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JP6804901B2 - Chemical injection method and equipment - Google Patents
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JP6804901B2 - Chemical injection method and equipment - Google Patents

Chemical injection method and equipment Download PDF

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JP6804901B2
JP6804901B2 JP2016171665A JP2016171665A JP6804901B2 JP 6804901 B2 JP6804901 B2 JP 6804901B2 JP 2016171665 A JP2016171665 A JP 2016171665A JP 2016171665 A JP2016171665 A JP 2016171665A JP 6804901 B2 JP6804901 B2 JP 6804901B2
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groove
injection
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chemical solution
elastic member
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直 人 巴
直 人 巴
杉 芳 隆 上
杉 芳 隆 上
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Nittoc Constructions Co Ltd
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Description

本発明は、注入装置を用いて地中に注入薬液(例えばセメントミルク)を注入する注入工法に関する。 The present invention relates to an injection method of injecting an injection chemical solution (for example, cement milk) into the ground using an injection device.

注入工法では、施工するべき地盤中にボーリング孔を掘削し、薬液注入装置を挿入する。
図12で示す様に、薬液注入装置100は外管11と注入内管12を備えており、外管11には長手方向に所定間隔で複数の注入口11Aが形成されており、長手方向の個々の注入口形成位置には逆止弁の機能を有する弾性部材11Bが設けられている。
外管11は中空管状に構成されており、薬液供給口12A(吐出口)及びパッカー12Bを設けた薬液注入管12(パッカー付き内管)を外管11の中空空間に挿入している。
In the injection method, a boring hole is excavated in the ground to be constructed and a chemical injection device is inserted.
As shown in FIG. 12, the chemical injection device 100 includes an outer tube 11 and an injection inner tube 12, and the outer tube 11 is formed with a plurality of injection ports 11A at predetermined intervals in the longitudinal direction, and is formed in the longitudinal direction. An elastic member 11B having a function of a check valve is provided at each injection port forming position.
The outer tube 11 is formed in a hollow tubular shape, and a chemical solution injection tube 12 (inner tube with a packer) provided with a chemical solution supply port 12A (discharge port) and a packer 12B is inserted into the hollow space of the outer tube 11.

図12の点線(仮想線)で示す様に、薬液注入に際しては、薬液を注入するべき領域に注入機構12Cを位置せしめ、外管11の注入口11Aに対応する位置にパッカー付き内管12(薬液注入管)の薬液供給口12Aを位置せしめ、パッカー12Bを膨張させる。パッカー12Bを膨張させることにより、薬液供給口12Aから外管11の中空部に供給される注入薬液は、薬液を注入するべき領域における外管11の注入口11Aのみから吐出する(矢印CP)。薬液を吐出(矢印CP)する際に、逆止弁の機能を有する弾性部材11B(スリーブ状の弾性部材)は実線で示す状態から点線で示す様に変形する。
薬液注入が完了したら、パッカー12Bを収縮してパッカー付き内管12を引き上げ(鉛直方向上方に移動して)、次の注入予定領域(薬液を注入するべき領域)に注入機構12Cを位置させる。そして次の注入予定領域において再びパッカー12Bを膨張させて、薬液注入を行う。この様にして、薬液を注入するべき領域において、順次、薬液を注入する。
As shown by the dotted line (virtual line) in FIG. 12, when injecting the drug solution, the injection mechanism 12C is positioned in the area where the drug solution should be injected, and the inner tube 12 with a packer is positioned at the position corresponding to the injection port 11A of the outer tube 11 ( The chemical solution supply port 12A of the chemical solution injection tube) is positioned, and the packer 12B is inflated. By expanding the packer 12B, the injected drug solution supplied from the drug solution supply port 12A to the hollow portion of the outer tube 11 is discharged only from the injection port 11A of the outer tube 11 in the region where the drug solution should be injected (arrow CP). When the chemical solution is discharged (arrow CP), the elastic member 11B (sleeve-shaped elastic member) having the function of a check valve is deformed from the state shown by the solid line to the state shown by the dotted line.
When the chemical solution injection is completed, the packer 12B is contracted to pull up the inner tube 12 with the packer (moving upward in the vertical direction), and the injection mechanism 12C is positioned in the next planned injection area (the area where the chemical solution should be injected). Then, the packer 12B is expanded again in the next planned injection region to inject the chemical solution. In this way, the drug solution is sequentially injected in the area where the drug solution should be injected.

しかし、図12で示す逆止弁の機能を有する弾性部材11B(スリーブ状の弾性部材)を逆流防止用の弁として使用しているため、当該弾性部材11Bの厚さ寸法(符号δ)の分だけ外管11よりも半径方向外方に突出することになる。図12においては、弾性部材11Bの厚さ寸法を符号δで示している。
厚さ寸法δだけ逆止弁の機能を有する弾性部材11Bが外管11の半径方向外方に突出しているため、図13で示す様に、ボーリング孔Hの内壁面に逆止弁の機能を有する弾性部材11Bの下端部11BEが干渉して、ボーリング孔H内に薬液注入装置100を挿入する際の抵抗となってしまう。特に、図13で示す様に、薬液注入装置100の先端に掘削装置13を設け、ボーリング孔Hを削孔しつつ、薬液注入装置100を当該ボーリング孔H内に挿入させる場合には、ボーリング孔Hの内径は薬液注入装置100の外径と等しいので、逆止弁の機能を有する弾性部材11Bの下端部11BEがボーリング孔H内壁面に干渉することによる抵抗が大きくなってしまう。図13において、符号12はパッカー付き内管(薬液注入管)を表す。
それに加えて、弾性部材11Bの下端部11BEがボーリング孔H内壁面に干渉することで、逆止弁の機能を有する弾性部材11Bが摩耗し或いは破損して、弁としての機能を発揮しなくなる恐れも存在する。
However, since the elastic member 11B (sleeve-shaped elastic member) having the function of the check valve shown in FIG. 12 is used as a valve for preventing backflow, the thickness dimension (reference numeral δ) of the elastic member 11B is used. Only the outer tube 11 protrudes outward in the radial direction. In FIG. 12, the thickness dimension of the elastic member 11B is indicated by reference numeral δ.
Since the elastic member 11B having the function of the check valve by the thickness dimension δ protrudes outward in the radial direction of the outer pipe 11, as shown in FIG. 13, the function of the check valve is provided on the inner wall surface of the boring hole H. The lower end portion 11BE of the elastic member 11B that has the elastic member 11B interferes with each other, and becomes a resistance when the chemical liquid injection device 100 is inserted into the boring hole H. In particular, as shown in FIG. 13, when the drilling device 13 is provided at the tip of the chemical solution injection device 100 and the chemical solution injection device 100 is inserted into the boring hole H while drilling the boring hole H, the boring hole H is formed. Since the inner diameter of H is equal to the outer diameter of the chemical injection device 100, the resistance due to the lower end portion 11BE of the elastic member 11B having the function of a check valve interfering with the inner wall surface of the boring hole H becomes large. In FIG. 13, reference numeral 12 represents an inner tube with a packer (chemical injection tube).
In addition, the lower end 11BE of the elastic member 11B may interfere with the inner wall surface of the boring hole H, so that the elastic member 11B having a check valve function may be worn or damaged and may not function as a valve. Also exists.

その他の従来技術として、既存構造物直下の領域でも薬液注入を実行することが出来る技術が提案されている(特許文献1参照)。
しかし、係る従来技術(特許文献1)では、上述した逆止弁の機能を有する弾性部材とボーリング孔内壁との干渉による種々の問題を解消することは出来ない。
As another conventional technique, a technique capable of executing chemical injection even in a region directly under an existing structure has been proposed (see Patent Document 1).
However, such a prior art (Patent Document 1) cannot solve various problems due to interference between the elastic member having the function of the check valve and the inner wall of the boring hole described above.

特開2014−125781号公報Japanese Unexamined Patent Publication No. 2014-125781

本発明は上述した従来技術の問題点に鑑みて提案されたものであり、薬液注入用の弁としての機能を確実に発揮することが出来て、ボーリング孔内壁面に干渉せず、長期間に亘って弁としての機能を発揮することが出来る弁機構を有する装置を用いて薬液を注入する方法と、それに用いられる薬液注入装置を提供することを目的としている。 The present invention has been proposed in view of the above-mentioned problems of the prior art, and can reliably exert a function as a valve for injecting a chemical solution, does not interfere with the inner wall surface of the boring hole, and can be used for a long period of time. It is an object of the present invention to provide a method of injecting a drug solution using a device having a valve mechanism capable of exerting a function as a valve, and a drug solution injection device used for the method.

本発明の薬液注入工法は、
ボーリング孔(H)を削孔する削孔工程と、
外管(1)と注入内管(2)を備え、前記外管(1)にバルブが設けられており、当該バルブは前記外管(1)の外周面(1D)に形成され前記外管(1)の円周方向へ延在する溝(1A)と当該溝(1A)に嵌合した2本の円環状弾性部材(1C:例えばOリング)を含んでおり、前記溝(1A)には円周方向等間隔に注入口(1B)が形成され、前記溝(1A)は外管(1)の外周面(1D)から溝の底面(1AA)に至る側面及び底面(1AA)を有しているが傾斜面は有しておらず、前記溝(1A)の前記側面と底面(1AA)との境界部分が湾曲面で構成され、且つ、前記底面(1AA)が湾曲面で構成され、前記溝(1A)の半径方向距離(DH:溝の深さ)は、そこに嵌合している円環状弾性部材(1C)が外管(1)の外周面(1D)から突出しない深さに設定されており、前記溝(1A)に嵌合された2本の円環状弾性部材(1C)には常時半径方向内方へ付勢され、前記溝(1A)内に収容された状態を維持する薬液注入装置(10)を、前記ボーリング孔(H)内に配置(挿入)する薬液注入装置配置工程と、
薬液を注入する注入工程を含み、当該注入工程は、
前記薬液注入装置(10)の注入口(1B)から注入薬液が吐出(注入)される際に、前記円環状弾性部材(1C)が変形して薬液を半径方向外方に吐出する(地盤中に注入する)流路(S)が形成される工程を有しており、
流路(S)が形成される工程において、前記円環状弾性部材(1C)は溝(1A)から内に収容された状態を維持し、外管(1)の外周面(1D)に乗り上げることが防止されることを特徴としている。
The chemical injection method of the present invention
The drilling process for drilling the boring hole (H) and
The outer pipe (1) and the injection inner pipe (2) are provided, and a valve is provided in the outer pipe (1). The valve is formed on the outer peripheral surface (1D) of the outer pipe (1) and is the outer pipe. A groove (1A) extending in the circumferential direction of (1) and two annular elastic members (1C: for example, an O-ring) fitted in the groove (1A) are included in the groove (1A). The injection ports (1B) are formed at equal intervals in the circumferential direction, and the groove (1A) has a side surface (1AA) extending from the outer peripheral surface (1D) of the outer pipe (1) to the bottom surface (1AA) of the groove. However, it does not have an inclined surface, the boundary portion between the side surface and the bottom surface (1AA) of the groove (1A) is composed of a curved surface, and the bottom surface (1AA) is composed of a curved surface. The radial distance (DH: groove depth) of the groove (1A) is the depth at which the annular elastic member (1C) fitted therein does not protrude from the outer peripheral surface (1D) of the outer pipe (1). The two annular elastic members (1C) fitted in the groove (1A) are always urged inward in the radial direction and housed in the groove (1A). The chemical solution injection device (10) for maintaining the above is arranged (inserted) in the boring hole (H), and the chemical solution injection device arrangement step.
The injection step includes an injection step of injecting a drug solution.
When the injected chemical solution is discharged (injected) from the injection port (1B) of the chemical solution injection device (10), the annular elastic member (1C) is deformed and the chemical solution is discharged outward in the radial direction (in the ground). It has a step of forming a flow path (S) (injected into) .
In the step of forming the flow path (S), the annular elastic member (1C) is maintained in a state of being accommodated inside from the groove (1A) and rides on the outer peripheral surface (1D) of the outer pipe (1). Is characterized by being prevented .

本発明の薬液注入工法において、前記薬液注入装置(10)の外部における圧力(地盤中の圧力或いは地盤中の液圧)が上昇した場合に前記円環状弾性部材(1C)が変形して前記注入口(1B)を閉鎖する工程を含むことが好ましい。 In the chemical injection method of the present invention, when the pressure (pressure in the ground or hydraulic pressure in the ground) outside the chemical injection device (10) rises, the annular elastic member (1C) is deformed and the Note It is preferable to include a step of closing the inlet (1B).

また本発明において、薬液注入装置(10)は先端(削孔方向先端)に削孔装置(例えば削孔ビット、高圧水噴射機構等)を備えており、前記削孔工程の際にボーリング孔(H)の掘削と同時に薬液注入装置(10)がボーリング孔(H)内に挿入され、以て、前記削孔工程と前記薬液注入装置配置工程を同時に実行することが出来る。
もちろん、前記薬液注入装置(10)とは別個に用意した削孔装置により前記削孔工程を実行し、削孔工程でボーリング孔(H)が削孔された後、薬液注入装置(10)をボーリング孔(H)内に挿入することにより薬液注入装置配置工程を実行しても良い。この場合、前記削孔工程と前記薬液注入装置配置工程は同時には実行されず、前記削孔工程の後に前記薬液注入装置配置工程が実行される。
Further, in the present invention, the chemical injection device (10) is provided with a drilling device (for example, a drilling bit, a high-pressure water injection mechanism, etc.) at the tip (tip in the drilling direction), and is bored during the drilling step. At the same time as the excavation of H), the chemical injection device (10) is inserted into the boring hole (H), so that the drilling step and the chemical injection device placement step can be executed at the same time.
Of course, the drilling step is executed by a drilling device prepared separately from the chemical injection device (10), and after the boring hole (H) is drilled in the drilling step, the chemical injection device (10) is used. The chemical solution injection device arrangement step may be executed by inserting it into the boring hole (H). In this case, the hole drilling step and the chemical solution injection device placement step are not executed at the same time, and the chemical solution injection device placement step is executed after the hole drilling step.

また本発明の薬液注入装置(10)は、
外管(1)と注入内管(2)を備え、
前記外管(1)にバルブが設けられており、
当該バルブは、前記外管(1)の外周面(1D)に形成され前記外管(1)の円周方向へ延在する溝(1A)と、当該溝(1A)に嵌合した2本の円環状弾性部材(1C:例えばOリング)を含んでおり、
前記溝(1A)には円周方向等間隔に注入口(1B)が形成され、
前記溝(1A)は、外管(1)の外周面(1D)から溝の底面(1AA)に至る側面及び底面(1AA)を有しているが、傾斜面は有しておらず、
前記溝(1A)の前記側面と底面(1AA)との境界部分が湾曲面で構成され、且つ、前記底面(1AA)が湾曲面で構成され、
前記溝(1A)の半径方向距離(DH:溝の深さ)は、そこに嵌合している円環状弾性部材(1C)が外管(1)の外周面(1D)から突出しない深さに設定されており、前記溝(1A)に嵌合された2本の円環状弾性部材(1C)には常時半径方向内方へ付勢され、前記溝(1A)内に収容された状態を維持することを特徴としている。
Further, the chemical injection device (10) of the present invention is
Equipped with an outer tube (1) and an injection inner tube (2)
A valve is provided in the outer pipe (1).
The valve includes two of said outer tube is formed on an outer peripheral surface (1D) and extending grooves (1A) in the circumferential direction (1), fitted to the grooves (1A) of the outer tube (1) an annular elastic member: includes (1C e.g. O-ring),
Wherein the grooves (1A) inlet (1B) are formed at equal circumferential intervals,
The groove (1A) has a side surface (1AA) extending from the outer peripheral surface (1D) of the outer pipe (1) to the bottom surface (1AA) of the groove, but does not have an inclined surface.
The boundary portion between the side surface and the bottom surface (1AA) of the groove (1A) is formed of a curved surface, and the bottom surface (1AA) is formed of a curved surface.
The radial distance (DH: groove depth) of the groove (1A) is a depth at which the annular elastic member (1C) fitted therein does not protrude from the outer peripheral surface (1D) of the outer tube (1). The two annular elastic members (1C) fitted in the groove (1A) are always urged inward in the radial direction and housed in the groove (1A). It is characterized by maintaining .

上述の構成を具備する本発明によれば、薬液注入装置(10)の外管(1)外周面(1D)に溝(1A)を形成し、当該溝(1A)には注入口(1B)が形成され且つ円環状弾性部材(1C:例えばOリング)が2本嵌合しているので、注入作業が行われない状態では、溝(1A)に形成された注入口(1B)は2本の円環状弾性部材(1C)により閉鎖されている。
薬液を地盤中に注入する際には、パッカー(2A)を膨張させて注入内管(2)から薬液を吐出すると、当該薬液の吐出圧(P1:薬液注入圧力)が、外管(1)の吐出口(1B:すなわち溝1Aに形成した注入口)から半径方向外方(薬液注入装置の外部の地盤側:注入工法を施工するべき地盤側)に作用する。前記吐出圧(P1:薬液注入圧力)により、円環状弾性部材(1C)が変形し(図5参照)、円環状弾性部材(1C)間に間隙が形成され、当該間隙は注入薬液の流路(S)となる。
そのため、薬液は前記間隙(S:流路)を介して、半径方向外方に吐出される(地盤中に注入される)。
According to the present invention having the above-described configuration, a groove (1A) is formed in the outer tube (1) outer peripheral surface (1D) of the chemical solution injection device (10), and an injection port (1B) is formed in the groove (1A). Is formed and two annular elastic members (1C: for example, O-ring) are fitted, so that there are two injection ports (1B) formed in the groove (1A) in a state where the injection work is not performed. It is closed by the annular elastic member (1C) of.
When injecting a chemical solution into the ground, when the packer (2A) is inflated and the chemical solution is discharged from the injection inner tube (2), the discharge pressure of the chemical solution (P1: chemical solution injection pressure) becomes the outer tube (1). Acts from the discharge port (1B: that is, the injection port formed in the groove 1A) to the outside in the radial direction (ground side outside the chemical injection device: the ground side on which the injection method should be applied). Due to the discharge pressure (P1: chemical injection pressure), the annular elastic member (1C) is deformed (see FIG. 5), and a gap is formed between the annular elastic member (1C), and the gap is the flow path of the injected chemical. It becomes (S).
Therefore, the chemical solution is discharged outward in the radial direction (injected into the ground) through the gap (S: flow path).

薬液の注入(吐出)が終了すると、円環状弾性部材(1C)に作用していた薬液の吐出圧(P1)が消失するので、円環状弾性部材(1C)の変形も終了し、円環状弾性部材(1C)の弾性反撥力が作用して、前記溝(1A)内に嵌合して、吐出口(1B)を閉鎖する。
すなわち、本発明によれば、従来の逆止弁の機能を有する弾性部材(スリーブ状の弾性部材)により構成されている弁と同様に、注入時のみ薬液注入流路(S)を開放し、非注入時には薬液注入流路(S)が閉鎖される。
When the injection (discharge) of the chemical solution is completed, the discharge pressure (P1) of the chemical solution acting on the annular elastic member (1C) disappears, so that the deformation of the annular elastic member (1C) is also completed and the annular elasticity The elastic repulsive force of the member (1C) acts to fit into the groove (1A) and close the discharge port (1B).
That is, according to the present invention, the chemical liquid injection flow path (S) is opened only at the time of injection, as in the case of a valve composed of an elastic member (sleeve-shaped elastic member) having a function of a conventional check valve. When not injecting, the drug solution injection flow path (S) is closed.

ここで、円環状弾性部材(1C)は溝(1A)内に嵌合しており、溝(1A)の半径方向距離(DH:溝の深さ)は、そこに嵌合している円環状弾性部材(1C)が外管(1)の外周面(D)から突出しない深さに設定されているので、薬液注入装置(10)をボーリング孔(H)内に挿入するに際して、円環状弾性部材(1C)はボーリング孔(H)の内壁面と干渉せず、薬液注入装置(10)のボーリング孔(H)内の移動の抵抗となることはない。
そのため、円環状弾性部材(1C)とボーリング孔(H)の内壁面との干渉による摩擦で、円環状弾性部材(1C)が摩耗や破損することはなく、円環状弾性部材(1C)は弁としての機能を長期間に亘って確実に発揮することが出来る。
Here, the annular elastic member (1C) is fitted in the groove (1A), and the radial distance (DH: groove depth) of the groove (1A) is the annular shape fitted therein. Since the elastic member (1C) is set to a depth that does not protrude from the outer peripheral surface (D) of the outer tube (1), the annular elasticity when the chemical injection device (10) is inserted into the boring hole (H). The member (1C) does not interfere with the inner wall surface of the boring hole (H) and does not act as a resistance to movement of the chemical injection device (10) in the boring hole (H).
Therefore, the annular elastic member (1C) is not worn or damaged by the friction caused by the interference between the annular elastic member (1C) and the inner wall surface of the boring hole (H), and the annular elastic member (1C) is a valve. Can be reliably exerted over a long period of time.

本発明において、薬液注入装置(10)の外部における圧力(P2:地盤中の圧力或いは地盤中の液圧)が上昇した場合には、当該上昇した外部の圧力(P2:地盤中の圧力或いは地盤中の液圧)により、前記円環状弾性部材(1C)は相互に押圧し合う状態に変形し、且つ、前記溝(1A)の底面(1AA)に強く押し付けられる。そのため、前記外管(1)の注入口(1B)は前記円環状弾性部材(1C)により、より一層強固に閉鎖される。
その結果、地盤中の圧力(P2)或いは地盤中の液圧(P2:薬液注入装置10の外部における圧力)が上昇しても、外管(1)の注入口(1B)は前記円環状弾性部材(1C)により強固に閉鎖されているので、地盤中の液体(吐出された注入薬液も含む)が薬液注入装置(10)内に逆流することが防止される。
In the present invention, when the pressure outside the chemical solution injection device (10) (P2: pressure in the ground or liquid pressure in the ground) rises, the increased external pressure (P2: pressure in the ground or ground) The annular elastic member (1C) is deformed into a state of being pressed against each other by the hydraulic pressure inside, and is strongly pressed against the bottom surface (1AA) of the groove (1A). Therefore, the injection port (1B) of the outer tube (1) is closed more firmly by the annular elastic member (1C).
As a result, even if the pressure in the ground (P2) or the hydraulic pressure in the ground (P2: the pressure outside the chemical injection device 10) rises, the injection port (1B) of the outer pipe (1) has the annular elasticity. Since it is tightly closed by the member (1C), it is prevented that the liquid in the ground (including the discharged injected chemical solution) flows back into the chemical solution injection device (10).

本発明の実施形態を示す説明図である。It is explanatory drawing which shows the embodiment of this invention. 図1における符号Aで示す部分の断面を示す拡大部分断面図である。FIG. 5 is an enlarged partial cross-sectional view showing a cross section of a portion indicated by reference numeral A in FIG. 実施形態における溝の断面形状を示す拡大部分断面図である。It is an enlarged partial sectional view which shows the sectional shape of the groove in embodiment. 当該溝の好適ではない断面形状を示す拡大部分断面図である。FIG. 5 is an enlarged partial cross-sectional view showing an unsuitable cross-sectional shape of the groove. 薬液注入時におけるOリングの変形作用を示す説明図である。It is explanatory drawing which shows the deformation action of the O-ring at the time of injection of a chemical solution. Oリングの弾性反撥力が作用する方向を示す説明図である。It is explanatory drawing which shows the direction in which the elastic repulsive force of an O-ring acts. 薬液注入時において、Oリングの弾性反撥力により防止される状態を仮想的に示す説明図である。It is explanatory drawing which shows the state which is prevented by the elastic repulsive force of the O-ring at the time of injecting a chemical solution virtually. 薬液を注入しない際におけるOリングの作用を示す説明図である。It is explanatory drawing which shows the action of an O-ring when a drug solution is not injected. Oリングが一つしか配置されない場合の作用を示す説明図である。It is explanatory drawing which shows the operation when only one O-ring is arranged. 溝の深さ寸法が大きい場合における不都合を示す説明図である。It is explanatory drawing which shows the inconvenience when the depth dimension of a groove is large. 注入口の位置を示す端面図である。It is an end view which shows the position of an inlet. 従来の逆止弁の機能を有する弾性部材で構成されているバルブを有する薬液注入装置の要部を示す部分断面図である。FIG. 5 is a partial cross-sectional view showing a main part of a chemical injection device having a valve composed of an elastic member having a function of a conventional check valve. 図12の従来技術の問題点を示す説明図である。It is explanatory drawing which shows the problem of the prior art of FIG.

以下、図1〜図10を参照して、本発明の実施形態について説明する。
図1は本発明の実施形態の概要を示しており、薬液注入装置10の外管1の外周面1Dには円周方向へ延在する溝1Aが形成されている。
外管1は中空空間を有する中空管状に構成されており、当該中空空間には注入内管2(図1では点線で示す)を備えている。注入内管2はパッカー2Aを備えており、注入内管2の構成及び作用効果は、図12を参照に説明した従来公知のパッカー付き内管12と同様である。
外管1の溝1Aは、外管1の軸方向(図1で上下方向)において、薬液注入すべき複数の箇所に形成される(図1では、軸方向で1箇所の溝1Aのみが示される)。ここで、薬液注入すべき複数の箇所は薬液注入口を設ける箇所であり、図11を参照して後述する。この薬液注入すべき複数の箇所に対応して、注入内管2は外管1内の中空空間を移動して、所定位置に保持される。
図1〜図10では、溝1Aには、円周方向等間隔に薬液注入口1Bが例えば4箇所形成されている。
Hereinafter, embodiments of the present invention will be described with reference to FIGS. 1 to 10.
FIG. 1 shows an outline of an embodiment of the present invention, in which a groove 1A extending in the circumferential direction is formed on the outer peripheral surface 1D of the outer tube 1 of the chemical solution injection device 10.
The outer tube 1 is formed of a hollow tubular having a hollow space, and the hollow space is provided with an injection inner tube 2 (indicated by a dotted line in FIG. 1). The injection inner tube 2 includes a packer 2A, and the configuration and operation / effect of the injection inner tube 2 are the same as those of the conventionally known inner tube 12 with a packer described with reference to FIG.
The grooves 1A of the outer tube 1 are formed at a plurality of locations where the chemical solution should be injected in the axial direction of the outer tube 1 (vertical direction in FIG. 1) (in FIG. 1, only one groove 1A in the axial direction is shown. ). Here, the plurality of locations where the chemical solution should be injected are locations where the chemical solution injection port is provided, which will be described later with reference to FIG. The injection inner tube 2 moves in the hollow space in the outer tube 1 and is held at a predetermined position corresponding to the plurality of locations where the chemical solution should be injected.
In FIGS. 1 to 10, for example, four chemical solution injection ports 1B are formed in the groove 1A at equal intervals in the circumferential direction.

図2において、幅方向(図2では上下方向)寸法Bを有する溝1Aの底面1AAにおいて、幅方向(図2では上下方向)の中央に注入口1Bが形成されている。
溝1Aには、注入口1Bを閉鎖する様に、弾性材(例えばゴム)製の円環状弾性部材であるOリング1Cが2本嵌合している。その際、2本のOリング1Cは、溝1Aの幅方向に均等に配置されており、注入口1Bの中心軸1BCは2本のOリング1Cの境界を定義している。
また、溝1Aの深さDH(半径方向距離)は、図2で示す様に、Oリング1Cを溝1Aに嵌合した際、Oリング1Cが外管1の外周面1Dから突出しない深さに設定されている。
In FIG. 2, an injection port 1B is formed in the center of the bottom surface 1AA of the groove 1A having the width direction (vertical direction in FIG. 2) dimension B in the width direction (vertical direction in FIG. 2).
Two O-rings 1C, which are annular elastic members made of an elastic material (for example, rubber), are fitted in the groove 1A so as to close the injection port 1B. At that time, the two O-rings 1C are evenly arranged in the width direction of the groove 1A, and the central axis 1BC of the injection port 1B defines the boundary between the two O-rings 1C.
Further, the depth DH (radial distance) of the groove 1A is a depth at which the O-ring 1C does not protrude from the outer peripheral surface 1D of the outer tube 1 when the O-ring 1C is fitted into the groove 1A, as shown in FIG. Is set to.

図3は、外管1の外周面1Dに形成した溝1Aの断面形状を示す。図3において、溝1Aの底面1AA(半径方向内方の領域)は曲率半径Rの湾曲面に形成される。
発明者の実験によれば、溝1Aの底面1AAをこのような湾曲面で構成すると、薬液注入時に注入口1Bから薬液による吐出圧を受けた際に、2本のOリング1C(図3では図示せず)は適正に変形し、図5を参照して後述するように、2本のOリング1C間に薬液の流路が形成されることが確認されている。
さらに発明者の実験によれば、外管1の外部の圧力(地盤中の圧力或いは地盤中の液圧)が上昇した場合に、図8を参照して後述するように、当該上昇した外部の圧力により、2本のOリング1Cは相互に押圧し合う状態に変形しつつ、溝1Aの底面1AAに強く押し付けられ、底面1AAの注入口1Bが強固に閉鎖されることが確認されている。
FIG. 3 shows the cross-sectional shape of the groove 1A formed on the outer peripheral surface 1D of the outer pipe 1. In FIG. 3, the bottom surface 1AA (region inward in the radial direction) of the groove 1A is formed on a curved surface having a radius of curvature R.
According to the inventor's experiment, when the bottom surface 1AA of the groove 1A is configured by such a curved surface, two O-rings 1C (in FIG. (Not shown) is properly deformed, and it has been confirmed that a flow path of the chemical solution is formed between the two O-rings 1C as described later with reference to FIG.
Further, according to the inventor's experiment, when the pressure outside the outer pipe 1 (pressure in the ground or liquid pressure in the ground) rises, as will be described later with reference to FIG. It has been confirmed that the two O-rings 1C are strongly pressed against the bottom surface 1AA of the groove 1A while being deformed into a state of pressing each other due to the pressure, and the injection port 1B of the bottom surface 1AA is firmly closed.

図4で示す様に、溝1A−1の底面1AA―1を平坦面で構成した場合には、薬液注入時に2本のOリング間に薬液流路を形成する作用と、外管1の外部における圧力上昇時に2本のOリングが底面1AA−1の注入口1Bを強固に閉鎖する作用が、良好に発揮されないことが、発明者の実験で確認されている。
換言すれば、発明者の実験では、溝1Aの底面1AA−1を平坦面で構成した(図4)場合には、溝1Aに嵌合したOリングが圧力を受けた時に、底面1AAを湾曲面で構成した(図3)場合とは異なり、円滑に変形することが出来なかった。
As shown in FIG. 4, when the bottom surface 1AA-1 of the groove 1A-1 is formed of a flat surface, the action of forming a chemical solution flow path between the two O-rings at the time of chemical solution injection and the outside of the outer tube 1 It has been confirmed by the inventor's experiment that the action of the two O-rings firmly closing the injection port 1B of the bottom surface 1AA-1 when the pressure rises is not exhibited well.
In other words, in the inventor's experiment, when the bottom surface 1AA-1 of the groove 1A is composed of a flat surface (FIG. 4), the bottom surface 1AA is curved when the O-ring fitted in the groove 1A receives pressure. Unlike the case of being composed of surfaces (Fig. 3), it could not be deformed smoothly.

図5では、外管1の外周面1Dに形成された溝1Aに2本のOリング1Cが嵌合されている。薬液注入作業が行われていない状態では、2本のOリング1Cは実線で示されており、変形することなく、相互間に間隔を空けずに、溝1A内に収容される。そして、溝1Aの底面1AAに形成された注入口1Bは、実線で示す2本のOリング1Cにより閉鎖される。
図5で示す状態では、Oリング1Cの外方端部(図5で左側端部)は外管1の外周面1Dから突出していない。
In FIG. 5, two O-rings 1C are fitted in the groove 1A formed on the outer peripheral surface 1D of the outer tube 1. In the state where the chemical injection operation is not performed, the two O-rings 1C are shown by a solid line and are housed in the groove 1A without deformation and without a gap between them. The injection port 1B formed on the bottom surface 1AA of the groove 1A is closed by two O-rings 1C shown by solid lines.
In the state shown in FIG. 5, the outer end portion (left end portion in FIG. 5) of the O-ring 1C does not protrude from the outer peripheral surface 1D of the outer pipe 1.

図5において、地盤中に薬液を注入する際の2本のOリング1Cが点線で示されている。図示しないパッカー付き注入内管から薬液を吐出すると、当該薬液の吐出圧P1(薬液注入圧力)により、溝1Aの底面1AAに形成した注入口1Bから半径方向外方(図5では左方)に薬液を噴射(吐出)する。
その際に、吐出圧P1(薬液注入圧力)により、Oリング1Cが点線の様に変形し、2本のOリング1C間に間隙が形成され、2本のOリング1C間の間隙は注入薬液の流路Sとなる。そして注入薬液は、Oリング1C間の間隙により構成される流路Sを介して、半径方向外方(図5では左側)に吐出され、地盤中に注入される。
In FIG. 5, the two O-rings 1C when injecting the chemical solution into the ground are shown by dotted lines. When a chemical solution is discharged from an injection inner tube with a packer (not shown), the discharge pressure P1 (chemical solution injection pressure) of the chemical solution causes the injection port 1B formed on the bottom surface 1AA of the groove 1A to be radially outward (left in FIG. 5). Inject (discharge) the chemical solution.
At that time, the O-ring 1C is deformed like a dotted line due to the discharge pressure P1 (chemical injection pressure), a gap is formed between the two O-rings 1C, and the gap between the two O-rings 1C is the injection chemical. It becomes the flow path S of. Then, the injected chemical solution is discharged outward in the radial direction (left side in FIG. 5) through the flow path S formed by the gap between the O-rings 1C, and is injected into the ground.

薬液の注入(吐出)が終了すると、Oリング1Cに作用していた薬液の吐出圧P1が消失するので、Oリング1Cの変形も終了する。図6で示す様に、Oリング1Cは弾性反撥力FRIにより溝1A内に嵌合して、再び注入口1B(吐出口)を閉鎖する。
その結果、図示の実施形態によれば、従来の逆止弁の機能を有する弾性部材(スリーブ状の弾性部材)で構成された弁と同様に、薬液の注入時のみ薬液注入流路Sは開放され、薬液を注入しない時には薬液注入流路Sは閉鎖される。
When the injection (discharge) of the chemical solution is completed, the discharge pressure P1 of the chemical solution acting on the O-ring 1C disappears, so that the deformation of the O-ring 1C is also completed. As shown in FIG. 6, the O-ring 1C is fitted into the groove 1A by the elastic repulsive force FRI, and the injection port 1B (discharge port) is closed again.
As a result, according to the illustrated embodiment, the chemical solution injection flow path S is opened only when the chemical solution is injected, as in the case of a valve composed of an elastic member (sleeve-shaped elastic member) having a function of a conventional check valve. When the chemical solution is not injected, the chemical solution injection flow path S is closed.

図6において、外管1の外周面1Dに形成された溝1Aに嵌合された2本のOリング1Cには、OリングIC自体の弾性反撥力FRIが作用することにより、常時半径方向内方(図6では右側)へ付勢される。
図6で示す様に、Oリング1Cの弾性反撥力FRIは溝1Aの底面1AAに作用し、底面1AAの領域R1、R2が弾性反撥力FRIを受けている。
図5を参照して説明したように、外管1の外周面1Dに形成された溝1Aに嵌合された2本のOリング1Cは、薬液注入に際して注入口1Bから半径方向外方(薬液注入装置の外部の地盤側)に吐出圧P1(薬液注入圧力)を受けた場合に、吐出圧P1によりその断面は円形から変形する。
In FIG. 6, the elastic repulsive force FRI of the O-ring IC itself acts on the two O-rings 1C fitted in the grooves 1A formed on the outer peripheral surface 1D of the outer tube 1, so that the O-rings are always within the radial direction. It is urged toward the direction (on the right side in FIG. 6).
As shown in FIG. 6, the elastic repulsive force FRI of the O-ring 1C acts on the bottom surface 1AA of the groove 1A, and the regions R1 and R2 of the bottom surface 1AA receive the elastic repulsive force FRI.
As described with reference to FIG. 5, the two O-rings 1C fitted in the groove 1A formed on the outer peripheral surface 1D of the outer tube 1 are radially outward (chemical solution) from the injection port 1B when the chemical solution is injected. When the discharge pressure P1 (chemical injection pressure) is applied to the ground side outside the injection device, the cross section is deformed from a circular shape by the discharge pressure P1.

一方でOリング1Cは、常時、半径方向内方へ向かう弾性反撥力FRIを有している。
そのため、Oリング1Cが吐出圧P1によりその断面形状を変形しても、弾性反撥力FRIにより、Oリング1Cが溝1A内に収容された状態を維持する。
換言すると、Oリング1Cが溝1Aからはみ出して、外管1の外周面1Dに乗り上げてしまうこと(図7で示す状態になってしまうこと)は、弾性反撥力FRIにより防止される。
On the other hand, the O-ring 1C always has an elastic repulsive force FRI that goes inward in the radial direction.
Therefore, even if the O-ring 1C deforms its cross-sectional shape due to the discharge pressure P1, the state in which the O-ring 1C is housed in the groove 1A is maintained by the elastic repulsive force FRI.
In other words, the elastic repulsive force FRI prevents the O-ring 1C from protruding from the groove 1A and riding on the outer peripheral surface 1D of the outer tube 1 (the state shown in FIG. 7).

次に図8を参照して、図示の実施形態において、薬液を注入しない際に、薬液注入装置10外部の圧力P2(例えば、地盤中の圧力或いは地盤中の液圧)が上昇した場合におけるOリング1Cの作用を示す。
図8において、薬液注入作業が行われておらず、且つ外管1の外部(薬液注入装置10外部)の圧力P2が上昇していない状態のOリング1Cは、実線で示されている。図8の実線の状態(外部の圧力P2が上昇していない状態)では、Oリング1Cは変形することなく、溝1A内に嵌合している。
Next, with reference to FIG. 8, in the illustrated embodiment, O when the pressure P2 (for example, the pressure in the ground or the hydraulic pressure in the ground) outside the chemical solution injection device 10 rises when the chemical solution is not injected. The action of the ring 1C is shown.
In FIG. 8, the O-ring 1C in a state where the chemical injection operation has not been performed and the pressure P2 outside the outer tube 1 (outside the chemical injection device 10) has not risen is shown by a solid line. In the state of the solid line in FIG. 8 (the state in which the external pressure P2 does not rise), the O-ring 1C is fitted in the groove 1A without being deformed.

これに対して、外管1(薬液注入装置10)の外部の圧力P2が上昇した場合のOリング1Cは、図8において点線で示されている。外部の圧力P2が上昇した場合には、点線で示す様にOリング1Cは外部の圧力P2により押圧されて半径方向(図8では左右方向:圧力P2が作用する方向)に潰れると同時に、外管1の軸方向(図8で上下方向)に拡張しようとする。換言すれば、2本のOリング1Cは半径方向(図8では左右方向)に潰れて軸方向(図8で上下方向)について相互に押圧し合う様に弾性変形して、溝1Aの側面及び底面1AAに強く押し付けられる。また、2本のOリング1Cが半径方向(図8では左右方向:圧力P2が作用する方向)に潰れて、外管1の軸方向(図8で上下方向)に拡張しようとするため、外管1の軸方向の弾性反撥力FCPが作用する。
その結果、外管1の注入口1BはOリング1Cにより、より一層強固に閉鎖され、地盤中の液体(吐出された注入薬液、地下水等)が外管1(薬液注入装置10)内に逆流することが防止される。
なお、薬液注入装置10の外部に圧力P2(図8)が発生している場合であっても、薬液注入の際の薬液入圧力P1(吐出圧力:例えば図5、図7)を外部圧力P2よりも大きく設定すれば(P2<P1)、薬液は地盤に吐出され薬液注入が行われる。
On the other hand, the O-ring 1C when the pressure P2 outside the outer tube 1 (chemical injection device 10) rises is shown by a dotted line in FIG. When the external pressure P2 rises, as shown by the dotted line, the O-ring 1C is pressed by the external pressure P2 and collapses in the radial direction (horizontal direction in FIG. 8: the direction in which the pressure P2 acts), and at the same time, the outside. An attempt is made to expand the pipe 1 in the axial direction (vertical direction in FIG. 8). In other words, the two O-rings 1C are crushed in the radial direction (horizontal direction in FIG. 8) and elastically deformed so as to press each other in the axial direction (vertical direction in FIG. 8), and the side surface of the groove 1A and the groove 1A. It is strongly pressed against the bottom surface 1AA. Further, since the two O-rings 1C are crushed in the radial direction (horizontal direction in FIG. 8: the direction in which the pressure P2 acts) and try to expand in the axial direction of the outer tube 1 (vertical direction in FIG. 8), the outside The axial elastic repulsive force FCP of the tube 1 acts.
As a result, the injection port 1B of the outer pipe 1 is closed more firmly by the O-ring 1C, and the liquid in the ground (discharged injection chemical solution, groundwater, etc.) flows back into the outer pipe 1 (chemical solution injection device 10). Is prevented.
Even when the pressure P2 (FIG. 8) is generated outside the chemical injection device 10, the chemical liquid inlet pressure P1 (discharge pressure: for example, FIGS. 5 and 7) at the time of chemical injection is used as the external pressure P2. If it is set to be larger than (P2 <P1), the chemical solution is discharged to the ground and the chemical solution is injected.

次に図9を参照しつつ、図示の実施形態としては不適切な例として、溝1A内にOリング1Cを1本のみ嵌合させた場合について説明する。
図示の実施形態では、図1〜図8で示す様に、溝1A内にOリング1Cを2本嵌合させており、溝1Aの底面1AAの注入口1Bから半径方向外方に作用する薬液の吐出圧P1(薬液注入圧力)が作用すると、2本のOリング1C間に間隙が形成され、当該間隙により注入薬液の流路Sを構成している。そのため、薬液注入に際して一定の流路Sが確保される。
Next, with reference to FIG. 9, as an example inappropriate as the illustrated embodiment, a case where only one O-ring 1C is fitted in the groove 1A will be described.
In the illustrated embodiment, as shown in FIGS. 1 to 8, two O-rings 1C are fitted in the groove 1A, and a chemical solution acting radially outward from the injection port 1B of the bottom surface 1AA of the groove 1A. When the discharge pressure P1 (chemical injection pressure) of the above is applied, a gap is formed between the two O-rings 1C, and the gap constitutes the flow path S of the injection chemical. Therefore, a constant flow path S is secured when the chemical solution is injected.

それに対して図9で示す例では、薬液注入に際して、溝1Aの底面1AAの注入口1Bから半径方向外方に作用する薬液の吐出圧P1(薬液注入圧力)を受け、Oリング1Cと溝1Aの側面(図9における上方の側面或いは下方の側面)との間の境界部から薬液が吐出されるのか確定しない。そのため、注入薬液の流路は、図9における上方の流路S1と、下方の流路S2が構成され、或いは上方流路S1と下方流路S2が併存してしまう。
そのため、図9で示す様に溝1AにOリング1Aを1本のみ嵌合した場合には、注入薬液する流路が確定せず、均一な薬液注入が行えないため、不適切である。
On the other hand, in the example shown in FIG. 9, when the chemical solution is injected, the O-ring 1C and the groove 1A receive the discharge pressure P1 (chemical solution injection pressure) of the chemical solution acting outward in the radial direction from the injection port 1B of the bottom surface 1AA of the groove 1A. It is uncertain whether the chemical solution is discharged from the boundary portion between the side surface (upper side surface or lower side surface in FIG. 9). Therefore, the upper flow path S1 and the lower flow path S2 in FIG. 9 are configured as the flow path of the injection drug solution, or the upper flow path S1 and the lower flow path S2 coexist.
Therefore, when only one O-ring 1A is fitted in the groove 1A as shown in FIG. 9, the flow path for injecting the chemical solution cannot be determined and uniform chemical injection cannot be performed, which is inappropriate.

図10は、溝1Aの断面形状が不適切な場合として、溝1Aの深さが大きい場合を示している。
図示の実施形態では、図1〜図8の様に、Oリング1Cを嵌合させる溝1Aの深さDH(半径方向距離、図2)は、当該溝1Aに嵌合しているOリング1Cが外管1の外周面1Dから突出しない深さに設定されている。
これに対して図10では、Oリング1Cを嵌合させる溝1Aの深さDH1(半径方向距離)が、Oリング1Cの断面形状の直径寸法に比較して非常に大きく設定されている。そのため、溝1AにOリング1Cを嵌合した際に、Oリング1Cは底面1AAに移動してしまう(矢印M)。
そして、深さDH1が大きい場合には、薬液注入に際して薬液の吐出圧P1(図10では図示せず)が作用しても、溝1Aの壁面によってOリング1Cの弾性変形が阻害されるので、Oリング1Cは図5で示す様な変形をしない。そのため、注入薬液の流路を確保することが出来ず、均一な薬液注入が行えない。
FIG. 10 shows a case where the depth of the groove 1A is large as a case where the cross-sectional shape of the groove 1A is inappropriate.
In the illustrated embodiment, as shown in FIGS. 1 to 8, the depth DH (radial distance, FIG. 2) of the groove 1A into which the O-ring 1C is fitted is the O-ring 1C fitted in the groove 1A. Is set to a depth that does not protrude from the outer peripheral surface 1D of the outer tube 1.
On the other hand, in FIG. 10, the depth DH1 (radial distance) of the groove 1A into which the O-ring 1C is fitted is set to be very large compared to the diameter dimension of the cross-sectional shape of the O-ring 1C. Therefore, when the O-ring 1C is fitted into the groove 1A, the O-ring 1C moves to the bottom surface 1AA (arrow M).
When the depth DH1 is large, even if the discharge pressure P1 (not shown in FIG. 10) of the chemical solution acts during the injection of the chemical solution, the wall surface of the groove 1A inhibits the elastic deformation of the O-ring 1C. The O-ring 1C does not deform as shown in FIG. Therefore, the flow path of the injected chemical solution cannot be secured, and uniform chemical injection cannot be performed.

図11を参照して、外管1における注入口1Bの円周方向位置を説明する。
図11(A)は図1〜図10を参照して説明した実施形態の場合であり、注入口1Bは円周方向に4箇所、等間隔に設けられている。なお、図11では外管1に形成した溝1Aの図示は省略している。
注入口1Bの個数は円周方向に4箇所に限定される訳ではなく、図11(B)、(C)に示す様に、注入口1Bを円周方向で3箇所、円周方向で2箇所、それぞれ等間隔に設けることも出来る。
なお、図示しないが、注入口1Bを円周方向で1箇所のみ形成することも可能であり、注入口1Bを円周方向に5箇所以上形成することも可能である。
The circumferential position of the injection port 1B in the outer tube 1 will be described with reference to FIG.
FIG. 11A shows the case of the embodiment described with reference to FIGS. 1 to 10, and the injection ports 1B are provided at four locations in the circumferential direction at equal intervals. Note that in FIG. 11, the groove 1A formed in the outer tube 1 is not shown.
The number of inlets 1B is not limited to four in the circumferential direction, and as shown in FIGS. 11B and 11C, the number of inlets 1B is 3 in the circumferential direction and 2 in the circumferential direction. It can also be provided at equal intervals.
Although not shown, it is possible to form only one injection port 1B in the circumferential direction, and it is also possible to form five or more injection ports 1B in the circumferential direction.

図示の実施形態を施工するに際しては、先ずボーリング孔H(従来技術を示す図13参照)を削孔する削孔工程を、従来公知の方法で実行する。
次に当該削孔したボーリング孔H内に、図1〜図11を参照して説明した本発明の実施形態の薬液注入装置10を配置する工程を実行する。
そして薬液注入装置10から地盤中に薬液を注入する注入工程を実行する。ここで、当該注入工程は、図5を参照して詳述した通り、パッカー付き注入内管2(図1)のパッカーを膨張した後に薬液を吐出し、薬液注入装置10の注入口1Bから注入薬液が吐出(注入)される。薬液注入の際には、吐出圧P1(薬液注入圧力)によりOリング1Cが変形して薬液を半径方向外方に吐出する(地盤中に注入する)流路Sが形成される。
When constructing the illustrated embodiment, first, a drilling step of drilling a boring hole H (see FIG. 13 showing the prior art) is performed by a conventionally known method.
Next, the step of arranging the chemical solution injection device 10 of the embodiment of the present invention described with reference to FIGS. 1 to 11 is executed in the bored hole H.
Then, the injection step of injecting the chemical solution into the ground from the chemical solution injection device 10 is executed. Here, in the injection step, as described in detail with reference to FIG. 5, the drug solution is discharged after the packer of the injection inner tube 2 with a packer (FIG. 1) is expanded, and the drug solution is injected from the injection port 1B of the drug solution injection device 10. The chemical solution is discharged (injected). When the chemical solution is injected, the O-ring 1C is deformed by the discharge pressure P1 (chemical solution injection pressure) to form a flow path S for discharging the chemical solution outward in the radial direction (injecting into the ground).

そして薬液注入工程に際して、外管1において薬液注入すべき複数の箇所に溝1Aが形成されていれば、当該複数の溝1Aの注入口1Bの位置に対応させて順次、注入内管2を移動、配置させながら、例えば下方領域から上方領域に向かって、地盤中への薬液注入を実行する。
但し、外管1における複数の溝1A(注入口1B)の位置に対応して複数の注入ノズル及び複数のパッカーを有する注入内管を使用すれば、複数の溝1Aの注入口1Bから同時に地盤中に薬液を注入することも出来る。
Then, in the chemical injection step, if the grooves 1A are formed at a plurality of locations where the chemical solution should be injected in the outer tube 1, the injection inner tube 2 is sequentially moved according to the positions of the injection ports 1B of the plurality of grooves 1A. , While arranging, perform chemical injection into the ground, for example, from the lower region to the upper region.
However, if an injection inner pipe having a plurality of injection nozzles and a plurality of packers is used corresponding to the positions of the plurality of grooves 1A (injection ports 1B) in the outer pipe 1, the ground is simultaneously transmitted from the injection ports 1B of the plurality of grooves 1A. It is also possible to inject a chemical solution into it.

また、図示の実施形態において、図8を参照して詳述した通り、薬液注入装置10の外部における圧力P2(地盤中の圧力或いは地盤中の液圧)が上昇した場合には、Oリング1Cが変形して注入口1Bをより一層強固に閉鎖する。
さらに図示の実施形態において、薬液注入装置10の先端(削孔方向先端)に削孔装置(例えば削孔ビット、高圧水噴射機構等、従来技術を示す図13の符号13)を設置すれば、前記ボーリング孔Hの削孔の際に、ボーリング孔Hの削孔と同時に薬液注入装置10がボーリング孔H内に配置されるので、ボーリング孔Hの削孔と薬液注入装置の配置(挿入)を同時に実行することが出来る。
もちろん、薬液注入装置10とは別個に用意した削孔装置によりボーリング孔Hを削孔し、ボーリング孔Hが削孔された後、薬液注入装置10をボーリング孔H内に挿入しても良い。この場合、ボーリング孔Hの削孔と、ボーリング孔H内への薬液注入装置10の挿入(配置)とは同時には実行されず、ボーリング孔Hの削孔の後に、薬液注入装置10が挿入(配置)される。
Further, in the illustrated embodiment, as described in detail with reference to FIG. 8, when the pressure P2 (pressure in the ground or liquid pressure in the ground) outside the chemical solution injection device 10 rises, the O-ring 1C Deforms to close the inlet 1B even more tightly.
Further, in the illustrated embodiment, if a drilling device (for example, a drilling bit, a high-pressure water injection mechanism, etc., reference numeral 13 in FIG. 13 indicating the prior art) is installed at the tip (tip in the drilling direction) of the chemical injection device 10. At the time of drilling the boring hole H, the chemical injection device 10 is arranged in the boring hole H at the same time as the drilling of the boring hole H, so that the drilling of the boring hole H and the arrangement (insertion) of the chemical injection device are performed. It can be executed at the same time.
Of course, the boring hole H may be drilled by a drilling device prepared separately from the chemical injection device 10, and after the boring hole H is drilled, the chemical injection device 10 may be inserted into the boring hole H. In this case, the drilling of the boring hole H and the insertion (arrangement) of the chemical solution injection device 10 into the boring hole H are not executed at the same time, and the chemical solution injection device 10 is inserted (arranged) after the drilling of the boring hole H. Placed).

図示の実施形態によれば、逆止弁の機能を有する弾性部材(スリーブ状の弾性部材)で構成された弁を用いた従来技術と同様に、注入時のみ薬液注入流路Sを開放し、非注入時には薬液注入流路Sが閉鎖される。
ここで図示の実施形態では、Oリング1Cは溝1A内に嵌合しており、溝1Aの半径方向距離(DH:溝の深さ、図2参照)は、そこに嵌合しているOリング1Cが外管1の外周面1Dから突出しない深さに設定されているので、薬液注入装置10をボーリング孔H内に挿入するに際して、Oリング1Cはボーリング孔Hの内壁面と干渉せず、薬液注入装置10のボーリング孔H内の移動の抵抗となることはない。
そのため、Oリング1Cとボーリング孔Hの内壁面との干渉による摩擦で、Oリング1Cが摩耗や破損することはなく、Oリング1Cは弁としての機能を長期間に亘って確実に発揮することが出来る。
According to the illustrated embodiment, the chemical solution injection flow path S is opened only at the time of injection, as in the conventional technique using a valve composed of an elastic member (sleeve-shaped elastic member) having a function of a check valve. At the time of non-injection, the drug solution injection flow path S is closed.
Here, in the illustrated embodiment, the O-ring 1C is fitted in the groove 1A, and the radial distance (DH: groove depth, see FIG. 2) of the groove 1A is the O-ring fitted therein. Since the ring 1C is set to a depth that does not protrude from the outer peripheral surface 1D of the outer tube 1, the O-ring 1C does not interfere with the inner wall surface of the boring hole H when the chemical injection device 10 is inserted into the boring hole H. , It does not act as a resistance to movement in the boring hole H of the chemical injection device 10.
Therefore, the O-ring 1C is not worn or damaged by the friction caused by the interference between the O-ring 1C and the inner wall surface of the boring hole H, and the O-ring 1C surely exerts its function as a valve for a long period of time. Can be done.

さらに図示の実施形態において、薬液注入装置10の外部における圧力P2(例えば、地盤中の圧力或いは地盤中の液圧)が上昇した場合には、当該圧力P2により2本のOリング1Cは相互に押圧し合う状態に変形し、且つ、溝1Aの底面1AAに強く押し付けられる。そのため、外管1の注入口1BはOリング1Cにより、より一層強固に閉鎖される(図8参照)。
その結果、外部における圧力P2(例えば、地盤中の圧力或いは地盤中の液圧)が上昇しても、外管1の注入口1BはOリング1Cにより強固に閉鎖されているので、地盤中の液体(吐出された注入薬液も含む)が薬液注入装置10内に逆流することが防止される。
Further, in the illustrated embodiment, when the pressure P2 (for example, the pressure in the ground or the liquid pressure in the ground) outside the chemical injection device 10 rises, the pressure P2 causes the two O-rings 1C to mutually move. It is deformed into a state of being pressed against each other, and is strongly pressed against the bottom surface 1AA of the groove 1A. Therefore, the injection port 1B of the outer tube 1 is closed more firmly by the O-ring 1C (see FIG. 8).
As a result, even if the external pressure P2 (for example, the pressure in the ground or the liquid pressure in the ground) rises, the injection port 1B of the outer pipe 1 is firmly closed by the O-ring 1C, so that it is in the ground. It is prevented that the liquid (including the discharged injected chemical solution) flows back into the chemical solution injection device 10.

図示の実施形態はあくまでも例示であり、本発明の技術的範囲を限定する趣旨の記述ではないことを付記する。
例えば、円環状弾性部材として、実施形態ではゴム製のOリングを例示したが、他の材質によるものでも良く、また円環状弾性部材の断面形状も円形でなくても良い。
It is added that the illustrated embodiment is merely an example and is not a description intended to limit the technical scope of the present invention.
For example, as the annular elastic member, a rubber O-ring is exemplified in the embodiment, but it may be made of another material, and the cross-sectional shape of the annular elastic member may not be circular.

1・・・外管
1A・・・溝
1AA・・・底面
1B・・・・注入口
1C・・・Oリング(円環状弾性部材)
1D・・・外周面
2・・・注入内管(パッカー付き内管)
10・・・薬液注入装置
H・・・ボーリング孔
S、S1、S2・・・薬液流路
1 ... Outer tube 1A ... Groove 1AA ... Bottom surface 1B ... Injection port 1C ... O-ring (annular elastic member)
1D ・ ・ ・ Outer surface 2 ・ ・ ・ Injection inner tube (inner tube with packer)
10 ... Chemical injection device H ... Boring holes S, S1, S2 ... Chemical flow path

Claims (3)

ボーリング孔(H)を削孔する削孔工程と、
外管(1)と注入内管(2)を備え、前記外管(1)にバルブが設けられており、当該バルブは前記外管(1)の外周面(1D)形成され前記外管(1)の円周方向へ延在する溝(1A)と当該溝(1A)に嵌合した2本の円環状弾性部材(1C)含んでおり、前記溝(1A)には円周方向等間隔に注入口(1B)が形成され、前記溝(1A)外管(1)の外周面(1D)から溝の底面(1AA)に至る側面及び底面(1AA)を有しているが傾斜面は有しておらず、前記溝(1A)の前記側面と底面(1AA)との境界部分が湾曲面で構成され、且つ、前記底面(1AA)が湾曲面で構成され、前記溝(1A)の半径方向距離(DH)は、そこに嵌合している円環状弾性部材(1C)が外管(1)の外周面(1D)から突出しない深さに設定されており、前記溝(1A)に嵌合された2本の円環状弾性部材(1C)には常時半径方向内方へ付勢され、前記溝(1A)内に収容された状態を維持する薬液注入装置(10)を、前記ボーリング孔(H)内に配置(挿入)する薬液注入装置配置工程と、
薬液を注入する注入工程を含み、当該注入工程は、
前記薬液注入装置(10)の注入口(1B)から注入薬液が吐出される際に、前記円環状弾性部材(1C)が変形して薬液を半径方向外方に吐出する流路(S)が形成される工程を有しており、
流路(S)が形成される工程において、前記円環状弾性部材(1C)は溝(1A)から内に収容された状態を維持し、外管(1)の外周面(1D)に乗り上げることが防止されることを特徴とする薬液注入工法。
The drilling process for drilling the boring hole (H) and
The outer pipe (1) and the injection inner pipe (2) are provided, and a valve is provided in the outer pipe (1). The valve is formed on the outer peripheral surface (1D) of the outer pipe (1) and is the outer pipe. A groove (1A) extending in the circumferential direction of (1) and two annular elastic members (1C) fitted in the groove (1A ) are included, and the groove (1A) includes a groove (1A) in the circumferential direction. Injection ports (1B) are formed at equal intervals, and the groove (1A) has a side surface (1AA) extending from the outer peripheral surface (1D) of the outer pipe (1) to the bottom surface (1AA) of the groove. the inclined surface has no, the sides and the boundary portion between the bottom surface (1AA) of the groove (1A) is composed of a curved surface, and the bottom surface (1AA) is constituted by a curved surface, said groove ( 1A radial distance (DH) of) is set to a depth not protrude from the annular elastic member is fitted thereto (the outer peripheral surface of 1C) the outer tube (1) (1D), said groove A chemical injection device (10) that is constantly urged inward in the radial direction to the two annular elastic members (1C) fitted to the (1A) and maintains a state of being housed in the groove (1A). In the process of arranging (inserting) the chemical solution injection device in the boring hole (H) , and
The injection step includes an injection step of injecting a drug solution.
When the injected chemical solution is discharged from the injection port (1B ) of the chemical solution injection device (10), the annular elastic member (1C) is deformed to form a flow path (S) for discharging the chemical solution outward in the radial direction. has a step to be formed,
In the step of forming the flow path (S), the annular elastic member (1C) is maintained in a state of being accommodated inside from the groove (1A) and rides on the outer peripheral surface (1D) of the outer pipe (1). A chemical injection method characterized by the prevention of
前記薬液注入装置の外部における圧力が上昇した場合に前記円環状弾性部材が変形して前記注入口を閉鎖する工程を含む請求項1の薬液注入工法。 The chemical injection method according to claim 1, further comprising a step of deforming the annular elastic member to close the injection port when the pressure outside the chemical injection device increases. 外管(1)と注入内管(2)を備え、
前記外管(1)にバルブが設けられており、
当該バルブは、前記外管(1)の外周面(1D)形成され前記外管(1)の円周方向へ延在する溝(1A)と、当該溝(1A)に嵌合した2本の円環状弾性部材(1C)含んでおり、
前記(1A)には円周方向等間隔に注入口(1B)が形成され、
前記溝(1A)は、外管(1)の外周面(1D)から溝の底面(1AA)に至る側面及び底面(1AA)を有しているが、傾斜面は有しておらず、
前記溝(1A)の前記側面と底面(1AA)との境界部分が湾曲面で構成され、且つ、前記底面(1AA)が湾曲面で構成され、
前記溝(1A)の半径方向距離(DH)は、そこに嵌合している円環状弾性部材(1C)が外管(1)の外周面(1D)から突出しない深さに設定されており、前記溝(1A)に嵌合された2本の円環状弾性部材(1C)には常時半径方向内方へ付勢され、前記溝(1A)内に収容された状態を維持することを特徴とする薬液注入装置。
Equipped with an outer tube (1) and an injection inner tube (2)
A valve is provided in the outer pipe (1).
The valve includes two of said outer tube is formed on an outer peripheral surface (1D) and extending grooves (1A) in the circumferential direction (1), fitted to the grooves (1A) of the outer tube (1) includes an annular elastic member (1C),
Wherein the grooves (1A) inlet (1B) are formed at equal circumferential intervals,
The groove (1A) has a side surface (1AA) extending from the outer peripheral surface (1D) of the outer pipe (1) to the bottom surface (1AA) of the groove, but does not have an inclined surface.
The boundary portion between the side surface and the bottom surface (1AA) of the groove (1A) is formed of a curved surface, and the bottom surface (1AA) is formed of a curved surface.
The radial distance of the grooves (1A) (DH) is set to a depth as not to protrude from the outer peripheral surface of the annular elastic member is fitted thereto (1C) the outer tube (1) (1D) , The two annular elastic members (1C) fitted in the groove (1A) are always urged inward in the radial direction to maintain the state of being housed in the groove (1A). Chemical injection device.
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