JP2008274617A - Non-open-cut excavation burying device - Google Patents

Non-open-cut excavation burying device Download PDF

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JP2008274617A
JP2008274617A JP2007118421A JP2007118421A JP2008274617A JP 2008274617 A JP2008274617 A JP 2008274617A JP 2007118421 A JP2007118421 A JP 2007118421A JP 2007118421 A JP2007118421 A JP 2007118421A JP 2008274617 A JP2008274617 A JP 2008274617A
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end side
rear end
excavation
wire
cylindrical member
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JP5007148B2 (en
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Tomoki Ushida
智樹 牛田
Takenori Nishizaki
丈能 西崎
Seiichiro Mishima
誠一郎 三島
Isao Saito
勲雄 齋藤
Masanori Kumegawa
政則 粂川
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Kajima Corp
Chemical Grouting Co Ltd
Osaka Gas Co Ltd
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Kajima Corp
Chemical Grouting Co Ltd
Osaka Gas Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a non-open-cut excavation burying device for easily and simply adding a cylindrical member when pulling in the cylindrical member. <P>SOLUTION: This non-open-cut excavation burying device has a reamer body 20 of diametrically contracting toward the tip, a rod member 6 connected to a tip part of the reamer body 20, a rod driving means 14 for pulling in the rod member 6, the cylindrical member 24 pulled in by the rod driving means 14, a tip side tool 25 installed on the tip side of the cylindrical member 24 and connected to the reamer body 20 via a connecting mechanism 22, a rear end side tool 27 installed on the rear end side of the cylindrical member 24, and a wire member 88 for releasably connecting the tip side tool 25 and the rear end side tool 27 via the inside of the cylindrical member 24. The rear end side tool 27 has a pushing-in body 84 installed in the cylindrical member and a grip body 86 for pressing the pushing-in body 84 by gripping the wire member 88. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、地盤を開削することなく筒状部材を埋設することができる非開削掘削埋設装置に関する。   The present invention relates to a non-open-cut excavation and embedment apparatus that can embed a cylindrical member without excavating the ground.

地盤を非開削で掘削して例えば鞘管の如き筒状部材を埋設する非開削掘削埋設装置として、地盤を掘削するドリルヘッドと、このドリルヘッドに接続されるロッド部材と、ロッド部材を駆動するためのロッド駆動手段と、掘削した掘削孔を拡径掘削するためのリーマ体と、このリーマ体の基部に連結機構を介して接続される筒状部材とを備えたものが知られている(例えば、特許文献1参照)。このような非開削掘削埋設装置では、埋設孔を掘削する際には、ドリルヘッドが用いられ、このドリルヘッドがロッド部材の先端部に装着される。そして、ロッド駆動手段はロッド部材及びドリルヘッドを回動させながら推進し、このようにして掘削孔が形成される。その後、この掘削孔に鞘管としての筒状部材を埋設するときには、ドリルヘッドに代えてリーマ体が用いられ、このリーマ体の先端部がロッド部材に装着され、またリーマ体の基部に連結機構を介して筒状部材が連結される。そして、ロッド駆動手段はロッド部材及びリーマ体を回転させながら引き込み、このようにしてリーマ体により掘削孔が拡径掘削されるとともに、拡径された掘削孔に筒状部材が埋設される。   As a non-open cut excavation and burying device for excavating the ground without opening and burying a cylindrical member such as a sheath tube, a drill head for excavating the ground, a rod member connected to the drill head, and a rod member are driven. There are known rod drive means for the above, a reamer body for expanding the excavated excavation hole, and a cylindrical member connected to the base of the reamer body via a coupling mechanism ( For example, see Patent Document 1). In such a non-open excavation burial apparatus, a drill head is used when excavating a buried hole, and this drill head is attached to the tip of the rod member. And a rod drive means propels, rotating a rod member and a drill head, and an excavation hole is formed in this way. Thereafter, when a tubular member as a sheath pipe is embedded in the excavation hole, a reamer body is used instead of the drill head, the tip of the reamer body is attached to the rod member, and a coupling mechanism is connected to the base of the reamer body. A cylindrical member is connected via the. The rod driving means pulls in while rotating the rod member and the reamer body. In this way, the digging hole is expanded by the reamer body, and the tubular member is embedded in the expanded digging hole.

このような非開削掘削埋設装置では、筒状部材がジャケットにより覆われ、リーマ体を引き込む際に、このジャケットを引っ張って筒状部材を引き込むように構成されており、それ故に、筒状部材を引き込む際の抵抗が大きくなると、ジャケットに大きな負荷が作用し、ジャケット自体が破損するおそれがあり、ジャケットが破損した場合、筒状部材を掘削孔に引き込んで埋設することができなくなる。   In such an uncut excavation and burying apparatus, the tubular member is covered with a jacket, and when the reamer body is drawn, the tubular member is drawn by pulling the jacket. When the resistance at the time of drawing becomes large, a large load acts on the jacket and the jacket itself may be damaged. When the jacket is broken, the tubular member cannot be drawn into the excavation hole and embedded.

このような問題を解消するために、筒状部材を先端側から引き込むのではなく、その後端側から押し込むようにしたものも提案されている(例えば、特許文献2)。この非開削掘削埋設装置は、リーマ体に連結機構を介して連結される先端側治具と、この先端側治具に先端部が装着される筒状部材と、筒状部材の後端部に装着される後端側治具と、筒状部材内に挿通される引張部材とを備え、引張部材の一端部が先端側治具に装着され、その他端部が後端側治具に支持される。   In order to solve such a problem, there has been proposed one in which the cylindrical member is not pulled from the front end side but pushed from the rear end side (for example, Patent Document 2). The non-cut excavation burial device includes a front end side jig connected to the reamer body via a connecting mechanism, a cylindrical member having a front end portion attached to the front end side jig, and a rear end part of the cylindrical member. The rear end side jig to be attached and the tension member inserted into the cylindrical member are provided, one end of the tension member is attached to the front end side jig, and the other end is supported by the rear end side jig. The

このような非開削掘削埋設装置においては、リーマ体を引込み方向に移動すると、このリーマ体からの引込み力が連結機構、先端側治具及び引張部材を介して後端側治具に伝達し、この後端側治具から筒状部材の後端部に作用し、従って、後端側治具が筒状部材を後端側から押し込むように作用し、かくして、筒状部材を押し込みながら掘削孔に挿入埋設することができる。   In such a non-cutting excavation and embedment device, when the reamer body is moved in the retracting direction, the pulling force from the reamer body is transmitted to the rear end side jig via the coupling mechanism, the front end side jig and the tension member, From this rear end side jig, it acts on the rear end portion of the cylindrical member, and therefore, the rear end side jig acts to push the cylindrical member from the rear end side, and thus the excavation hole while pushing the cylindrical member. Can be inserted and buried.

特開2004−293141号公報JP 2004-293141 A 特開2001−311385号公報JP 2001-31385 A

従来の非開削掘削埋設装置では、埋設される筒状部材は相互に接続されるように構成され、また引張部材も筒状部材を接続した際に相互に接続されるように構成され、筒状部材を引き込むにつれて筒状部材及び引張部材を継ぎ足して引き込むように構成されているが、上述した従来のものでは、筒状部材及び引張部材の継足し作業が煩雑であるという問題がある。即ち、引張部材には雄ねじが設けられ、引張部材を接続するのに雌ねじが設けられた接続治具が用いられ、また後端側治具は、筒状部材の後端部に装着されるベースと、このベースに作用するワッシャ及びナットとから構成されている。筒状部材及び引張部材を継ぎ足すには、まず、ワッシャ及びナットとともにベースを取り外し、次いで引張部材に接続治具を取り付けて継ぎ足すべき引張部材を取り付け、次いで筒状部材の後端部に継ぎ足すべき筒状部材を接続し、その後継ぎ足した筒状部材の後端部にベースを取り付け、しかる後にベースから突出する引張部材にワッシャ及びナットを取り付ければならず、その作業が煩雑となる。加えて、雄ねじ、雌ねじによる螺着を多用しているために、構成が複雑になるとともに、部材の製作費用が高くなる。   In the conventional non-cutting excavation and burying device, the embedded cylindrical members are configured to be connected to each other, and the tensile members are also configured to be connected to each other when the cylindrical members are connected, Although the tubular member and the tension member are configured to be pulled in as the member is pulled in, the conventional device described above has a problem that the work of adding the tubular member and the tension member is complicated. That is, the tension member is provided with a male screw, and a connection jig provided with a female screw is used to connect the tension member. The rear end side jig is a base mounted on the rear end portion of the tubular member. And a washer and a nut acting on the base. To add the tubular member and the tension member, first remove the base together with the washer and nut, then attach the connecting jig to the tension member, attach the tension member to be added, and then connect to the rear end of the tubular member. It is necessary to connect a cylindrical member to be added, and then attach a base to the rear end portion of the joined cylindrical member, and then attach a washer and a nut to a tensile member protruding from the base, which makes the operation complicated. In addition, since screwing with male and female screws is frequently used, the structure becomes complicated and the manufacturing cost of the member increases.

本発明の目的は、筒状部材の引込みの際の筒状部材の継ぎ足しを容易に且つ簡単に行うことができる非開削掘削埋設装置を提供することである。   An object of the present invention is to provide a non-open-cut excavation and embedment device that can easily and simply add a tubular member when the tubular member is retracted.

本発明の請求項1に記載の非開削掘削埋設装置は、先端に向けて縮径するリーマ体と、前記リーマ体の先端部に接続されるロッド部材と、前記ロッド部材を引き込むためのロッド駆動手段と、前記ロッド駆動手段によって引き込まれる筒状部材と、前記筒状部材の先端側に装着され、前記リーマ体の基部に連結機構を介して連結される先端側治具と、前記筒状部材の後端側に装着される後端側治具と、前記筒状部材内を通して前記先端側治具と前記後端側治具とを解除自在に接続するワイヤ部材と、を具備する非開削掘削埋設装置であって、前記後端側治具は、前記筒状部材に装着される押込み体と、前記ワイヤ部材をグリップして前記押込み体を押圧するためのグリップ体とを備え、前記押込み体には、前記ワイヤ部材を横側から受け入れるための受け溝が設けられ、前記グリップ体は、前記ワイヤ部材を引込み方向に引っ張ったときには前記ワイヤ部材をグリップし、前記ワイヤ部材を前記引込み方向と反対方向に戻したときには前記ワイヤ部材のグリップ状態を解除可能とすることを特徴とする。   The non-cutting excavation embedding device according to claim 1 of the present invention includes a reamer body whose diameter is reduced toward the tip, a rod member connected to the tip of the reamer body, and a rod drive for retracting the rod member. Means, a cylindrical member that is pulled in by the rod driving means, a tip-side jig that is mounted on the tip side of the cylindrical member and is connected to the base of the reamer body via a connecting mechanism, and the cylindrical member Non-open excavation comprising: a rear end side jig mounted on the rear end side; and a wire member that releasably connects the front end side jig and the rear end side jig through the cylindrical member. The embedding device, wherein the rear end side jig includes a pressing body attached to the cylindrical member, and a grip body for gripping the wire member and pressing the pressing body, Accepts the wire member from the side The grip body grips the wire member when the wire member is pulled in the retracting direction, and the grip body grips the wire member when the wire member is returned in the direction opposite to the retracting direction. Can be released.

また、本発明の請求項2記載の非開削掘削埋設装置では、前記押込み体は、前記グリップ体が当接する外側部材と、前記外側部材の内側に配設された内側部材とを備え、前記内側部材には、前記筒状部材を位置決め保持するための保持突部が設けられているとともに、前記ワイヤ部材を受け入れるための第1受け溝が設けられ、前記外側部材には前記ワイヤ部材を受け入れるための第2受け溝が設けられているとともに、前記内側部材の前記第1受け溝に挿入される突起が設けられていることを特徴とする。   Further, in the non-cut excavation embedding device according to claim 2 of the present invention, the pushing body includes an outer member with which the grip body abuts, and an inner member disposed inside the outer member, The member is provided with a holding projection for positioning and holding the cylindrical member, and is provided with a first receiving groove for receiving the wire member, and the outer member for receiving the wire member. The second receiving groove is provided, and a protrusion to be inserted into the first receiving groove of the inner member is provided.

また、本発明の請求項3に記載の非開削掘削埋設装置では、前記グリップ体は、円錐状の貫通孔が設けられた当接部材と、前記当接部材の前記貫通孔に挿入されて円錐状のグリップ体を構成する複数の割り部材とから構成され、前記押込み体と前記グリップ体の前記当接部材との間には、前記当接部材が前記筒状部材内に落下するのを防止するための落下防止部材が介在され、前記押込み体を取り外したときには、前記落下防止部材が前記筒状部材の開口を塞いで前記当接部材の落下を防止することを特徴とする。   In the non-open-cut excavation embedding device according to claim 3 of the present invention, the grip body includes a contact member provided with a conical through hole, and a cone inserted into the through hole of the contact member. A plurality of split members constituting a grip body, and the contact member is prevented from falling into the tubular member between the pushing body and the contact member of the grip body. When the push-in member is removed, the fall prevention member closes the opening of the cylindrical member to prevent the contact member from falling.

更に、本発明の請求項4に記載の非開削掘削埋設装置では、前記グリップ体は、円錐状の貫通孔が設けられた当接部材と、前記当接部材の前記貫通孔に挿入されて円錐状のグリップ体を構成する複数の割り部材とから構成され、前記当接部材には、前記筒状部材内に落下するのを防止するための落下防止用部材が取り付けられていることを特徴とする。   Furthermore, in the non-open-cut excavation embedding device according to claim 4 of the present invention, the grip body includes a contact member provided with a conical through hole, and a cone inserted into the through hole of the contact member. A plurality of split members constituting a grip-like grip body, and the contact member is attached with a fall-preventing member for preventing falling into the tubular member. To do.

本発明の請求項1に記載の非開削掘削埋設装置によれば、リーマ体に連結部材を介して先端側治具が連結され、引き込むべき筒状部材の先端側に先端側治具が装着され、その後端側に後端側治具が装着され、この先端側治具と後端側治具とがワイヤ部材を介して解除自在に接続されるので、リーマ体を引き込みながら拡径掘削する際には、リーマ本体からの引込み力が連結機構、先端側治具及びワイヤ部材を介して後端側治具に伝達され、この後端側治具から筒状部材に作用し、これによって、筒状部材を後端側から押し込みながら拡径掘削された掘削孔に挿入することができる。また、後端側治具は、筒状部材に装着される押込み体と、ワイヤ部材をグリップして押込み体を押圧するためのグリップ体とを備え、押込み体には受け溝が設けられているので、この押込み体を横側が挿入するようにして筒状部材の後端部に装着することができる。また、後端側治具のグリップ体は、ワイヤ部材を引込み方向に引っ張ったときにはワイヤ部材をグリップし、ワイヤ部材を前記引込み方向と反対方向に戻したときには前記ワイヤ部材のグリップ状態を解除となるので、グリップ体によるグリップ及びグリップ解除を容易に行うことができ、これらによって、筒状部材の継足し作業を簡単に且つ短時間に行うことができる。   According to the non-cutting excavation embedding device according to claim 1 of the present invention, the tip side jig is connected to the reamer body via the connecting member, and the tip side jig is attached to the tip side of the tubular member to be retracted. The rear end side jig is mounted on the rear end side, and the front end side jig and the rear end side jig are releasably connected via the wire member. The retraction force from the reamer main body is transmitted to the rear end side jig via the coupling mechanism, the front end side jig and the wire member, and acts on the cylindrical member from the rear end side jig, thereby The shaped member can be inserted into the excavation hole that has been diameter-excavated while being pushed from the rear end side. Further, the rear end side jig includes a pusher mounted on the cylindrical member and a grip body for gripping the wire member and pressing the pusher, and the pusher is provided with a receiving groove. Therefore, the pusher can be attached to the rear end portion of the tubular member so that the lateral side is inserted. The grip body of the rear end side jig grips the wire member when the wire member is pulled in the retracting direction, and releases the grip state of the wire member when the wire member is returned in the direction opposite to the retracting direction. Therefore, it is possible to easily grip and release the grip by the grip body, and thereby, it is possible to perform the work of adding the cylindrical member easily and in a short time.

また、本発明の請求項2記載の非開削掘削埋設装置では、内側部材に第1受け溝が設けられ、また外側部材に第2受け溝が設けられているので、内側部材及ぶ外側部材を横側から挿入するようにして筒状部材の後端部に装着することができる。また、内側部材に保持突部が設けられているので、筒状部材の後端部が内側部材に対して所定の位置関係に保持され、押込み体を筒状部材に確実に作用させることができる。更に、内側部材の第1受け溝に外側部材の前記第1受け溝に挿入される突起が設けられているので、この突起によって、内側部材と外側部材との相対的回転を防止することができる。   Further, in the non-open excavation excavation embedding device according to claim 2 of the present invention, the first receiving groove is provided in the inner member, and the second receiving groove is provided in the outer member. It can be attached to the rear end of the tubular member so as to be inserted from the side. In addition, since the holding projection is provided on the inner member, the rear end portion of the cylindrical member is held in a predetermined positional relationship with respect to the inner member, and the pusher can be reliably acted on the cylindrical member. . Further, since the first receiving groove of the inner member is provided with a protrusion inserted into the first receiving groove of the outer member, the protrusion can prevent relative rotation between the inner member and the outer member. .

また、本発明の請求項3に記載の非開削掘削埋設装置によれば、押込み体とグリップ体の当接部材との間に落下防止部材が介在されているので、押込み体を取り外したときには落下防止部材が筒状部材の開口を塞ぐようになり、これによって、当接部材の筒状部材内への落下を防止することができる。   Further, according to the non-cut excavation and burying device according to claim 3 of the present invention, since the fall prevention member is interposed between the pushing body and the abutting member of the grip body, the fall is removed when the pushing body is removed. The prevention member comes to block the opening of the cylindrical member, and thereby, the fall of the contact member into the cylindrical member can be prevented.

更に、本発明の請求項4に記載の非開削掘削埋設装置によれば、グリップ体の当接部材に落下防止用部材が取り付けられているので、この落下防止用部材によって、当接部材の筒状部材内への落下を防止することができる。   Furthermore, according to the non-cut-cut excavation embedding device according to claim 4 of the present invention, since the fall prevention member is attached to the abutment member of the grip body, the fall prevention member uses this fall prevention member to The falling into the member can be prevented.

以下、添付図面を参照して、本発明に従う非開削掘削埋設装置の一実施形態について説明する。図1は、一実施形態の非開削掘削埋設装置による掘削作業を説明するための簡略図であり、図2は、図1の非開削掘削埋設装置による拡径掘削作業を説明するための簡略図であり、図3は、図1の非開削掘削埋設装置による掘削作業を説明するための簡略図であり、図4は、図1の非開削掘削埋設装置による掘削作業が終了した状態を示す簡略図であり、図5は、図2の非開削掘削埋設装置による拡径掘削作業(及び引込み作業)を説明するための簡略図であり、図6は、図1の非開削掘削埋設装置のリーマ体及びそれに関連する構成を示す断面図であり、図7は、図1の非開削掘削埋設装置における先端側治具を示す断面図であり、図8は、図1の非開削掘削埋設装置における後端側治具を一部断面で示す断面図であり、図9は、図8の後端側治具を分解して示す斜視図であり、図10(a)及び(b)は、図8の後端側治具の内側部材を示す正面図及び側面図であり、図11(a)及び(b)は、図8の後端側治具の外側部材を示す正面図及び側面図であり、図12(a)及び(b)は、図8の後端側治具の緩衝部材を示す正面図及び側面図であり、図13は、筒状部材の継足し作業においてワイヤ部材を戻したときの状態を示す断面図であり、図14は、筒状部材の継足し作業において押込み体を外した状態を示す断面図であり、図15は、筒状部材の継足し作業において筒状部材を継ぎ足した状態を示す断面図である。   Hereinafter, with reference to an accompanying drawing, one embodiment of the non-cutting excavation embedding device according to the present invention is described. FIG. 1 is a simplified diagram for explaining excavation work by the non-open excavation burial apparatus according to one embodiment, and FIG. 2 is a simplified diagram for explaining diameter-expanded excavation work by the non-cut excavation burial apparatus of FIG. FIG. 3 is a simplified diagram for explaining the excavation work by the non-open excavation burial apparatus of FIG. 1, and FIG. 4 is a simplified diagram showing a state in which the excavation work by the non-cut excavation burial apparatus of FIG. FIG. 5 is a simplified diagram for explaining the diameter-expanded excavation work (and retraction work) by the non-open excavation excavation embedding apparatus of FIG. 2, and FIG. 6 is a reamer of the non-open excavation excavation embedding apparatus of FIG. 7 is a cross-sectional view showing a body and a configuration related thereto, FIG. 7 is a cross-sectional view showing a front end side jig in the non-cutting excavation and burying apparatus of FIG. 1, and FIG. 9 is a cross-sectional view showing the rear end side jig in a partial cross section, and FIG. It is a perspective view which decomposes | disassembles and shows a side jig | tool, FIG. 10 (a) and (b) is the front view and side view which show the inner member of the rear end side jig | tool of FIG. FIGS. 12A and 12B are a front view and a side view showing the outer member of the rear end side jig of FIG. 8, and FIGS. 12A and 12B show the buffer member of the rear end side jig of FIG. FIG. 13 is a cross-sectional view showing a state when the wire member is returned in the addition work of the tubular member, and FIG. 14 is a push-in body in the addition work of the tubular member. FIG. 15 is a cross-sectional view showing a state in which the tubular member is added in the work of adding the tubular member.

図1及び図2において、図示の非開削掘削埋設装置2は、地中を非開削で掘削するためのドリルヘッド4と、このドリルヘッド4の推進に伴って順次に接続されるロッド部材6とから構成され、ドリルヘッド4の推進によって掘削孔を形成するときには、先端側のロッド部材6にドリルヘッド4が取り付けられる。   1 and 2, the non-cutting excavation and burying device 2 shown in the figure includes a drill head 4 for excavating the underground without cutting, and a rod member 6 that is sequentially connected as the drill head 4 is propelled. When the drill hole is formed by propulsion of the drill head 4, the drill head 4 is attached to the rod member 6 on the distal end side.

ドリルヘッド4及びロッド部材6は、例えば、地盤8の表面から地中(土壌中)に挿入されて推進する。地上にはロッド部材6を介してドリルヘッド4を駆動するためのロッド駆動手段14が設置され、このロッド駆動手段14はロッド部材6を所要の通りに駆動し、ロッド部材6及びドリルヘッド4を所定の推進方向に押し込むとともに、軸線方向を中心として所定方向に回動する。このような非開削掘削埋設装置2では、ドリルヘッド4が進むにつれてその基部側、即ちロッド駆動手段14側に新しいロッド部材6が着脱自在に継ぎ足され、このようにロッド部材6を継ぎ足しながらドリルヘッド4が所定方向に推進し、このようにして掘削孔が形成される。また、ロッド駆動手段14に関連して、掘削液を供給するための掘削液供給手段16が設けられ、掘削液供給手段16からの掘削液(例えば、泥水など)が接続されたロッド部材6を通してドリルヘッド4に供給され、かく供給された掘削液がドリルヘッド4の噴射ノズル(図示せず)から掘削域に噴射される。   For example, the drill head 4 and the rod member 6 are inserted and propelled from the surface of the ground 8 into the ground (in the soil). Rod driving means 14 for driving the drill head 4 via the rod member 6 is installed on the ground, and this rod driving means 14 drives the rod member 6 as required, and the rod member 6 and the drill head 4 are driven. While pushing in a predetermined propulsion direction, it rotates in a predetermined direction around the axial direction. In such a non-open cutting excavation and burying apparatus 2, as the drill head 4 advances, a new rod member 6 is detachably added to the base side thereof, that is, the rod driving means 14 side. 4 is propelled in a predetermined direction, thus forming a borehole. Further, in relation to the rod driving means 14, a drilling fluid supply means 16 for supplying the drilling fluid is provided, and the drilling fluid (for example, muddy water) from the drilling fluid supply means 16 is connected to the rod member 6. The drilling fluid supplied to the drill head 4 is sprayed from the spray nozzle (not shown) of the drill head 4 to the drilling area.

また、形成した掘削孔を拡径掘削するときには、図2に示すように、ドリルヘッド4に代えてリーマ体20が用いられ、接続されたロッド部材6の先端部にリーマ体20が取り付けられ、このリーマ体20の基部に連結機構22(図6参照)を介して筒状部材24が連結される。筒状部材24の先端側には先端側治具25が配設され、この先端側治具25に連結機構22が連結される。また、筒状部材24の後端側には後端側治具27が装着される。鞘管として機能する筒状部材24を引き込むときにもロッド駆動手段14はロッド部材6を所要の通りに駆動し、ロッド部材6及びリーマ体20を所定の引込み方向(掘削推進方向と反対方向)に引き込むとともに、軸線方向を中心として所定方向と反対方向に回動する。そして、筒状部材24を引き込むにつれてその基部側、即ちロッド駆動手段14側にてロッド部材6が取り外されるとともに、筒状部材24の後端側に後述するようにして筒状部材24が継ぎ足され、このようにロッド部材6を取り外し、筒状部材24を継足しながらリーマ体20が所定方向に引き込まれ、このようにしてリーマ体20による拡径掘削が行われるとともに、筒状部材24の引込みが行われる。この拡径掘削のときにも、掘削液供給手段16からの掘削液が接続されたロッド部材6を通してリーマ体20に供給され、かく供給された掘削液が、リーマ体20の噴射ノズル(図示せず)から拡径掘削域に噴射される。尚、筒状部材26を直線状に保つために、地盤8に引込み架台29が設置され、継ぎ足された筒状部材26は、この引込み架台29に支持されながら拡径掘削孔に引き込まれる。   Further, when the formed excavation hole is expanded in diameter, as shown in FIG. 2, a reamer body 20 is used instead of the drill head 4, and the reamer body 20 is attached to the tip of the connected rod member 6, A cylindrical member 24 is connected to the base of the reamer body 20 via a connecting mechanism 22 (see FIG. 6). A front end side jig 25 is disposed on the front end side of the cylindrical member 24, and the connecting mechanism 22 is connected to the front end side jig 25. A rear end side jig 27 is attached to the rear end side of the cylindrical member 24. The rod driving means 14 also drives the rod member 6 as required when the cylindrical member 24 functioning as a sheath tube is pulled in, and the rod member 6 and the reamer body 20 are pulled in a predetermined pulling direction (the direction opposite to the excavation propulsion direction). And is rotated in the direction opposite to the predetermined direction around the axial direction. As the tubular member 24 is pulled in, the rod member 6 is removed on the base side thereof, that is, on the rod driving means 14 side, and the tubular member 24 is added to the rear end side of the tubular member 24 as described later. Thus, the rod member 6 is removed, and the reamer body 20 is drawn in a predetermined direction while the cylindrical member 24 is added. Thus, the reamer body 20 performs the diameter expansion excavation, and the cylindrical member 24 is retracted. Is done. Also during this diameter expansion excavation, the drilling fluid from the drilling fluid supply means 16 is supplied to the reamer body 20 through the connected rod member 6, and the supplied drilling fluid is an injection nozzle (not shown) of the reamer body 20. )) Is injected into the expanded drilling area. In order to keep the tubular member 26 in a straight line, a retractable gantry 29 is installed on the ground 8, and the added tubular member 26 is drawn into the enlarged diameter excavation hole while being supported by the retractable gantry 29.

次に、図1及び図2とともに、図3〜図5を参照して、上述した非開削掘削埋設装置2を用いて電気防食用電極体(図示せず)を埋設する非開削工法について説明する。
建造物30は建造物本体32を備え、この建造物本体32の底部が地中に埋設された多数の埋設鋼材34上に建造され、これら埋設鋼材34は建造物本体32を支持する。このような建造物30の埋設鋼材34に電気防食を施すには、図3〜図5に示すようにして電気防食用電極体が埋設設置される。尚、ロッド駆動手段14及び掘削液供給手段16は、例えば、自走可能な走行車両38,40に搭載され、掘削を行う作業現場まで走行して設置される。
Next, with reference to FIGS. 3 to 5 together with FIGS. 1 and 2, a non-cutting method for burying an electrode member for cathodic protection (not shown) using the non-cutting excavation and burying apparatus 2 described above will be described. .
The building 30 includes a building main body 32, and the bottom of the building main body 32 is built on a number of embedded steel members 34 embedded in the ground, and the embedded steel members 34 support the building main body 32. In order to provide the anticorrosion to the buried steel material 34 of the building 30 as described above, an electrode member for cathodic protection is buried and installed as shown in FIGS. The rod driving means 14 and the excavating fluid supply means 16 are mounted on, for example, self-propelled traveling vehicles 38 and 40 and travel to the work site where excavation is performed.

電気防食用電極体を埋設するには、まず、図1及び図3に示すように、建造物30の周囲近傍にロッド駆動手段14及び掘削液供給手段16を設置し、このロッド駆動手段14によって回転させながらからロッド部材6及びドリルヘッド4を矢印42で示す方向に推進させ、かかる推進によって掘削孔44を掘削する。そして、図4に示すように、地中に埋設された埋設鋼材34の間を通り、建造物本体32の下側を水平に建造物30の片側から他側に(図3及び図4において左から右に)ロッド部材6及びドリルヘッド4を推進させ、ドリルヘッド4を地盤8の表面に突出させる。このようにして建造物本体32の下側を実質上水平に貫通する掘削孔44を非開削で掘削する。   In order to embed the electrode member for cathodic protection, first, as shown in FIGS. 1 and 3, the rod driving means 14 and the drilling fluid supply means 16 are installed in the vicinity of the periphery of the building 30. The rod member 6 and the drill head 4 are propelled in the direction indicated by the arrow 42 while rotating, and the excavation hole 44 is excavated by the propulsion. And as shown in FIG. 4, it passes between the embedment steel materials 34 embed | buried in the ground, and the lower side of the building main body 32 is horizontal from the one side of the building 30 to the other side (left in FIG.3 and FIG.4) The rod member 6 and the drill head 4 are propelled so that the drill head 4 protrudes from the surface of the ground 8. In this manner, the excavation hole 44 that penetrates the lower side of the building body 32 substantially horizontally is excavated without cutting.

次に、ドリルヘッド4に代えてリーマ体20を用い、接続されたロッド部材6の先端部にリーマ体20を取り付け、このリーマ体20に連結機構22(図7参照)を介して先端側治具25を連結する。また、筒状部材24の後端部に後端側治具27を装着し、先端側具25と後端側治具27との間に筒状部材24を介在させ、この筒状部材24内を通して延びるワイヤ部材88(図2参照)によって先端側治具25と後端側治具27とを後述する如く連結する。そして、矢印46で示すように、ロッド駆動手段14によって回転させながらロッド部材6及びリーマ体20を引き込み、かかる引き込みの際に形成された掘削孔44をリーマ体20によって拡径掘削するとともに、後述する如く、連結機構22、先端側治具25、ワイヤ部材88及び後端側治具27を介して筒状部材24を拡径掘削された掘削孔48(図6参照)内に引き込む。この引込みは、上述したように、接続したロッド部材6を取り外しながら、また筒状部材24を継ぎ足しながら、筒状部材24の先端がロッド駆動手段14側に露出するまで行われ、このように引込むと、引き込まれた筒状部材24は、拡径掘削孔48に埋設される。その後、電気防食用電極体(図示せず)を埋設した筒状部材24内に押込むようにして挿入し、このようにして電気防食用電極体を非開削でもって地盤8に埋設することができる。   Next, a reamer body 20 is used in place of the drill head 4, and the reamer body 20 is attached to the tip of the connected rod member 6. The reamer body 20 is connected to the reamer body 20 via a coupling mechanism 22 (see FIG. 7). The tool 25 is connected. In addition, a rear end side jig 27 is attached to the rear end portion of the cylindrical member 24, and the cylindrical member 24 is interposed between the front end side tool 25 and the rear end side jig 27. The front end side jig 25 and the rear end side jig 27 are connected as described later by a wire member 88 (see FIG. 2) extending therethrough. Then, as shown by an arrow 46, the rod member 6 and the reamer body 20 are drawn while being rotated by the rod driving means 14, and the digging hole 44 formed at the time of the drawing is expanded by the reamer body 20, and is described later. As described above, the cylindrical member 24 is drawn into the excavated hole 48 (see FIG. 6) whose diameter has been excavated through the coupling mechanism 22, the front end side jig 25, the wire member 88, and the rear end side jig 27. As described above, the pull-in is performed while removing the connected rod member 6 and adding the tubular member 24 until the tip of the tubular member 24 is exposed to the rod driving means 14 side. Then, the pulled-in cylindrical member 24 is embedded in the enlarged diameter excavation hole 48. Thereafter, the electrode member for cathodic protection (not shown) is inserted so as to be pushed into the embedded cylindrical member 24, and thus the electrode member for cathodic protection can be buried in the ground 8 by non-cutting.

次に、主として図6及び図7を参照して、上述した被開削掘削埋設装置2により筒状部材24を引き込む際に用いるリーマ体20、連結機構22及び先端側治具25について説明する。図6及び図7において、リーマ体20は略円錐状のリーマ本体52を有し、その先端(矢印55で示す引込み側)に向けて縮径され、その先端部に接続部54が設けられ、この接続部54に一点鎖線で示すようにロッド部材6の先端部が接続される。従って、ロッド部材6を引き込むと、これと一体的にリーマ本体52も引き込まれる。このリーマ本体54の外周面には、周方向に間隔をおいて複数のブレード(図示せず)が設けられ、これらブレードによって、掘削孔44が拡径掘削される。   Next, mainly with reference to FIG. 6 and FIG. 7, the reamer body 20, the coupling mechanism 22, and the tip side jig 25 used when the tubular member 24 is pulled in by the above-described excavated excavation and embedding device 2 will be described. 6 and 7, the reamer body 20 has a substantially conical reamer main body 52, which is reduced in diameter toward the tip (retraction side indicated by an arrow 55), and a connecting portion 54 is provided at the tip. The tip of the rod member 6 is connected to the connecting portion 54 as indicated by a one-dot chain line. Therefore, when the rod member 6 is pulled, the reamer main body 52 is also pulled together. A plurality of blades (not shown) are provided on the outer peripheral surface of the reamer main body 54 at intervals in the circumferential direction, and the excavation hole 44 is diameter-expanded by these blades.

このリーマ体20の基部と先端側治具25とを連結する連結機構22は、略U字状の第1及び第2連結部材62,64を備えている。リーマ体20の基部には第1接続部材66が設けられ、この第1接続部材66は、例えばスイベル継手67の如き継手手段を介してリーマ本体52に対して相対的に回転自在に装着されている。この第1接続部材66には連結孔が設けられ、第1連結部材62は、その両端部及び第1接続部材66の連結孔を通してピン部材68を装着することによって第1接続部材66に連結される。   The connection mechanism 22 that connects the base portion of the reamer body 20 and the distal end side jig 25 includes first and second connection members 62 and 64 that are substantially U-shaped. A first connection member 66 is provided at the base of the reamer body 20, and the first connection member 66 is rotatably mounted relative to the reamer main body 52 via a joint means such as a swivel joint 67. Yes. The first connecting member 66 is provided with a connecting hole, and the first connecting member 62 is connected to the first connecting member 66 by attaching pin members 68 through both end portions and the connecting holes of the first connecting member 66. The

また、先端側治具25の一端側(図6及び図7において左側)には連結部70が設けられ、その他端側(図6及び図7において右側)に受け部72が設けられ、連結部70には連結孔74が設けられている。第1連結部材62と第2連結部材64とは、それらのU字状部が相互に係合するように連結され、かく連結された第2連結部材64は、その両端部の連結孔及び先端側治具25の連結孔74を通してピン部材76を装着することによって先端側治具25に連結される。   Further, a connecting portion 70 is provided on one end side (left side in FIGS. 6 and 7) of the distal end side jig 25, and a receiving portion 72 is provided on the other end side (right side in FIGS. 6 and 7). 70 is provided with a connecting hole 74. The 1st connection member 62 and the 2nd connection member 64 are connected so that those U-shaped parts may mutually engage, and the 2nd connection member 64 connected in this way is the connection hole and front-end | tip of the both ends. The pin member 76 is attached through the connection hole 74 of the side jig 25 to be connected to the tip side jig 25.

このように連結機構22を介して連結されているので、リーマ体20が矢印55で示す方向に引き込まれると、これに伴って先端側治具25も一体的に拡散掘削孔48内に引き込まれる。また、この引込みのときにリーマ体20が回転されるが、この回動力は連結機構22を介して先端側治具25に伝達されず、従って、先端側治具25及び筒状部材24は回動することなく矢印55で示す方向に引き込まれる。   Since the reamer body 20 is pulled in the direction indicated by the arrow 55 because it is connected via the connecting mechanism 22 as described above, the tip side jig 25 is also drawn integrally into the diffusion excavation hole 48 accordingly. . In addition, the reamer body 20 is rotated during the retraction, but this turning force is not transmitted to the tip side jig 25 via the coupling mechanism 22, and therefore the tip side jig 25 and the cylindrical member 24 are rotated. It is pulled in the direction shown by the arrow 55 without moving.

先端側治具25の受け部72には、図6に示すように、中空円筒状のカバー部材78を設けるのが好ましい。このカバー部材78は、受け部72の基部部に例えば取付ねじ79によって取り付けられ、この受け部72からリーマ体20の基部に向けて延び、連結部70及び連結機構22を覆っている。また、このカバー部材78の先端部には補強リング80が設けられ、補強リング80がその先端部全周に設けられている。このようにカバー部材78を設けることによって、リーマ体20と先端側治具25との間の間隙(即ち、連結機構22が配設された空間)に土砂などが侵入するのを防止することができる。また、カバー部材78を先端側治具25側に設けているので、引込み時にリーマ体20が回動してもカバー部材78が回動することがなく、このカバー部材78による抵抗を少なくすることができる。   As shown in FIG. 6, a hollow cylindrical cover member 78 is preferably provided in the receiving portion 72 of the distal end side jig 25. The cover member 78 is attached to the base portion of the receiving portion 72 by, for example, an attachment screw 79, extends from the receiving portion 72 toward the base portion of the reamer body 20, and covers the connecting portion 70 and the connecting mechanism 22. Further, a reinforcing ring 80 is provided at the tip of the cover member 78, and the reinforcing ring 80 is provided on the entire circumference of the tip. By providing the cover member 78 in this way, it is possible to prevent earth and sand from entering the gap between the reamer body 20 and the tip side jig 25 (that is, the space in which the coupling mechanism 22 is disposed). it can. Further, since the cover member 78 is provided on the distal end side jig 25 side, the cover member 78 does not rotate even if the reamer body 20 rotates during retraction, and the resistance by the cover member 78 is reduced. Can do.

筒状部材24の先端側は、図7に示すように先端側治具25に装着される。即ち、先端側治具25の受け部72は中空筒状に形成され、他端側に開口する円筒状の受け空間80を規定する。筒状部材24の先端部は、上記開口を通して受け空間80に挿入することによって、この受け部72に装着される。筒状部材24は例えば塩化ビニール(PVC)管から形成され、その外周を覆うようにジャケット82が予め装着されており、このような筒状部材24が好都合に用いられる。   The distal end side of the cylindrical member 24 is attached to the distal end side jig 25 as shown in FIG. That is, the receiving portion 72 of the distal end side jig 25 is formed in a hollow cylindrical shape, and defines a cylindrical receiving space 80 that opens to the other end side. The distal end portion of the cylindrical member 24 is attached to the receiving portion 72 by being inserted into the receiving space 80 through the opening. The cylindrical member 24 is formed of, for example, a vinyl chloride (PVC) pipe, and a jacket 82 is mounted in advance so as to cover the outer periphery thereof, and such a cylindrical member 24 is advantageously used.

次いで、図8〜図12を参照して、後端側治具27について説明すると、図示の後端側治具27は、筒状部材24の後端側に装着される押込み体84と、この押込み体84を押圧するためのグリップ体86とを備え、上述の先端側治具25とこの後端側治具27とがワイヤ部材88を介して解除自在に接続されるように構成されている。押込み体84は、筒状部材24に装着される内側部材90と、この内側部材90の外側に配設される外側部材92とから構成されている。内側部材90は円形状に形成され、筒状部材24の外径よりも幾分大きい外径を有する。この内側部材90の片面(筒状部材24側の面であって、図8及び図9において左面、図10(b)において右面)には、周方向に間隔をおいて複数(図示の例では、4個)の保持突部94が設けられており、図8に示すように、これら保持突部94は筒状部材24の内側に挿入され、筒状部材24を位置決め保持する。この内側部材90には、外周縁からその中心を幾分超えて延びる第1受け溝96が設けられ、内側部材90を後述する如く横側から装着するときに、ワイヤ部材88がこの第1受け溝96に受け入れられる。尚、複数のピン状の保持突部94に代えて、リング状の保持突部を設けるようにしてもよい。   Next, the rear end side jig 27 will be described with reference to FIGS. 8 to 12. The illustrated rear end side jig 27 includes a pusher 84 attached to the rear end side of the tubular member 24, And a grip body 86 for pressing the push-in body 84, and the above-described front end side jig 25 and the rear end side jig 27 are configured to be releasably connected via a wire member 88. . The pushing body 84 includes an inner member 90 that is attached to the tubular member 24 and an outer member 92 that is disposed outside the inner member 90. The inner member 90 is formed in a circular shape and has an outer diameter that is somewhat larger than the outer diameter of the tubular member 24. On one side of this inner member 90 (the surface on the cylindrical member 24 side, the left side in FIGS. 8 and 9 and the right side in FIG. 10B), a plurality (in the example shown in the figure) are spaced apart in the circumferential direction. Four holding projections 94 are provided, and as shown in FIG. 8, these holding projections 94 are inserted inside the cylindrical member 24 to position and hold the cylindrical member 24. The inner member 90 is provided with a first receiving groove 96 extending slightly beyond its center from the outer peripheral edge. When the inner member 90 is mounted from the side as will be described later, the wire member 88 is provided with the first receiving groove 96. It is received in the groove 96. Instead of the plurality of pin-shaped holding protrusions 94, ring-shaped holding protrusions may be provided.

また、外側部材92は内側部材90と同じ大きさの円形状であり、その片面(内側部材90側の面であって、図8及び図9において左面、図11(b)において右面)には、径方向に間隔をおいて一対の突起98が設けられているとともに、一対の突起98と対向する部位(180度の位置関係の部位)に、外周縁からその中心部を幾分超えて延びる第2受け溝100が設けられている。押込み体84を横側から筒状部材24に装着するときには、一対の突起98は内側部材90の第1受け溝96に挿入され、かく挿入することによって、外側部材92と内側部材90との相対的回転が防止され、またワイヤ部材88が外側部材92の第2受け溝100に受け入れられ、かく装着した状態においては、内側部材90の第1受け溝96と外側部材92の第2受け溝100とが異なる角度位置(この形態では、180度ずれた角度位置)に位置し、このような位置関係にすることによって、第1及び第2受け溝96,100を設けたことによる強度低下を小さく抑えることができる。尚、一対の突起98に代えて、径方向に延びる突起を設けるようにしてもよい。   Further, the outer member 92 has a circular shape with the same size as the inner member 90, and on one side thereof (the surface on the inner member 90 side, the left side in FIGS. 8 and 9 and the right side in FIG. 11B). A pair of protrusions 98 are provided at intervals in the radial direction, and extend from the outer peripheral edge somewhat beyond the center to a part facing the pair of protrusions 98 (a part having a positional relationship of 180 degrees). A second receiving groove 100 is provided. When the pusher 84 is mounted on the cylindrical member 24 from the side, the pair of protrusions 98 are inserted into the first receiving grooves 96 of the inner member 90, so that the outer member 92 and the inner member 90 are relative to each other. Rotation is prevented, and the wire member 88 is received in the second receiving groove 100 of the outer member 92, and in the mounted state, the first receiving groove 96 of the inner member 90 and the second receiving groove 100 of the outer member 92. Is located at a different angular position (in this embodiment, an angular position shifted by 180 degrees), and by such a positional relationship, a decrease in strength due to the provision of the first and second receiving grooves 96, 100 is reduced. Can be suppressed. In place of the pair of protrusions 98, protrusions extending in the radial direction may be provided.

押込み体84の内側部材90と筒状部材24との間には、緩衝部材102を介在させるのが好ましい。緩衝部材102は、例えば硬質ゴムから形成され、内側部材90の各保持突部94に対応し挿通孔104が設けられているとともに、第1受け溝96に対応して第3受け溝106が設けられている。この緩衝部材102は、各保持突部94を挿通孔104に挿通することにより内側部材90の片面に装着され、かく装着した状態においては、緩衝部材102の第3受け溝106と内側部材90の第1受け溝96とが整合し、第1及び第3受け溝96,102を通してのワイヤ部材88の受入れが許容される。   It is preferable that the buffer member 102 is interposed between the inner member 90 of the pusher 84 and the cylindrical member 24. The buffer member 102 is made of, for example, hard rubber. The buffer member 102 is provided with an insertion hole 104 corresponding to each holding projection 94 of the inner member 90 and a third receiving groove 106 corresponding to the first receiving groove 96. It has been. The buffer member 102 is attached to one side of the inner member 90 by inserting each holding projection 94 into the insertion hole 104. In this state, the third receiving groove 106 of the buffer member 102 and the inner member 90 The first receiving groove 96 is aligned, and the wire member 88 is allowed to be received through the first and third receiving grooves 96 and 102.

次に、グリップ体86について説明すると、図示のグリップ体86は、外側部材92の他面(内側部材90側とは反対側の面であって、図8及び図9において右面)に当接する当接部材108と、ワイヤ部材88をグリップするためのグリップ部材110を構成する複数(図示の具体例では、3つ)の割り部材112から構成されている。当接部材108には円錐状の貫通孔114が設けられ、複数の割り部材112は、ワイヤ部材88を周方向に覆うように円錐状に組み合わせて当接部材108の貫通孔114に挿入され、かく挿入した状態にて、ワイヤ部材88を後述する引込み方向に引っ張ると、複数の割り部材112が当接部材108に対して相対的に挿入方向に食い込むように移動してワイヤ部材88を周方向からグリップするように作用し、またワイヤ部材88を後述する引込み方向と反対方向に戻すと、複数の割り部材112が当接部材108に対して相対的に離脱方向に移動し、これによってワイヤ部材88のグリップ状態が解除される。   Next, the grip body 86 will be described. The illustrated grip body 86 is in contact with the other surface of the outer member 92 (the surface opposite to the inner member 90 side and the right surface in FIGS. 8 and 9). The contact member 108 and a plurality of (three in the illustrated example) split members 112 constituting the grip member 110 for gripping the wire member 88 are configured. The contact member 108 is provided with a conical through hole 114, and the plurality of split members 112 are inserted into the through hole 114 of the contact member 108 in a conical shape so as to cover the wire member 88 in the circumferential direction. In this state, when the wire member 88 is pulled in the pull-in direction, which will be described later, the plurality of split members 112 move so as to bite in the insertion direction relative to the abutting member 108 to move the wire member 88 in the circumferential direction. When the wire member 88 is returned to the direction opposite to the retracting direction, which will be described later, the plurality of split members 112 are moved relative to the abutting member 108 in the disengagement direction. The grip state 88 is released.

ワイヤ部材88は、例えばPC鋼より線から構成され、その一端部は先端側治具25に取り付けられる。この形態では、先端側治具25の受け部72の底部114には挿通孔116が設けられ、ワイヤ部材88の一端部はこの挿通孔116を通して外部に導出され、かく導出された端部にグリップ金具118が圧着され、このグリップ金具118を係止するように止め金具120が受け部72の底部114に取り付けられる。このワイヤ部材88は筒状部材24内を通してその後端側に延び、筒状部材24の後端側においては、グリップ体86がワイヤ部材88に解除自在にグリップし、先端側治具25に伝達された引込み力は、ワイヤ部材88及びグリップ体96を介して押込み体84に伝達され、この押込み体84からの押込み力によって、筒状部材24は後端側からの押込み作用によって押込み挿入される。尚、先端側治具25の連結部70には、グリップ金具118及び止め金具120の装着を許容するための開口122が設けられる。   The wire member 88 is composed of, for example, a PC steel wire, and one end thereof is attached to the distal end side jig 25. In this embodiment, an insertion hole 116 is provided in the bottom 114 of the receiving portion 72 of the distal end side jig 25, and one end portion of the wire member 88 is led out to the outside through the insertion hole 116, and the end portion thus led is gripped. The metal fitting 118 is crimped, and the metal fitting 120 is attached to the bottom 114 of the receiving portion 72 so as to lock the grip metal fitting 118. The wire member 88 extends to the rear end side through the tubular member 24. At the rear end side of the tubular member 24, the grip body 86 is releasably gripped by the wire member 88 and transmitted to the distal end side jig 25. The pull-in force is transmitted to the push-in body 84 via the wire member 88 and the grip body 96, and the tubular member 24 is pushed and inserted by the push-in action from the rear end side by the push-in force from the push-in body 84. In addition, an opening 122 for allowing the grip metal fitting 118 and the fitting 120 to be attached is provided in the connecting portion 70 of the distal end side jig 25.

次に、図13〜図15を参照して、筒状部材24を引き込む際の筒状部材24の継足し作業について説明する。筒状部材24を引き込む際には、ワイヤ部材88の一端部(先端部)を先端側治具25に上述した如くして装着し、かく装着したワイヤ部材88の他端側を埋設すべき複数の筒状部材24及びグリップ体86の当接部材108を通して延ばし、一つ目の筒状部材24の後端側の外側にグリップ体86の当接部材108を位置付けるとともに、この筒状部材24と当接部材108との間に押込み体84を装着し、更に当接部材108の挿通孔104に割り部材112を挿入する。そして、かかる状態にて、ロッド駆動手段14を駆動させ、ロッド部材6を回転させながら引き込み、このようにしてリーマ体20により拡径掘削が行われる(拡径掘削作業)とともに、筒状部材24が拡径掘削された掘削孔48に挿入される(引込み作業)。   Next, with reference to FIGS. 13 to 15, the operation of adding the tubular member 24 when the tubular member 24 is retracted will be described. When retracting the tubular member 24, one end portion (tip portion) of the wire member 88 is attached to the tip side jig 25 as described above, and the other end side of the wire member 88 thus attached is to be embedded. The cylindrical member 24 and the contact member 108 of the grip body 86 are extended, and the contact member 108 of the grip body 86 is positioned outside the rear end side of the first cylindrical member 24. The pushing body 84 is mounted between the contact member 108 and the split member 112 is inserted into the insertion hole 104 of the contact member 108. Then, in this state, the rod driving means 14 is driven and the rod member 6 is rotated while being drawn, and thus the reamer body 20 performs the diameter expansion excavation (diameter expansion excavation work) and the cylindrical member 24. Is inserted into the excavation hole 48 that has been subjected to the diameter expansion excavation (retraction operation).

このようにして筒状部材24を挿入した後に次の筒状部材24を挿入するときには、まず、ロッド駆動手段14を引込み時とは反対方向に駆動し、ロッド部材6を引込み方向とは反対方向に戻し移動させる。かくすると、図13に示すように、ロッド部材6からの戻し方向の力が、リーマ体20、連結機構22及び先端側治具25を介してワイヤ部材88に伝達され、このワイヤ部材88を介してグリップ体86が戻し方向に移動され、このようにして押込み体84による押圧状態を解除する。そして、グリップ体86を当接部材108に対して相対的に移動させ、複数の割り部材112によるグリップ状態を開放してグリップ状態を解除する(尚、当接部材108と割り部材112との係合状態が弱いときには、ワイヤ部材88を戻し方向に移動させることによって、複数のグリップ体86によるグリップ状態が開放される)。   When the next cylindrical member 24 is inserted after the cylindrical member 24 is inserted in this way, first, the rod driving means 14 is driven in the opposite direction to the retracting direction, and the rod member 6 is opposite to the retracting direction. Move back to. Then, as shown in FIG. 13, the force in the return direction from the rod member 6 is transmitted to the wire member 88 via the reamer body 20, the coupling mechanism 22, and the distal end side jig 25. Thus, the grip body 86 is moved in the returning direction, and thus the pressing state by the pressing body 84 is released. Then, the grip body 86 is moved relative to the contact member 108 to release the grip state by the plurality of split members 112 and release the grip state (Note that the relationship between the contact member 108 and the split member 112 is released). When the combined state is weak, the grip state by the plurality of grip bodies 86 is released by moving the wire member 88 in the returning direction).

次いで、図14に示すように、グリップ体86の当接部材108から複数の割り部材112を取り外し、この取り外した状態にて当接部材108をワイヤ部材88に沿って後端側に移動させる。そして、外側部材92を矢印124で示す戻し方向に幾分移動させて一対の突起98を内側部材94の第1受け溝96から外し、このように外した状態にて径方向外側に移動させて外側部材92の第2受け溝100をワイヤ部材88から外す。更に、内側部材90(この内側部材90には緩衝部材102が装着された状態になっている)を外側部材92と同様にして矢印124で示す戻し方向に幾分移動させて複数の保持突部94を筒状部材24の後端部から外し、このように外した状態にて径方向外側に移動させて内側部材90の第1受け溝96及び緩衝部材102の第3受け溝106をワイヤ部材88から外す。   Next, as shown in FIG. 14, the plurality of split members 112 are removed from the contact member 108 of the grip body 86, and the contact member 108 is moved to the rear end side along the wire member 88 in this removed state. Then, the outer member 92 is moved somewhat in the return direction indicated by the arrow 124 to remove the pair of protrusions 98 from the first receiving groove 96 of the inner member 94, and in such a removed state, the outer member 92 is moved radially outward. The second receiving groove 100 of the outer member 92 is removed from the wire member 88. Further, the inner member 90 (the buffer member 102 is attached to the inner member 90) is moved somewhat in the return direction indicated by the arrow 124 in the same manner as the outer member 92, so that a plurality of holding protrusions are provided. 94 is removed from the rear end portion of the tubular member 24, and in this removed state, the first receiving groove 96 of the inner member 90 and the third receiving groove 106 of the buffer member 102 are moved to the outside in the radial direction. Remove from 88.

その後、図15に示すように、拡径掘削された掘削孔48挿入した筒状部材24の後端側に次に埋設する筒状部材24を位置付け、かかる筒状部材24の後端側にグリップ体86の当接部材108を位置付ける。そして、取外し時は反対に、筒状部材24と当接部材108との間隙を利用し、内側部材90及び緩衝部材102を外側から径方向に移動させて内側部材90の第1受け溝96及び緩衝部材102の第3受け溝106にワイヤ部材88を受け入れ、かかる状態にて、内側部材90の保持突部94を次に埋設する筒状部材24の後端部に挿入する。更に、外側部材92を外側から径方向に移動させて外側部材92の第2受け溝100内にワイヤ部材88を受け入れ、かかる状態にて、外側部材92の一対の突起98を内側部材90の第1受け溝96内に挿入する。   Thereafter, as shown in FIG. 15, the cylindrical member 24 to be embedded next is positioned on the rear end side of the cylindrical member 24 inserted into the drilled hole 48, which has been expanded in diameter, and gripped on the rear end side of the cylindrical member 24. The abutting member 108 of the body 86 is positioned. On the contrary, when removing, the inner member 90 and the buffer member 102 are moved in the radial direction from the outside by utilizing the gap between the cylindrical member 24 and the contact member 108, and the first receiving groove 96 of the inner member 90 and The wire member 88 is received in the third receiving groove 106 of the buffer member 102, and in this state, the holding projection 94 of the inner member 90 is inserted into the rear end portion of the cylindrical member 24 to be embedded next. Further, the outer member 92 is moved in the radial direction from the outer side to receive the wire member 88 in the second receiving groove 100 of the outer member 92, and in this state, the pair of protrusions 98 of the outer member 92 are inserted into the first member 90 of the inner member 90. 1 Insert into the receiving groove 96.

その後、グリップ体86の当接部材108を外側部材92の外面に当接し、更に、この当接部材108の挿通孔104に割れ部材112を挿入し、このようにして、図8に示すような取り外し前の状態に組み付けることができ、筒状部材24の継足し作業を容易に且つ簡単に行うことができる。かく組み付けた状態にてロッド部材6を引き込むと、ロッドからの引込み力は、上述したと同様に、先端側治具25及びワイヤ部材88を介して後端側治具27に伝達され、この後端側治具27による押込み作用によって継ぎ足した筒状部材24を拡径された掘削孔48に所要の通りに挿入することができる。   Thereafter, the abutting member 108 of the grip body 86 is abutted against the outer surface of the outer member 92, and the cracking member 112 is further inserted into the insertion hole 104 of the abutting member 108. Thus, as shown in FIG. It can be assembled in the state before removal, and the work of adding the tubular member 24 can be performed easily and easily. When the rod member 6 is pulled in the assembled state, the pulling force from the rod is transmitted to the rear end side jig 27 via the front end side jig 25 and the wire member 88 as described above. The tubular member 24 added by the pushing action by the end-side jig 27 can be inserted into the expanded excavation hole 48 as required.

以上、本発明に従う非開削掘削装置の一実施形態について説明したが、本発明はかかる実施形態に限定されず、本発明の範囲を逸脱することなく種々の変形乃至修正が可能である。   As mentioned above, although one Embodiment of the non-cutting excavation apparatus according to this invention was described, this invention is not limited to this Embodiment, A various deformation | transformation thru | or correction | amendment are possible, without deviating from the scope of the present invention.

例えば、ワイヤ部材88を引き戻したときに、押込み体84とグリップ体86との間に存在する隙間が小さいときには、図16に示すように、押込み体84の外側部材92とグリップ体86の当接部材108との間に補助部材132を介在させるようにするのが好ましい。この補助部材132にも、径方向外周縁から中心を幾分超えて延びる第4受け溝134が設けられ、かかる第4受け溝134にワイヤ部材88が受け入れられ、外側から径方向に着脱自在に取り付けられる。   For example, when the wire member 88 is pulled back and the gap existing between the pushing body 84 and the grip body 86 is small, the contact between the outer member 92 of the pushing body 84 and the grip body 86 as shown in FIG. The auxiliary member 132 is preferably interposed between the member 108 and the member 108. The auxiliary member 132 is also provided with a fourth receiving groove 134 extending slightly beyond the center from the outer peripheral edge in the radial direction, and the wire member 88 is received in the fourth receiving groove 134 so as to be detachable in the radial direction from the outside. It is attached.

また、筒状部材24の継足し作業時にグリップ体86の当接部材108が挿入埋設した筒状部材24内に落下するおそれがあり、このような落下を防止するために、図17に示すように、押込み体84の外側部材92とグリップ体86の当接部材108との間に落下防止部材142を介在させるのが好ましい。この落下防止部材142はプレート状部材から構成され、その中央部にワイヤ部材88が挿通される開口144が設けられる。このような落下防止部材142を設けることによって、押込み体84(内側部材90及び外側部材92)を取り外したときに、かかる落下防止部材142が筒状部材24の後端側の開口を塞ぐようになり、かくして、当接部材108が落下防止部材142に当接し、この当接部材108の筒状部材24内への落下が確実に防止される。尚、この落下防止部材142に取付突部146を設け、この取付突部146に落下防止用部材としてのワイヤ状部材148を取り付けるようにしてもよく、このようにワイヤ状部材148を取り付けることによって、落下防止部材142及び当接部材108をワイヤ部材88に沿って容易に移動させることができる。   Further, there is a possibility that the abutting member 108 of the grip body 86 may fall into the inserted and embedded cylindrical member 24 during the extension work of the cylindrical member 24, and in order to prevent such a drop, as shown in FIG. Further, it is preferable that a fall prevention member 142 is interposed between the outer member 92 of the pusher 84 and the contact member 108 of the grip body 86. The fall prevention member 142 is composed of a plate-like member, and an opening 144 through which the wire member 88 is inserted is provided at the center thereof. By providing such a fall prevention member 142, when the pusher 84 (the inner member 90 and the outer member 92) is removed, the fall prevention member 142 closes the opening on the rear end side of the tubular member 24. Thus, the contact member 108 contacts the fall prevention member 142, and the fall of the contact member 108 into the cylindrical member 24 is reliably prevented. The drop prevention member 142 may be provided with a mounting protrusion 146, and a wire-like member 148 as a drop-preventing member may be attached to the attachment protrusion 146. By attaching the wire-like member 148 in this way, The fall prevention member 142 and the contact member 108 can be easily moved along the wire member 88.

尚、落下防止部材142を設けることに代えて、当接部材108に直接的に落下防止用部材としてのワイヤ状部材を取り付けるようにしてもよく、このように構成した場合、仮に当接部材108が筒状部材24内に落下したとしても、このワイヤ状部材を引っ張ることによって当接部材を容易に拾い上げることができる。   Instead of providing the fall prevention member 142, a wire-like member as a fall prevention member may be directly attached to the contact member 108. In such a configuration, the contact member 108 is temporarily provided. Even if it falls into the cylindrical member 24, the contact member can be easily picked up by pulling the wire-like member.

一実施形態の非開削掘削埋設装置による掘削作業を説明するための簡略図。The simplification figure for demonstrating the excavation operation | work by the non-open cutting excavation embedding apparatus of one Embodiment. 図1の非開削掘削埋設装置による拡径掘削作業を説明するための簡略図。The simplification figure for demonstrating the diameter expansion excavation work by the non-open cutting excavation embedding apparatus of FIG. 図1の非開削掘削埋設装置による掘削作業を説明するための簡略図。The simplified diagram for demonstrating the excavation operation | work by the non-open cutting excavation embedding apparatus of FIG. 図1の非開削掘削埋設装置による掘削作業が終了した状態を示す簡略図。FIG. 2 is a simplified diagram showing a state where excavation work by the non-open excavation excavation burying apparatus of FIG. 1 is completed. 図2の非開削掘削埋設装置による拡径掘削作業(及び引込み作業)を説明するための簡略図。The simplified diagram for demonstrating the diameter expansion excavation work (and drawing-in work) by the non-open excavation excavation embedding apparatus of FIG. 図1の非開削掘削埋設装置のリーマ体及びそれに関連する構成を示す断面図。Sectional drawing which shows the reamer body of the non-cutting excavation embedding apparatus of FIG. 1, and a structure relevant to it. 図1の非開削掘削埋設装置における先端側治具を示す断面図。Sectional drawing which shows the front end side jig | tool in the non-cutting excavation embedding apparatus of FIG. 図1の非開削掘削埋設装置における後端側治具を一部断面で示す断面図。Sectional drawing which shows the rear end side jig | tool in the non-cutting excavation embedding apparatus of FIG. 1 in a partial cross section. 図8の後端側治具を分解して示す斜視図。The perspective view which decomposes | disassembles and shows the rear end side jig | tool of FIG. 図10(a)及び(b)は、図8の後端側治具の内側部材を示す正面図及び側面図。10A and 10B are a front view and a side view showing an inner member of the rear end side jig of FIG. 図11(a)及び(b)は、図8の後端側治具の外側部材を示す正面図及び側面図。11A and 11B are a front view and a side view showing an outer member of the rear end side jig of FIG. 図12(a)及び(b)は、図8の後端側治具の緩衝部材を示す正面図及び側面図。FIGS. 12A and 12B are a front view and a side view showing a buffer member of the rear end side jig of FIG. 筒状部材の継足し作業においてワイヤ部材を戻したときの状態を示す断面図。Sectional drawing which shows a state when a wire member is returned in the addition work of a cylindrical member. 筒状部材の継足し作業において押込み体を外した状態を示す断面図。Sectional drawing which shows the state which removed the pushing body in the extension work of a cylindrical member. 筒状部材の継足し作業において筒状部材を継ぎ足した状態を示す断面図。Sectional drawing which shows the state which added the cylindrical member in the addition operation | work of a cylindrical member. 後端側治具の第1の変形形態を示す分解斜視図。The disassembled perspective view which shows the 1st modification of a rear end side jig | tool. 後端側治具の第2の変形形態を示す分解斜視図。The disassembled perspective view which shows the 2nd modification of a rear end side jig | tool.

符号の説明Explanation of symbols

2 非開削掘削埋設装置
4 ドリルヘッド
6 ロッド部材
14 ロッド駆動手段
16 掘削液供給手段
20 リーマ体
22 連結機構
24 筒状部材
25 先端側治具
27 後端側治具
30 建造物
70 連結部
72 受け部
84 押込み体
86 グリップ体
88 ワイヤ部材
90 内側部材
92 外側部材
108 当接部材
110 グリップ部材
DESCRIPTION OF SYMBOLS 2 Non-open cutting excavation embedding apparatus 4 Drill head 6 Rod member 14 Rod drive means 16 Drilling fluid supply means 20 Reamer body 22 Connection mechanism 24 Cylindrical member 25 Front end side jig 27 Rear end side jig 30 Building 70 Connection part 72 Receiving Portion 84 Pushing body 86 Grip body 88 Wire member 90 Inner member 92 Outer member 108 Abutting member 110 Grip member

Claims (4)

先端に向けて縮径するリーマ体と、前記リーマ体の先端部に接続されるロッド部材と、前記ロッド部材を引き込むためのロッド駆動手段と、前記ロッド駆動手段によって引き込まれる筒状部材と、前記筒状部材の先端側に装着され、前記リーマ体の基部に連結機構を介して連結される先端側治具と、前記筒状部材の後端側に装着される後端側治具と、前記筒状部材内を通して前記先端側治具と前記後端側治具とを解除自在に接続するワイヤ部材と、を具備する非開削掘削埋設装置であって、
前記後端側治具は、前記筒状部材に装着される押込み体と、前記ワイヤ部材をグリップして前記押込み体を押圧するためのグリップ体とを備え、前記押込み体には、前記ワイヤ部材を横側から受け入れるための受け溝が設けられ、前記グリップ体は、前記ワイヤ部材を引込み方向に引っ張ったときには前記ワイヤ部材をグリップし、前記ワイヤ部材を前記引込み方向と反対方向に戻したときには前記ワイヤ部材のグリップ状態を解除可能とすることを特徴とする非開削掘削埋設装置。
A reamer body having a diameter reduced toward the tip, a rod member connected to the tip of the reamer body, a rod driving means for drawing the rod member, a tubular member drawn by the rod driving means, A front end side jig mounted on the front end side of the cylindrical member and connected to the base of the reamer body via a connecting mechanism; a rear end side jig mounted on the rear end side of the cylindrical member; A wire member that releasably connects the front end side jig and the rear end side jig through the inside of a cylindrical member,
The rear end side jig includes a pressing body attached to the cylindrical member, and a grip body for gripping the wire member and pressing the pressing body, and the pressing body includes the wire member. The grip body is configured to grip the wire member when the wire member is pulled in the retracting direction and to return the wire member to the direction opposite to the retracting direction. A non-cut excavation and embedding device characterized in that a grip state of a wire member can be released.
前記押込み体は、前記グリップ体が当接する外側部材と、前記外側部材の内側に配設された内側部材とを備え、前記内側部材には、前記筒状部材を位置決め保持するための保持突部が設けられているとともに、前記ワイヤ部材を受け入れるための第1受け溝が設けられ、前記外側部材には前記ワイヤ部材を受け入れるための第2受け溝が設けられているとともに、前記内側部材の前記第1受け溝に挿入される突起が設けられていることを特徴とする請求項1に記載の非開削掘削埋設装置。   The pushing body includes an outer member with which the grip body abuts and an inner member disposed inside the outer member, and the inner member has a holding projection for positioning and holding the cylindrical member. And a first receiving groove for receiving the wire member, a second receiving groove for receiving the wire member is provided on the outer member, and the inner member has the second receiving groove. The uncut excavation and embedding device according to claim 1, wherein a protrusion to be inserted into the first receiving groove is provided. 前記押込み体と前記グリップ体の前記当接部材との間には、前記当接部材が前記筒状部材内に落下するのを防止するための落下防止部材が介在され、前記押込み体を取り外したときには、前記落下防止部材が前記筒状部材の開口を塞いで前記当接部材の落下を防止することを特徴とする請求項1又は2に記載の非開削掘削埋設装置。   A fall prevention member for preventing the abutment member from falling into the cylindrical member is interposed between the pusher and the abutment member of the grip body, and the pusher is removed. 3. The non-cutting excavation and embedment apparatus according to claim 1 or 2, wherein the fall prevention member blocks an opening of the cylindrical member to prevent the contact member from dropping. 前記グリップ体は、円錐状の貫通孔が設けられた当接部材と、前記当接部材の前記貫通孔に挿入されて円錐状のグリップ体を構成する複数の割り部材とから構成され、前記当接部材には、前記筒状部材内に落下するのを防止するための落下防止用部材が取り付けられていることを特徴とする請求項1〜3のいずれかに記載の非開削掘削埋設装置。   The grip body includes a contact member provided with a conical through hole, and a plurality of split members that are inserted into the through hole of the contact member to form a conical grip body. The non-cutting excavation embedding device according to any one of claims 1 to 3, wherein a drop preventing member for preventing the contact member from falling into the cylindrical member is attached.
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CN112878913A (en) * 2021-01-29 2021-06-01 中煤科工集团西安研究院有限公司 Underground coal mine buried wire rotary guide drilling tool combination and industrial control method

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JPS63147088A (en) * 1986-12-08 1988-06-20 日本基礎技術株式会社 Method of underground propulsion construction of buried pipe
JPH0493496A (en) * 1990-08-08 1992-03-26 Morigumi:Kk Propulsion burying method for pipe and device thereof
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Publication number Priority date Publication date Assignee Title
CN112878913A (en) * 2021-01-29 2021-06-01 中煤科工集团西安研究院有限公司 Underground coal mine buried wire rotary guide drilling tool combination and industrial control method
WO2022161055A1 (en) * 2021-01-29 2022-08-04 中煤科工集团西安研究院有限公司 Coal mine underground wire-buried rotary guide drilling tool combination and industrial control method

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