JP2008150915A - Chemical injector - Google Patents

Chemical injector Download PDF

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JP2008150915A
JP2008150915A JP2006342125A JP2006342125A JP2008150915A JP 2008150915 A JP2008150915 A JP 2008150915A JP 2006342125 A JP2006342125 A JP 2006342125A JP 2006342125 A JP2006342125 A JP 2006342125A JP 2008150915 A JP2008150915 A JP 2008150915A
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propulsion
drug injection
drug
pipe
tube
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JP4751311B2 (en
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Shigenobu Hamanaka
重信 濱中
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KINKI KAIHATSU KK
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KINKI KAIHATSU KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a chemical injector for easily improving the ground, when jacking a pipe in the soft ground by a double tube drilling advancing method. <P>SOLUTION: This chemical injector is provided with an installation base 11 arranged in a shaft 30, a slider device 12 slidingly mounted on the installation base and advancing/retreating by a jack, a stand base 21 detachably fixed to the installation base, a slide guide 24 arranged on the stand base and extending in the slide direction of the slider device, chuck devices 25 and 26 slidingly supported by the slide guide, gripping a chemical injection pipe 27, advanced by the slider device and horizontally pushing the chemical injection pipe in earth, and a chemical introducing part 28 introducing a chemical into the chemical injection pipe. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は薬剤注入装置に関し、特に二重管削進方式によって管を推進するにあたり軟弱地盤に凝固剤を円滑に注入できるようにした装置に関する。   The present invention relates to a drug injection device, and more particularly to a device that can smoothly inject a coagulant into a soft ground when propelling a pipe by a double pipe cutting method.

最近、地中に上下水道管などの管を敷設する場合、管を推進させて地中に敷設する管推進工法が採用されることが多くなった。この管推進工法には種々の方式があるが、小口径の管を敷設する場合には二重管削進方式がよく採用されている(特許文献1、特許文献2)。   Recently, when pipes such as water and sewage pipes are laid in the ground, a pipe propulsion method in which the pipe is pushed and laid in the ground has been increasingly adopted. There are various methods for this pipe propulsion method, and when laying a small-diameter pipe, a double pipe cutting method is often employed (Patent Documents 1 and 2).

二重管削進方式の管推進装置は基本的にはスライドベース、推進機本体、推進ジャッキ、ケーシングロッド(内管)及び推進管(鋼管)から構成され、スライドベースには推進機本体がスライド自在に搭載されるとともに推進ジャッキが設けられ、推進ジャッキによって推進機本体が前進されるようになっている。   The double-pipe cutting type pipe propulsion device basically consists of a slide base, propulsion unit body, propulsion jack, casing rod (inner pipe) and propulsion pipe (steel pipe). The propulsion unit body slides on the slide base. The propulsion jack is provided and a propulsion jack is provided, and the propulsion device main body is advanced by the propulsion jack.

また、推進機本体の押金には推進管の基部が嵌め込まれ、推進管内にはケーシングロッドが回転自在に組込まれ、ケーシングロッドの基部を推進機本体のスピンドルロッドに取付け、スピンドルロッドを駆動モータで駆動してケーシングロッドを回転させ、ケーシングロッド先端の切削ビットによって前方を掘削し、掘削土砂をケーシングロッド内に取込み、後方に排土するようになっている。   In addition, the base of the propulsion pipe is fitted into the pusher of the propulsion unit, and a casing rod is rotatably incorporated in the propulsion pipe. The base of the casing rod is attached to the spindle rod of the propulsion unit, and the spindle rod is driven by a drive motor. It is driven to rotate the casing rod, excavating the front by a cutting bit at the tip of the casing rod, taking the excavated earth and sand into the casing rod, and discharging it to the rear.

推進管の推進が完了すると、ケーシングロッドを抜き取り、塩化ビニル管等を推進管内にセットし、推進管と塩化ビニル管等との間に充填剤等の中込め作業を行ない、2重構造の管を敷設することができる。   When propulsion of the propulsion pipe is completed, the casing rod is pulled out, a vinyl chloride pipe, etc. is set in the propulsion pipe, and a filling work is inserted between the propulsion pipe and the vinyl chloride pipe, etc. Can be laid.

上述の二重管削進方式は普通土から、玉石、転石混り土、岩盤まで、適用できる土質の範囲が広く、既設マンホールや既設シールドトンネル等へ直接到達させることができ、2重管構造であるので漏水が少ないなどの特徴を有する。   The above-mentioned double-pipe cutting method has a wide range of applicable soil types, from ordinary soil to cobblestones, mixed rocks, and bedrock, and can directly reach existing manholes and existing shield tunnels. Therefore, it has characteristics such as less water leakage.

しかし、砂地等、軟弱地盤において管の推進作業を行う場合、推進管廻りの土砂が大きく崩れてケーシングロッド内に取込まれてしまい、道路の陥没等が懸念される。   However, when the pipe is propelled in soft ground such as sand, the earth and sand around the propulsion pipe is greatly collapsed and taken into the casing rod, and there is a concern that the road will collapse.

これに対し、軟弱地盤に凝固剤を注入して地盤を改良することが行われている(特許文献3、特許文献4)。   On the other hand, improving the ground by injecting a coagulant into the soft ground is performed (Patent Document 3 and Patent Document 4).

特開2006−219920号公報JP 2006-219920 A 特開2003−239685号公報JP 2003-239865 A 特許第3124065号公報Japanese Patent No. 3124065 特公昭57−30959号公報Japanese Patent Publication No.57-30959

しかし、従来の二重管削進方式の管推進装置では凝固剤などの薬剤を地盤に注入するのに適した装置がなく、地盤改良が非常に煩わしいという問題があった。   However, the conventional double-pipe cutting-type tube propulsion device has a problem that there is no device suitable for injecting a chemical such as a coagulant into the ground, and the ground improvement is very troublesome.

本発明はかかる点に鑑み、二重管削進方式によって軟弱地盤に管を推進するにあたり、容易に地盤改良を行えるようにした薬剤注入装置を提供することを課題とする。   In view of this point, an object of the present invention is to provide a drug injection device that can easily improve the ground when the tube is propelled to the soft ground by the double tube cutting method.

そこで、本発明に係る薬剤注入装置は、地盤に水平に薬剤を注入するようにした薬剤注入装置であって、地盤に薬剤を注入するための薬剤注入管と、立坑内に設置される設置ベースと、該設置ベース上にスライド自在に搭載され、ジャッキによって前進・後退するスライダー装置と、上記設置ベースのスライダー装置前方に着脱可能に固定される架台ベースと、該架台ベース上に設けられ、上記スライダー装置のスライド方向に延びるスライドガイドと、該スライドガイドにスライド自在に支持され、水平に延びる上記薬剤注入管を把持し、上記スライダー装置によって前進されることによって上記薬剤注入管を土中に水平に押し込むチャック装置と、圧送されてきた薬剤を上記薬剤注入管内に導入する薬剤導入部と、を備えたことを特徴とする。   Therefore, a drug injection device according to the present invention is a drug injection device that injects a drug horizontally into the ground, and a drug injection tube for injecting the drug into the ground, and an installation base installed in the shaft A slider device that is slidably mounted on the installation base and is advanced / retracted by a jack, a gantry base that is detachably fixed to the front of the slider device of the installation base, and the gantry base provided on the gantry base, A slide guide extending in the sliding direction of the slider device, and the drug injection tube that is slidably supported by the slide guide and extends horizontally, and is advanced by the slider device, whereby the drug injection tube is horizontally placed in the soil. A chuck device that pushes into the medicine injection section, and a medicine introduction section that introduces the medicine fed under pressure into the medicine injection tube. That.

本発明の特徴の1つは立坑内に設置ベースを設置し、設置ベースにスライダー装置とチャック装置をスライド自在に搭載し、チャック装置によって薬剤注入管を把持し、スライダー装置によってチャック装置を前進させて薬剤注入管を地盤に押し込み、薬剤導入部から薬剤注入管に薬剤を導入し、地盤に薬剤を注入できるようにした点にある。これにより、地盤に水平に薬剤を注入できるので、地盤改良を容易に行うことができる。   One of the features of the present invention is that an installation base is installed in a shaft, a slider device and a chuck device are slidably mounted on the installation base, a drug injection tube is gripped by the chuck device, and the chuck device is advanced by the slider device. The drug injection tube is pushed into the ground, the drug is introduced from the drug introduction part into the drug injection tube, and the drug can be injected into the ground. Thereby, since a chemical | medical agent can be inject | poured into a ground horizontally, ground improvement can be performed easily.

薬剤注入装置の構造のうち、設置ベース及びスライダー装置は二重管削進方式の管推進装置におけるスライドベース及び推進機本体を利用して構成することができる。その場合には薬剤注入装置を立坑内に設置し、薬剤を注入した後、架台ベースとチャック装置を取外し、ケーシングロッド及び推進管をセットすることによって管の推進作業を行うことができる。   Among the structures of the drug injection device, the installation base and the slider device can be configured by using the slide base and the propulsion unit body in the double-pipe cutting type pipe propulsion device. In that case, after the chemical injection device is installed in the shaft and the chemical is injected, the gantry base and the chuck device are removed, and the casing rod and the propelling tube are set to perform the propulsion operation of the tube.

架台ベースは設置ベースに固定でき、しかもスライドガイドを設けることができれば特に形状は限定されず、下記の実施形態に示されるようにプレート状の架台ベースを採用することができる。   The base is not particularly limited as long as the base can be fixed to the installation base and the slide guide can be provided, and a plate-like base can be adopted as shown in the following embodiment.

スライドガイドはチャック装置をスライド自在に支持できればよく、チャック装置の車輪が嵌まり込む凹溝に形成してもよく、又チャック装置のガイドローラが摺接するガイドレールの方式とすることもできる。   The slide guide only needs to be able to slidably support the chuck device, may be formed in a concave groove into which a wheel of the chuck device is fitted, or may be a guide rail system in which a guide roller of the chuck device slides.

チャック装置は薬剤注入管を把持できればどのような機構でもよく、例えば複数のチャック爪を前進させて薬剤注入管を把持する一般的な機構を採用することができる。   The chuck device may be any mechanism as long as it can grip the drug injection tube. For example, a general mechanism that holds the drug injection tube by advancing a plurality of chuck claws can be employed.

薬剤導入部は圧送されてきた薬剤を薬剤注入管内に導入することができれば特に構造は限定されず、例えば下記の実施形態に示されるように、薬剤注入管の後端が嵌合する嵌合部と薬剤注入管内に薬剤を導入する導入部とから構成されることができる。この場合、チャック機構には薬剤注入管の途中を把持させる。   The structure is not particularly limited as long as the medicine introduction part can introduce the medicine that has been fed into the medicine injection pipe. For example, as shown in the following embodiment, the fitting part into which the rear end of the medicine injection pipe fits And an introduction part for introducing a drug into the drug injection tube. In this case, the chuck mechanism grips the middle of the drug injection tube.

二重管削進方式の管推進装置におけるスライドベース、推進機本体、推進ジャッキ及び推進管については従来公知の推進装置と同様である。   The slide base, the propulsion unit main body, the propulsion jack and the propulsion pipe in the double-pipe cutting type pipe propulsion device are the same as those of a conventionally known propulsion device.

以下、本発明を図面に示す具体例に基づいて詳細に説明する。図1ないし図4は本発明に係る薬剤注入装置の好ましい実施形態が搭載される二重管削進方式の管推進装置の1例を示す。管推進装置10ではスライドベース11上に推進機本体(スライダー装置)12が前後スライド自在に搭載され、該推進機本体12は推進ジャッキによってスライドベース(設置ベース)11上を前進され後退されるようになっている。   Hereinafter, the present invention will be described in detail based on specific examples shown in the drawings. 1 to 4 show an example of a double-pipe cutting type pipe propulsion device on which a preferred embodiment of a drug injection device according to the present invention is mounted. In the tube propulsion device 10, a propulsion device main body (slider device) 12 is slidably mounted on a slide base 11 so that the propulsion device main body 12 is advanced and retreated on the slide base (installation base) 11 by a propulsion jack. It has become.

また、推進機本体12には駆動モータ13が搭載されるとともに、スピンドルロッド(図示せず)が設けられ、該スピンドルロッドと駆動モータ13との間にはギア伝達機構が設けられ、又スピンドルロッドにはケーシングロッド14の基部が取付けられるようになっている。   The propulsion unit body 12 is provided with a drive motor 13 and a spindle rod (not shown). A gear transmission mechanism is provided between the spindle rod and the drive motor 13. The spindle rod The base part of the casing rod 14 is attached to.

さらに、推進機本体12には押金15が取付けられ、該押金15には推進管16の基部が嵌め込まれるようになっている。この推進管16内にはケーシングロッド14が回転自在に組込まれ、両者の間には周方向に延びるローラベアリング(図示せず)が介設されてケーシングロッド14の円滑な回転及び真直性を保証するようになっている。   Further, a pusher 15 is attached to the propulsion unit main body 12, and a base portion of the propulsion pipe 16 is fitted into the pusher 15. A casing rod 14 is rotatably incorporated in the propelling pipe 16, and a roller bearing (not shown) extending in the circumferential direction is interposed between the two so as to ensure smooth rotation and straightness of the casing rod 14. It is supposed to be.

ケーシングロッド14の先端には切削ビット17が取付けられ、該切削ビット17の先端面には複数の切削刃17Aが周方向に所定の等角度間隔をあけて取付けられている。   A cutting bit 17 is attached to the distal end of the casing rod 14, and a plurality of cutting blades 17 </ b> A are attached to the distal end surface of the cutting bit 17 at predetermined equal angular intervals in the circumferential direction.

以上のような構成の管推進装置10において、スライドベース11の両側部11Aの間にはベースプレート(架台ベース)21が搭載され、ベースプレート21はボルト22とブラケット23によってスライドベース11の両側部11Aに抱きつくようにして取外し可能に固定されている。   In the tube propulsion apparatus 10 having the above-described configuration, a base plate (mounting base) 21 is mounted between both side portions 11A of the slide base 11, and the base plate 21 is attached to both side portions 11A of the slide base 11 by bolts 22 and brackets 23. It is fixed so that it can be hugged and removed.

このベースプレート21上には左右のガイドレール(スライドガイド)24が前後方向に延びて固定され、ガイドレール24上には台車25がスライド自在に支持され、台車25上にはチャック機構26が搭載され、チャック機構26は駆動モータ26Aによって薬剤注入管27の途中を把持し解放し得るように構成され、台車25とチャック機構26とによってチャック装置が構成されている。   On the base plate 21, left and right guide rails (slide guides) 24 are extended and fixed in the front-rear direction. A carriage 25 is slidably supported on the guide rail 24, and a chuck mechanism 26 is mounted on the carriage 25. The chuck mechanism 26 is configured to be able to grip and release the middle of the drug injection tube 27 by the drive motor 26A, and the cart 25 and the chuck mechanism 26 constitute a chuck device.

台車25は推進機本体12の連結部12Aとロッド29によって連結され、推進ジャッキによって前進され後退されるようになっている。また、推進機本体12には薬剤導入パイプ(薬剤導入部)28が設けられ、薬剤導入パイプ28の先端には薬剤注入管27の後端を受ける受け部28Aが形成され、薬剤導入パイプ28は外部から圧送されてきた薬剤を薬剤注入管27に導入して前方の地盤に注入させるようになっており、以上のようにして薬剤注入装置20が構成されている。   The carriage 25 is connected by a connecting portion 12A of the propulsion device body 12 and a rod 29, and is advanced and retracted by a propulsion jack. Further, the propelling machine body 12 is provided with a drug introduction pipe (drug introduction part) 28, and a receiving part 28 </ b> A for receiving the rear end of the drug injection pipe 27 is formed at the tip of the drug introduction pipe 28. The medicine pumped from the outside is introduced into the medicine injection tube 27 and injected into the ground in front, and the medicine injection apparatus 20 is configured as described above.

推進管16を推進するにあたり、地盤、例えば軟弱地盤を改良する場合、管推進装置10のスライドベース11に薬剤注入装置20をセットする。即ち、スライドベース11上にチャック機構26及び台車25が搭載されたベースプレート21を搭載し、ボルト22とブラケット23とによってベースプレート21をスライドベース11の両側部11Aに固定する。   When propelling the propulsion tube 16, when improving the ground, for example, soft ground, the drug injection device 20 is set on the slide base 11 of the tube propulsion device 10. That is, the base plate 21 on which the chuck mechanism 26 and the carriage 25 are mounted is mounted on the slide base 11, and the base plate 21 is fixed to the both side portions 11 </ b> A of the slide base 11 by the bolts 22 and the brackets 23.

次に、この管推進装置10を立坑30内に降ろし、管を推進させるべき方向に向けて設置し、移動しないように固定する。その後、薬剤注入管27をチャック機構26に通し、薬剤注入管27の後端を薬剤導入パイプ28の受け部28Aに当接させ、駆動モータ26Aによってチャック機構26を作動させて薬剤注入管27を把持させる。   Next, this pipe propulsion apparatus 10 is lowered into the shaft 30, installed in the direction in which the pipe should be propelled, and fixed so as not to move. Thereafter, the drug injection tube 27 is passed through the chuck mechanism 26, the rear end of the drug injection tube 27 is brought into contact with the receiving portion 28A of the drug introduction pipe 28, and the chuck mechanism 26 is operated by the drive motor 26A so that the drug injection tube 27 is Hold it.

こうして準備ができると、推進ジャッキによって推進機本体12を前進させると、台車25が前進して薬剤注入管27を前方の地盤に押し込む。台車25が所定の距離だけ進むと、チャック機構26による把持を解放し、台車25を後退させ、次の薬剤注入管27を立坑30内に降ろし、チャック機構26を通し、後端を薬剤導入パイプ28の受け部28Aに当接させるととに、先端を地盤に押し込んだ薬剤注入管27の後端に連結し、その状態で薬剤注入管27を把持し、上記と同様にして薬剤注入管27を前方の地盤に押し込む。このような作業を繰り返し、薬剤注入管27を地盤中に押し込んだ後、薬剤、例えば公知の凝固剤を薬剤注入管27内に導入し、地盤に注入して地盤の改良を行う。   When the propulsion device main body 12 is moved forward by the propulsion jack when the preparation is completed in this way, the carriage 25 moves forward and pushes the drug injection tube 27 into the front ground. When the carriage 25 advances by a predetermined distance, the gripping by the chuck mechanism 26 is released, the carriage 25 is retracted, the next medicine injection pipe 27 is lowered into the shaft 30, the chuck mechanism 26 is passed, and the rear end is a medicine introduction pipe. 28, the tip is connected to the rear end of the drug injection tube 27 pushed into the ground, the drug injection tube 27 is gripped in this state, and the drug injection tube 27 is processed in the same manner as described above. Push into the ground in front. After such operations are repeated and the drug injection tube 27 is pushed into the ground, a drug, for example, a known coagulant, is introduced into the drug injection tube 27 and injected into the ground to improve the ground.

地盤の改良が済むと、チャック機構26によって薬剤注入管27を把持したまま推進ジャッキによって台車25を後退させ、薬剤注入管27を抜き出した後、薬剤注入装置20をスライドベース11から外して立坑30外に吊り上げ、後は推進機本体12にケーシングロッド14及び推進管16をセットし、推進管16を推進させることができる。   When the ground is improved, the cart 25 is moved backward by the propulsion jack while the drug injection tube 27 is held by the chuck mechanism 26, the drug injection tube 27 is extracted, the drug injection device 20 is detached from the slide base 11, and the shaft 30 The casing rod 14 and the propelling pipe 16 can be set on the propulsion unit main body 12 and the propelling pipe 16 can be propelled.

発進立坑30と到達立坑との間に距離がある場合にはケーシングロッド14及び推進管16を残して推進機本体12を後退させ、後続のケーシングロッド14及び推進管16を推進機本体12にセットし、同様にして推進を継続する。   When there is a distance between the starting shaft 30 and the reaching shaft, the propeller main body 12 is moved backward with the casing rod 14 and the propulsion pipe 16 being left, and the subsequent casing rod 14 and propulsion pipe 16 are set in the propulsion main body 12. And continue to promote in the same way.

推進管16の推進が済むと、ケーシングロッド14を推進管16から抜き取り、スライドベース11及び推進機本体12を発進立坑30から引き上げ、残った推進管16内に塩化ビニルパイプ等を挿入し、中込め作業を行うと、二重管を地中に敷設することができる。   After the propulsion pipe 16 has been propelled, the casing rod 14 is removed from the propulsion pipe 16, the slide base 11 and the propulsion device main body 12 are pulled up from the starting shaft 30, and a vinyl chloride pipe or the like is inserted into the remaining propulsion pipe 16, A double pipe can be laid in the ground.

なお、上記の例では二重管削進方式の管推進装置を利用して薬剤注入装置を構成したが、専用の薬剤注入装置として構成し、地盤への薬剤の注入が済むと、立坑から吊り上げ、管推進装置を立坑内に設置するようにしてもよい。   In the above example, the drug injection device is configured using a double-pipe cutting type tube propulsion device. However, the drug injection device is configured as a dedicated drug injection device, and when the drug is injected into the ground, it is lifted from the shaft. The pipe propulsion device may be installed in the shaft.

本発明に係る薬剤注入装置が搭載される二重管削進方式の管推進装置の例を示す全体概略斜視図である。It is a whole schematic perspective view which shows the example of the pipe | tube propulsion apparatus of the double pipe cutting system in which the chemical injection device concerning the present invention is carried. 上記薬剤注入装置の好ましい実施形態をを示す側面図である。It is a side view which shows preferable embodiment of the said chemical | medical agent injection apparatus. 上記実施形態を示す正面図である。It is a front view which shows the said embodiment. 上記実施形態の使用状態を示す平面図である。It is a top view which shows the use condition of the said embodiment.

符号の説明Explanation of symbols

10 二重管削進方式の管推進装置
11 スライドベース(設置ベース)
12 推進機本体(スライダー装置)
14 ケーシングロッド14
16 推進管
20 薬剤注入装置
21 ベースプレート(架台ベース)
24 ガイドレール(スライドガイド)
25 台車(チャック装置)
26 チャック機構(チャック装置)
27 薬剤注入管
28 薬剤導入パイプ
28A 受け部
30 立坑
10 Double-pipe cutting-type pipe propulsion device 11 Slide base (installation base)
12 Propeller body (slider device)
14 Casing rod 14
16 Propulsion tube 20 Drug injection device 21 Base plate (base)
24 guide rail (slide guide)
25 cart (chuck device)
26 Chuck mechanism (chuck device)
27 Drug injection pipe 28 Drug introduction pipe 28A Receiving part 30 Vertical shaft

Claims (3)

地盤に水平に薬剤を注入するようにした薬剤注入装置であって、
地盤に薬剤を注入するための薬剤注入管と、
立坑内に設置される設置ベースと、
該設置ベース上にスライド自在に搭載され、ジャッキによって前進・後退するスライダー装置と、
上記設置ベースのスライダー装置前方に着脱可能に固定される架台ベースと、 該架台ベース上に設けられ、上記スライダー装置のスライド方向に延びるスライドガイドと、
該スライドガイドにスライド自在に支持され、水平に延びる上記薬剤注入管を把持し、上記スライダー装置によって前進されることによって上記薬剤注入管を土中に水平に押し込むチャック装置と、
圧送されてきた薬剤を上記薬剤注入管内に導入する薬剤導入部と、
を備えたことを特徴とする薬剤注入装置。
A drug injection device configured to inject a drug horizontally into the ground,
A drug injection tube for injecting the drug into the ground,
An installation base installed in the shaft,
A slider device that is slidably mounted on the installation base and moves forward and backward by a jack;
A gantry base that is detachably fixed in front of the slider device of the installation base; a slide guide that is provided on the gantry base and extends in the sliding direction of the slider device;
A chuck device that is slidably supported by the slide guide, holds the drug injection tube extending horizontally, and is pushed forward by the slider device to push the drug injection tube horizontally into the soil;
A drug introduction part for introducing the pumped drug into the drug injection tube;
A drug injection device comprising:
上記設置ベースは、ケーシングロッドを推進機本体によって回転させながら推進ジャッキによって前進させケーシングロッド先端の切削ビットによって土砂類を掘削しながら推進管を推進させるようにした二重管削進方式の管推進装置における上記推進機本体をスライド自在に支持するスライドベースであり、
上記スライダー装置が上記推進機本体であり、
上記管推進装置のケーシングロッド及び推進管に代えて上記管推進装置に搭載可能に構成されている請求項1記載の薬剤注入装置。
The above-mentioned installation base is a double-pipe drilling type tube propulsion system in which the propulsion pipe is propelled while the casing rod is advanced by the propulsion jack while the casing rod is rotated by the propulsion unit main body and the earth and sand are excavated by the cutting bit at the tip of the casing rod. A slide base that slidably supports the propulsion unit body in the apparatus;
The slider device is the main body of the propulsion device,
The drug injection device according to claim 1, wherein the drug injection device is configured to be mounted on the tube propulsion device in place of the casing rod and the propulsion tube of the tube propulsion device.
上記チャック装置が上記薬剤注入管の途中を把持する一方、上記薬剤導入部が上記スライダー装置に設けられ、上記薬剤注入管の後端を受けるようになっている請求項1記載の薬剤注入装置。   The drug injection device according to claim 1, wherein the chuck device grips the middle of the drug injection tube, and the drug introduction portion is provided in the slider device to receive a rear end of the drug injection tube.
JP2006342125A 2006-12-20 2006-12-20 Drug injection device Expired - Fee Related JP4751311B2 (en)

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6351595A (en) * 1986-08-19 1988-03-04 株式会社クボタ建設 Method of shielding construction
JPS6383397A (en) * 1986-09-26 1988-04-14 大谷産業株式会社 Pipe burying propulsion construction method and device
JPH02183086A (en) * 1989-01-09 1990-07-17 Nagano Yuki Kk Grouting method and device
JPH04155099A (en) * 1990-10-18 1992-05-28 Ishifuku Kensetsu Kk Underground installation of tube and pilot tube therefor
JP2006104904A (en) * 2004-10-04 2006-04-20 Sanwa Kizai Co Ltd Two process type pipe burying method and device

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6351595A (en) * 1986-08-19 1988-03-04 株式会社クボタ建設 Method of shielding construction
JPS6383397A (en) * 1986-09-26 1988-04-14 大谷産業株式会社 Pipe burying propulsion construction method and device
JPH02183086A (en) * 1989-01-09 1990-07-17 Nagano Yuki Kk Grouting method and device
JPH04155099A (en) * 1990-10-18 1992-05-28 Ishifuku Kensetsu Kk Underground installation of tube and pilot tube therefor
JP2006104904A (en) * 2004-10-04 2006-04-20 Sanwa Kizai Co Ltd Two process type pipe burying method and device

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