device for thread joint part of boring rod Pending JPH08270361A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7612095A JPH08270361A (en) 1995-03-31 1995-03-31 Return stopping device for thread joint part of boring rod

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7612095A JPH08270361A (en) 1995-03-31 1995-03-31 Return stopping device for thread joint part of boring rod

Publications (1)

Publication Number Publication Date
JPH08270361A true JPH08270361A (en) 1996-10-15

Family

ID=13596065

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7612095A Pending JPH08270361A (en) 1995-03-31 1995-03-31 Return stopping device for thread joint part of boring rod

Country Status (1)

Country Link
JP (1) JPH08270361A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108953132A (en) * 2018-08-07 2018-12-07 青岛理工大学 Claw type spiral tooth centering device for coal bed gas well extraction pump

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108953132A (en) * 2018-08-07 2018-12-07 青岛理工大学 Claw type spiral tooth centering device for coal bed gas well extraction pump

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