JPH0679895U - Drill pipe connecting device - Google Patents

Drill pipe connecting device

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Publication number
JPH0679895U
JPH0679895U JP2260493U JP2260493U JPH0679895U JP H0679895 U JPH0679895 U JP H0679895U JP 2260493 U JP2260493 U JP 2260493U JP 2260493 U JP2260493 U JP 2260493U JP H0679895 U JPH0679895 U JP H0679895U
Authority
JP
Japan
Prior art keywords
groove
pipe
shaft
connecting member
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
JP2260493U
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Japanese (ja)
Other versions
JP2535618Y2 (en
Inventor
修久 池田
博行 川崎
修 宮本
Original Assignee
株式会社利根
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Priority to JP2260493U priority Critical patent/JP2535618Y2/en
Publication of JPH0679895U publication Critical patent/JPH0679895U/en
Application granted granted Critical
Publication of JP2535618Y2 publication Critical patent/JP2535618Y2/en
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Expired - Lifetime legal-status Critical Current

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Abstract

(57)【要約】 【目的】連結部材と溝との摺動抵抗を低減し、連結部材
と溝との間にセメントミルク等が付着しても、連結部材
が溝に対して容易に出入りする。 【構成】雄軸18のインボリュートスプライン20に、
継ぎ足す掘管12の雌軸14を差し込み雌軸14のイン
ボリュートスプライン16を嵌合する。そして、筒体3
2を下方向に移動すると、球状連結ブロック28が筒体
30に押されて雄軸18の溝30に係止する。掘管1
2、12同士を取り外す際には、筒体32を上方向に移
動した後、雌軸14を雄軸18から引き抜いて、球状連
結ブロック28を溝30で押して溝30から退避させ
る。このように、掘管12、12同士を連結する連結部
材28を球状に形成したので、連結部材を駒形に形成し
た従来の掘管の連結装置と比較して、球状連結ブロック
28と溝30との摺動摩擦抵抗が低減し、また、球状連
結ブロック28と溝30との間にセメントミルク等が付
着しても、球状連結ブロック28が溝30に対して容易
に出入りする。
(57) [Abstract] [Purpose] The sliding resistance between the connecting member and the groove is reduced, and even if cement milk or the like adheres between the connecting member and the groove, the connecting member easily enters and leaves the groove. . [Structure] Involute spline 20 of male shaft 18,
The female shaft 14 of the additional drilling pipe 12 is inserted and the involute spline 16 of the female shaft 14 is fitted. And the cylindrical body 3
When 2 is moved downward, the spherical connecting block 28 is pushed by the cylindrical body 30 and locked in the groove 30 of the male shaft 18. Drilling pipe 1
When removing the two 12 from each other, after moving the tubular body 32 upward, the female shaft 14 is pulled out from the male shaft 18, and the spherical connecting block 28 is pushed by the groove 30 to retract from the groove 30. As described above, since the connecting member 28 for connecting the drill pipes 12 and 12 is formed in a spherical shape, the spherical connecting block 28 and the groove 30 are provided as compared with the conventional connecting device for a drill pipe in which the connecting member is formed in a piece shape. Sliding friction resistance is reduced, and even if cement milk or the like adheres between the spherical connecting block 28 and the groove 30, the spherical connecting block 28 easily moves in and out of the groove 30.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は掘管の連結装置に係り、特に掘管を順次連結して地中を掘進する掘管 の連結装置に関する。 The present invention relates to a pipe connecting device, and more particularly to a pipe connecting device that sequentially connects pipes to advance underground.

【0002】[0002]

【従来の技術】[Prior art]

ボーリング作業等は一定の長さに形成された掘管を順次連結して地中を掘進し て行う。従来、この種の掘管の連結装置として、特開平5−33345号公報に 開示されたものがある。 前記掘管の連結装置は、掘管の一端部に、雄のスプライン又は多角柱が形成さ れると共にその周囲に溝が形成された雄軸を設け、また、掘管の他端部に雌のス プライン又は多角溝が形成されると共にその円周に所定間隔で形成された孔部を 有する雌軸を設け、雄軸と雌軸とを嵌合させることにより、掘管同士を回転力伝 達可能に連結する。そして、雌軸の各孔部に摺動自在に装着された駒形状の連結 部材を、雌軸に設けられた筒体を移動することにより筒体の内側面で押して雄軸 の溝に係合し、掘管同士の軸力を保持する。 For boring work, etc., drill pipes of a certain length are sequentially connected and excavated in the ground. Conventionally, as a connecting device for this type of drilling pipe, there is one disclosed in Japanese Patent Laid-Open No. 5-33345. The pipe connecting device is provided with a male shaft having a male spline or a polygonal column formed at one end of the pipe and a groove formed around the male spline, and a female shaft provided at the other end of the pipe. A spline or polygonal groove is formed, and a female shaft having holes formed at a predetermined interval is provided on the circumference thereof, and the male shaft and the female shaft are fitted to each other, thereby transmitting the rotational force between the drill pipes. Connect as much as possible. A piece-shaped connecting member slidably mounted in each hole of the female shaft is pushed by the inner surface of the female body by moving the cylindrical body provided on the female shaft to engage with the groove of the male shaft. Then, the axial force between the drill pipes is maintained.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

しかしながら、特開平5−33345号公報に開示された従来の掘管の連結装 置は、連結部材が駒形に形成されているので、連結部材と溝との摺動抵抗が大き く、また、この連結部材と溝との間にセメントミルク等が付着すると、連結部材 が溝に対して容易に出入りしなくなり、掘管同士を連結できなくなるという欠点 がある。 However, in the conventional drill pipe connecting device disclosed in JP-A-5-33345, since the connecting member is formed in a piece shape, the sliding resistance between the connecting member and the groove is large, and this If cement milk or the like adheres between the connecting member and the groove, the connecting member cannot easily enter and leave the groove, and the drill pipes cannot be connected to each other.

【0004】 本考案はこのような事情に鑑みてなされたもので、連結部材と溝との摺動抵抗 を小さくし、且つ、連結部材と溝との間にセメントミルク等が付着しても、連結 部材が溝に対して容易に出入りすることができる掘管の連結装置を提供すること を目的とする。The present invention has been made in view of such circumstances, and reduces the sliding resistance between the connecting member and the groove, and even when cement milk or the like adheres between the connecting member and the groove, An object of the present invention is to provide a drill pipe connecting device in which a connecting member can easily enter and leave a groove.

【0005】[0005]

【課題を解決する為の手段】[Means for solving the problem]

本考案は、前記目的を達成する為に、一定長さの単位掘管を順次連結して回転 と送りを与えつつ地中を掘進する掘管の連結装置に於いて、前記掘管の一端部に は、雄のスプラインが形成されると共に、その周囲に溝が形成された雄軸と、前 記掘管の他端部には、雌のスプラインが形成されると共に、その円周に所定間隔 で孔部が形成された雌軸と、前記雌軸の前記孔部に装着されて掘管の径方向に摺 動可能に保持された球状連結部材と、前記雌軸の外周部に設けられると共に掘管 の軸線方向に摺動可能に配設された筒体と、を備え、前記雄、雌軸のスプライン を噛合わせて掘管同士を嵌合すると共に、前記筒体を一方向に移動して筒体の内 側面で前記球状連結部材を掘管の中心方向に移動させ、該球状連結部材の一部を 前記雄軸の溝に係合して掘管同士を連結することを特徴とする。 In order to achieve the above-mentioned object, the present invention relates to a drill pipe connecting device for sequentially connecting unit drill pipes of a certain length to each other to rotate and feed the pipe, and to provide one end portion of the drill pipe. On the other hand, a male spline is formed and a groove is formed around it, and a female spline is formed on the other end of the above-mentioned digging pipe, and at a predetermined interval on its circumference. A female shaft having a hole formed therein, a spherical connecting member mounted in the hole of the female shaft and held slidably in the radial direction of the drill pipe, and provided on the outer peripheral portion of the female shaft. A tubular body slidably arranged in the axial direction of the drill pipe, and the splines of the male and female shafts are engaged with each other to fit the drill pipes together, and the tubular body is moved in one direction. Move the spherical connecting member toward the center of the digging pipe on the inner surface of the cylindrical body, and part of the spherical connecting member into the groove of the male shaft. Characterized by connecting the digging pipes together engaged.

【0006】[0006]

【作用】[Action]

本考案によれば、先ず、掘管の一端部に形成された雄軸のスプラインに、連結 する側の掘管の他端部に形成された雌軸のスプラインを嵌合して掘管同士を連結 する。 次に、雌軸に設けられた筒体を軸方向に移動すると、雌軸の孔に装着された球 状連結部材が筒体の内側面で押されて掘管の中心方向に摺動し、球状連結部材の 一部が前記雄軸の周囲に形成された溝に係合する。これにより、掘管同士の連結 が終了する。 According to the present invention, first, a male shaft spline formed at one end of a drill pipe is fitted with a female shaft spline formed at the other end of the drill pipe on the side to be connected to separate the drill pipes from each other. Link. Next, when the cylinder provided on the female shaft is moved in the axial direction, the spherical connecting member mounted in the hole of the female shaft is pushed by the inner surface of the cylinder and slides toward the center of the digging pipe, A part of the spherical connecting member engages with a groove formed around the male shaft. This completes the connection between the pipes.

【0007】 また、掘管同士を取り外す際には、前記筒体を雌軸の当初の位置まで移動した 後、雌軸を雄軸から引き抜くと、前記球状連結部材の一部が雄軸の溝の傾斜面に 押されて該溝から退避する方向に摺動する。これにより、掘管同士の連結が解除 される。 従って、本考案によれば、掘管同士の連結部材を球状に形成したので、連結部 材を駒形に形成した従来の掘管の連結装置と比較して、連結部材と溝との摺動摩 擦抵抗が小さくなり、且つ、球状連結部材と溝との間にセメントミルク等が付着 しても、球状連結部材が溝に対して容易に出入りすることができる。Further, when removing the drill pipes from each other, if the female shaft is pulled out from the male shaft after moving the tubular body to the initial position of the female shaft, a part of the spherical connecting member is a groove of the male shaft. It is pushed by the inclined surface of and slides in the direction of retracting from the groove. As a result, the connection between the pipes is released. Therefore, according to the present invention, since the connecting member between the drill pipes is formed into a spherical shape, the sliding friction between the connecting member and the groove is greater than that of the conventional connecting device for a drill pipe in which the connecting member is formed in a piece shape. The friction resistance becomes small, and even if cement milk or the like adheres between the spherical connecting member and the groove, the spherical connecting member can easily move in and out of the groove.

【0008】 また、本考案では、雄軸の溝と球状連結部材の位置合わせが不要なので、スプ ラインの多歯数のどの位置でも嵌合可能となる。Further, according to the present invention, since it is not necessary to align the groove of the male shaft with the spherical connecting member, the spline can be fitted at any position having a large number of teeth.

【0009】[0009]

【実施例】【Example】

以下添付図面に従って本考案に係る掘管の連結装置の好ましい実施例について 詳説する。 図1には本考案に係る掘管の連結装置10の実施例が示されている。この掘管 の連結装置10で連結される上下の掘管12、12は一定の長さ寸法に形成され 、図中上側の掘管12の下端部には連結部材である雌軸14が固着されている。 雌軸14は、筒状に形成されて掘管12と同軸上に配設されており、その内周部 15には比較的多数の歯が形成された多条スプライン、例えば図2で示すインボ リュートスプライン16が形成される。また、このインボリュートスプライン1 6は図3に示すように、各歯16A、16A…の先端部両側に面取りであるテー パ面16B、16Bが形成されている。 Hereinafter, a preferred embodiment of a pipe connecting device according to the present invention will be described in detail with reference to the accompanying drawings. FIG. 1 shows an embodiment of a drill pipe connecting device 10 according to the present invention. The upper and lower drill pipes 12, 12 connected by the drill pipe connecting device 10 are formed to have a constant length, and a female shaft 14 as a connecting member is fixed to the lower end portion of the upper drill pipe 12 in the drawing. ing. The female shaft 14 is formed in a tubular shape and is disposed coaxially with the drilling pipe 12, and an inner peripheral portion 15 of the female shaft 14 is a multi-line spline having a relatively large number of teeth, such as the involute shown in FIG. The lute spline 16 is formed. As shown in FIG. 3, the involute spline 16 has chamfered taper surfaces 16B and 16B formed on both sides of the tips of the teeth 16A, 16A.

【0010】 前記インボリュートスプライン16は、図1で示す掘管12の軸線上に形成さ れると共に、このインボリュートスプライン16には連結部材である雄軸18に 形成されたインボリュートスプライン20がパッキン22を介して図2で示すよ うにスプライン嵌合される。これにより、図中上側の掘管12の回転トルクが図 中下側の掘管12に伝達される。The involute spline 16 is formed on the axis of the digging pipe 12 shown in FIG. 1, and the involute spline 20 formed on the male shaft 18, which is a connecting member, is provided on the involute spline 16 via a packing 22. The spline is fitted as shown in FIG. As a result, the rotational torque of the drill pipe 12 on the upper side in the drawing is transmitted to the drill pipe 12 on the lower side in the drawing.

【0011】 前記雄軸18は、図中下側の掘管12と同軸上に固着されて配設されている。 また、前記インボリュートスプライン20の各歯の先端部両側も前記インボリュ ートスプライン16と同様に、テーパ面が形成されている。尚、前記パッキン2 2は、掘削時にセメントミルク等の注入液を内径孔17を利用して図5に示すビ ット42の先端から噴出しながら掘削する際に、注入液が連結部に侵入するのを 防止する為に設けられている。The male shaft 18 is fixedly disposed coaxially with the drill pipe 12 on the lower side in the drawing. Further, tapered surfaces are formed on both sides of the tip end portion of each tooth of the involute spline 20, similarly to the involute spline 16. In addition, the packing 22 is filled with the injection liquid such as cement milk or the like when it is excavated while ejecting the injection liquid such as cement milk from the tip of the bit 42 shown in FIG. It is provided to prevent this.

【0012】 一方、図1で示すように雌軸14の下端外周部には、インボリュートスプライ ン24が形成されると共に、そのインボリュートスプライン24の下部に円形状 の孔26、26…が図4に示すように45°間隔で開口されている。この孔26 は、雄軸18の中心軸18aに向けてテーパ形状に形成される。また、各孔26 、26…には、球状の連結ブロック28、28…が雌軸14の径方向に摺動可能 に装着される。On the other hand, as shown in FIG. 1, an involute spline 24 is formed on the outer peripheral portion of the lower end of the female shaft 14, and circular holes 26, 26 ... Are formed in the lower part of the involute spline 24 in FIG. As shown, the openings are formed at 45 ° intervals. The hole 26 is formed in a taper shape toward the central axis 18a of the male shaft 18. Further, spherical connecting blocks 28, 28 ... Are mounted in the respective holes 26, 26 so as to be slidable in the radial direction of the female shaft 14.

【0013】 前記雄軸18の外周部には、環状の溝30が形成される。この溝30は、雄軸 18を雌軸14にスプライン嵌合した際に前記球状連結ブロック28、28、… と対応する位置に形成される。 前記雌軸14の外周には図1に示すように筒体32が挿入され、この筒体32 は掘管12の軸線方向に図中矢印で示すように上下動自在に取付けられる。また 、筒体32の内周面にはインボリュートスプライン34が形成される。このイン ボリュートスプライン34は掘管12の軸線方向に形成されると共に、雌軸14 のインボリュートスプライン24とスプライン嵌合する。尚、前記インボリュー トスプライン24、34は、筒体32が土砂等の抵抗で雌軸14に対して回転す るのを防止して、パッキンが損傷するのを防止する。An annular groove 30 is formed on the outer peripheral portion of the male shaft 18. The groove 30 is formed at a position corresponding to the spherical connecting blocks 28, 28, ... When the male shaft 18 is spline-fitted to the female shaft 14. A cylindrical body 32 is inserted into the outer circumference of the female shaft 14 as shown in FIG. 1, and the cylindrical body 32 is attached so as to be vertically movable in the axial direction of the digging pipe 12 as shown by an arrow in the figure. Further, an involute spline 34 is formed on the inner peripheral surface of the cylindrical body 32. The involute spline 34 is formed in the axial direction of the digging pipe 12 and is spline-fitted with the involute spline 24 of the female shaft 14. The involute splines 24 and 34 prevent the cylindrical body 32 from rotating with respect to the female shaft 14 due to the resistance of soil or the like, and prevent the packing from being damaged.

【0014】 雌軸14の外周には、筒体32のストッパ用及び泥水侵入防止用のシール材と してのパッキン36、39が設けられ、これにより筒体32と雌軸14とがシー ル状態に保持される。また、筒体32の一方の先端面は、連結状態で雄軸18に 設けたパッキン35、38に密着されているので、筒体32と雄軸18がシール 状態に保持され外部から泥水が連結部に侵入するの防止できると共に、パッキン 35によって筒体32の上面には掘管12に水圧が作用し、筒体32を図1中下 方向に押しつけるので、球状連結ブロック28に伝わる摩擦抵抗と共に掘削中に 於ける筒体32の抜けを防止することもできる。更に、パッキン36は、掘管1 2の着脱時に筒体32を図中上方向に移動した状態(図6)で筒体32を保持す る役目を有する。これにより、一方の掘管12を吊り上げると、雄軸18の溝3 0に押されて球状連結ブロック28の一部が筒体32の内径収納部33に入り、 掘管12、12同士の着脱が可能となる。On the outer periphery of the female shaft 14, packings 36 and 39 as stoppers for the cylindrical body 32 and as a sealing material for preventing intrusion of muddy water are provided, whereby the cylindrical body 32 and the female shaft 14 are sealed. Held in a state. Further, since one end surface of the cylindrical body 32 is in close contact with the packings 35 and 38 provided on the male shaft 18, the cylindrical body 32 and the male shaft 18 are kept in a sealed state, and muddy water is connected from the outside. In addition to preventing friction from penetrating into the section, the packing 35 causes water pressure to act on the upper surface of the tubular body 32 against the digging pipe 12 and presses the tubular body 32 downward in FIG. It is also possible to prevent the tubular body 32 from coming off during excavation. Further, the packing 36 has a role of holding the tubular body 32 in a state where the tubular body 32 is moved upward in the drawing (FIG. 6) when the drill pipe 12 is attached and detached. As a result, when one of the drill pipes 12 is lifted, a part of the spherical connecting block 28 is pushed into the groove 30 of the male shaft 18 and enters the inner diameter storage portion 33 of the tubular body 32, so that the drill pipes 12, 12 are attached and detached to each other. Is possible.

【0015】 前記の如く構成された掘管の連結装置10の作用について説明する。 先ず、図5に示すベースマシン38のパワースイベル40に掘管の連結装置1 0が設けられた掘管12を取り付けると共に、掘管12の先端には掘削刃である ビット42を設けて、セメントミルク等の注入液をビット42の先端から噴出し ながら地中を掘削する。この掘管12にはオーガ44が取り付けられている。次 に、1本の掘管12の長さ分掘削し、その後、新な掘管12を掘管の連結装置1 0で連結して継ぎ足す。The operation of the drill pipe connecting apparatus 10 configured as described above will be described. First, the power pipe swivel 40 of the base machine 38 shown in FIG. 5 is attached with the drill pipe 12 provided with the drill pipe connecting device 10, and a bit 42, which is a drilling blade, is provided at the tip of the drill pipe 12 so that the cement The ground is excavated while ejecting an injection liquid such as milk from the tip of the bit 42. An auger 44 is attached to the digging pipe 12. Next, the length of one digging pipe 12 is excavated, and then a new digging pipe 12 is connected by a digging pipe connecting device 10 to be added.

【0016】 その継ぎ足し方法は、図6に示すように掘削に使用していた(図中下側の)掘 管12が掘削孔46に落下しないように、その雄軸18をホルダ48で挟持して 掘削孔46の上方に位置するように固定する。そして、雄軸18のインボリュー トスプライン20に、継ぎ足す(図中上側の)掘管12を差し込み雌軸14のイ ンボリュートスプライン16をスプライン嵌合する。これにより、図中下側の掘 管12は、上側の掘管12に回転駆動力伝達可能に連結される。この時、インボ リュートスプライン16、20の各歯の先端部両面が図3に示したようにテーパ 状の面取りが形成されているので、互いの面取りに沿って雌軸14が雄軸18に 誘導挿入される。これにより、嵌合部の位置合わせをしなくとも容易にインボリ ュートスプライン16をインボリュートスプライン20に挿入嵌合することがで きる。As shown in FIG. 6, the replenishment method is to hold the male shaft 18 by the holder 48 so that the drill pipe 12 (lower side in the drawing) used for excavation does not drop into the drill hole 46. It is fixed so that it is located above the excavation hole 46. Then, the digging pipe 12 to be added (upper side in the drawing) is inserted into the involute spline 20 of the male shaft 18, and the involute spline 16 of the female shaft 14 is spline-fitted. As a result, the lower digging pipe 12 in the figure is connected to the upper digging pipe 12 so that the rotational driving force can be transmitted. At this time, the chamfers on both ends of the teeth of the involute splines 16 and 20 are tapered as shown in FIG. 3, so that the female shaft 14 is guided to the male shaft 18 along the chamfering. Is inserted. Accordingly, the involute spline 16 can be easily inserted and fitted into the involute spline 20 without aligning the fitting portion.

【0017】 そして、インボリュートスプライン嵌合後、図示しないフォーク等を筒体32 の外形の溝37に掛け、このフォークで筒体32を図6に示す位置から下方向に 移動する。筒体32を下方向に移動すると、筒体32の内周テーパ面32aが球 状連結ブロック28に当接し、球状連結ブロック28が内周テーパ面32aに押 されて図中矢印方向、即ち雄軸18の中心軸18a(図4に示す)方向に移動す る。連結ブロック28が移動すると、球状連結ブロック28の内周部が図1に示 したように、雄軸18の溝30に係止する。これにより、掘管12、12同士の 軸力が保持されて連結が終了する。After fitting the involute spline, a not-shown fork or the like is hooked on the groove 37 of the outer shape of the cylindrical body 32, and the cylindrical body 32 is moved downward from the position shown in FIG. 6 by this fork. When the cylindrical body 32 is moved downward, the inner peripheral tapered surface 32a of the cylindrical body 32 contacts the spherical connecting block 28, and the spherical connecting block 28 is pushed by the inner peripheral tapered surface 32a to move in the direction of the arrow in the figure, that is, the male part. The shaft 18 moves in the direction of the central axis 18a (shown in FIG. 4). When the connecting block 28 moves, the inner peripheral portion of the spherical connecting block 28 is locked in the groove 30 of the male shaft 18 as shown in FIG. As a result, the axial force between the digging pipes 12, 12 is maintained and the connection is completed.

【0018】 一方、掘管12、12同士を取り外す際には、前記筒体32を図示しないフォ ーク等で図6中実線で示した位置まで移動し、その後、雌軸14を雄軸18から 引き抜く。雌軸18を引き抜くと、球状連結ブロック28が溝30に押されて溝 30から退避する。これにより、掘管12、12同士の連結が解除する。 このように、本実施例では、掘管12、12同士を連結する連結部材28を球 状に形成したので、連結部材を駒形に形成した従来の掘管の連結装置と比較して 、球状連結ブロック28と溝30との摺動摩擦抵抗が低減し、また、球状連結ブ ロック28と溝30との間にセメントミルク等が付着しても、球状連結ブロック 28が溝30に対して容易に出入りすることができる。On the other hand, when removing the digging pipes 12 from each other, the cylindrical body 32 is moved to a position shown by a solid line in FIG. 6 by a not-illustrated fork or the like, and then the female shaft 14 is moved to the male shaft 18. Pull out from. When the female shaft 18 is pulled out, the spherical connecting block 28 is pushed by the groove 30 and retracts from the groove 30. As a result, the connection between the drill pipes 12, 12 is released. As described above, in this embodiment, since the connecting member 28 for connecting the drill pipes 12 and 12 to each other is formed in a spherical shape, the connecting member 28 is connected in a spherical shape as compared with a conventional connecting device for a drill pipe in which the connecting member is formed in a piece shape. The sliding frictional resistance between the block 28 and the groove 30 is reduced, and even if cement milk or the like adheres between the spherical connecting block 28 and the groove 30, the spherical connecting block 28 can easily enter and leave the groove 30. can do.

【0019】 また、本実施例では、溝30と球状連結ブロック28の位置合わせが不要なの で、インボリュートスプライン16、20の多歯数のどの位置でも嵌合可能とな る。これにより、本実施例は、雄軸に多角柱を形成し雌軸に多角溝を形成して掘 管同士を連結する従来の掘管の連結装置と比較して、掘管の連結位置合わせが不 要となるので、掘管の連結を容易に、且つ短時間で行うことができる。更に、複 数の並列した多軸掘管に於いても同様に連結することができる。Further, in this embodiment, since the groove 30 and the spherical connecting block 28 are not required to be aligned with each other, the involute splines 16 and 20 can be fitted at any position with a large number of teeth. As a result, in this embodiment, as compared with the conventional connecting device for a drill pipe in which a polygonal column is formed on the male shaft and a polygonal groove is formed on the female shaft to connect the drill pipes, the alignment position of the drill pipes is adjusted. Since it is unnecessary, the drill pipes can be connected easily and in a short time. Further, it is possible to similarly connect a plurality of parallel multiaxial drill pipes.

【0020】[0020]

【考案の効果】[Effect of device]

以上説明したように、本考案に係る掘管の連結装置によれば、掘管同士を連結 する連結部材を球状に形成したので、連結部材を駒形に形成した従来の掘管の連 結装置と比較して、連結部材と溝との摺動摩擦抵抗が低減すると共に、球状連結 部材と溝との間にセメントミルク等が付着しても、球状連結部材が溝に対して容 易に出入りすることができる。 As described above, according to the drill pipe connecting device of the present invention, since the connecting member for connecting the drill pipes is formed in a spherical shape, the connecting device of the conventional drill pipe is formed in a piece shape. In comparison, the sliding frictional resistance between the connecting member and the groove is reduced, and even if cement milk or the like adheres between the spherical connecting member and the groove, the spherical connecting member can easily enter and leave the groove. You can

【0021】 また、本考案では、雄軸の溝と球状連結部材の位置合わせが不要なので、スプ ラインの多歯数のどの位置でも嵌合可能となる。Further, according to the present invention, since it is not necessary to align the groove of the male shaft with the spherical connecting member, the spline can be fitted at any position with a large number of teeth.

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

【図1】本考案に係る掘管の連結装置の実施例の断面図FIG. 1 is a sectional view of an embodiment of a pipe connecting device according to the present invention.

【図2】図1に於けるA−A線上に沿う断面図FIG. 2 is a sectional view taken along the line AA in FIG.

【図3】雌側のインボリュートスプラインの先端テーパ
状面取りの実施例を示す要部斜視図
FIG. 3 is a perspective view of a main part showing an example of chamfering a tapered tip of a female involute spline.

【図4】図1に於けるB−B線上に沿う断面図FIG. 4 is a sectional view taken along the line BB in FIG.

【図5】本考案に係る掘管の連結装置で連結された掘管
を使用して地中を掘削している状態を示す説明図
FIG. 5 is an explanatory view showing a state of excavating underground by using a drill pipe connected by a pipe connecting device according to the present invention.

【図6】本考案に係る掘管の連結装置の着脱時の実施例
を示す断面図
FIG. 6 is a cross-sectional view showing an embodiment when attaching and detaching the connecting device for a drill pipe according to the present invention.

【符号の説明】[Explanation of symbols]

10…掘管の連結装置 12…掘管 14…雌軸 16…雌側のインボリュートスプライン 18…雄軸 20…雄側のインボリュートスプライン 26…孔 28…球状連結ブロック 30…溝 32…筒体 10 ... Drill pipe connecting device 12 ... Drill pipe 14 ... Female shaft 16 ... Female involute spline 18 ... Male shaft 20 ... Male involute spline 26 ... Hole 28 ... Spherical connecting block 30 ... Groove 32 ... Cylindrical body

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 一定長さの単位掘管を順次連結して回転
と送りを与えつつ地中を掘進する掘管の連結装置に於い
て、 前記掘管の一端部には、雄のスプラインが形成されると
共に、その周囲に溝が形成された雄軸と、 前記掘管の他端部には、雌のスプラインが形成されると
共に、その円周に所定間隔で孔部が形成された雌軸と、 前記雌軸の前記孔部に装着されて掘管の径方向に摺動可
能に保持された球状連結部材と、 前記雌軸の外周部に設けられると共に掘管の軸線方向に
摺動可能に配設された筒体と、 を備え、前記雄、雌軸のスプラインを噛合わせて掘管同
士を嵌合すると共に、前記筒体を一方向に移動して筒体
の内側面で前記球状連結部材を掘管の中心方向に移動さ
せ、該球状連結部材の一部を前記雄軸の溝に係合して掘
管同士を連結することを特徴とする掘管の連結装置。
1. A connecting device for a drilling pipe which sequentially connects unit drilling pipes of a fixed length to advance under the ground while applying rotation and feed, wherein a male spline is provided at one end of the drilling pipe. A male shaft that is formed and has grooves formed around it, and a female spline that is formed at the other end of the drill pipe and that has holes formed at predetermined intervals on its circumference. A shaft, a spherical connecting member mounted in the hole of the female shaft and held so as to be slidable in the radial direction of the drill pipe, and provided on the outer peripheral portion of the female shaft and sliding in the axial direction of the drill pipe And a pipe body that is arranged so that the splines of the male and female shafts are engaged with each other to fit the excavation pipes together, and the pipe body is moved in one direction so that the inner surface of the pipe body is The spherical connecting member is moved toward the center of the drill pipe, and a part of the spherical connecting member is engaged with the groove of the male shaft to connect the drill pipes to each other. Coupling device digging pipes, characterized in that.
JP2260493U 1993-04-28 1993-04-28 Drill tube coupling device Expired - Lifetime JP2535618Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2260493U JP2535618Y2 (en) 1993-04-28 1993-04-28 Drill tube coupling device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2260493U JP2535618Y2 (en) 1993-04-28 1993-04-28 Drill tube coupling device

Publications (2)

Publication Number Publication Date
JPH0679895U true JPH0679895U (en) 1994-11-08
JP2535618Y2 JP2535618Y2 (en) 1997-05-14

Family

ID=12087449

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2260493U Expired - Lifetime JP2535618Y2 (en) 1993-04-28 1993-04-28 Drill tube coupling device

Country Status (1)

Country Link
JP (1) JP2535618Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021046755A (en) * 2019-09-20 2021-03-25 株式会社 尾鍋組 Attachment for forming crushed stone pile, and crushed stone pile forming device comprising the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021046755A (en) * 2019-09-20 2021-03-25 株式会社 尾鍋組 Attachment for forming crushed stone pile, and crushed stone pile forming device comprising the same

Also Published As

Publication number Publication date
JP2535618Y2 (en) 1997-05-14

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