JP3703114B2 - Multiple pipe and injection method using the same - Google Patents

Multiple pipe and injection method using the same Download PDF

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JP3703114B2
JP3703114B2 JP03212096A JP3212096A JP3703114B2 JP 3703114 B2 JP3703114 B2 JP 3703114B2 JP 03212096 A JP03212096 A JP 03212096A JP 3212096 A JP3212096 A JP 3212096A JP 3703114 B2 JP3703114 B2 JP 3703114B2
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packer
rubber layer
tube
ground
pipe
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JPH09221739A (en
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崎 光 弘 柴
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Chemical Grouting Co Ltd
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Chemical Grouting Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、地盤を穿孔し、該孔から薬液を注入して地盤を改良するに際し、薬液が穿孔から流出するのを防止するパッカが内蔵された多重管に関する。
【0002】
【従来の技術】
トンネル掘削等に際し、軟弱地盤を改良するのに、小型のボーリングマシンで地盤を穿孔し、該孔に多重管を挿入して、該管を介して薬液を注入し、軟弱地盤を薬液で改良することは従来より広く行われている。
【0003】
その際、薬液を軟弱地盤の広範囲に亘って浸透させるために、薬液はかなりの高圧でもって注入されるが、薬液が掘削孔を上昇(逆流)して外部へ流出しない様に、パッカを膨張させて孔壁に密着させて、逆流して来た薬液を遮断する。
【0004】
この種のパッカの多くは、特開平6−173243号公報や特願平6−170649号に見られるように、薬液を注入する多重管の一部に加圧ガスである圧縮空気により膨張するゴム層を設け、地盤の穿孔を終え多重管を穿孔に挿入する際に、パッカとなるゴム層を収縮させておき、多重管を経て薬液を注入する際は、ゴム層を膨張してシールする様に構成されている。
【0005】
【発明が解決しようとする課題】
しかし、従来のパッカの場合は、圧縮空気により膨張してパッカとしてのシール(或いは遮断)作用をなすゴム層(ゴムパイプ)がそのまま露出しており、ゴム層を保護するものがない。そのため、パッカの穿孔への挿入時にゴム層であるパッカ部が掘削孔壁と擦れて損傷し易く、時には孔壁との摩擦により擦り切れてしまい、パッカとして用をなさなくなる、という問題が存在する。
【0006】
本発明は上述した様な従来技術の問題点に鑑みて提案されたもので、パッカとなるゴム層を保護し、パッカを掘削孔へ挿入する際に、ゴム層であるパッカ部が掘削孔壁と擦れて損傷することを防止し、長期に亘って繰返し使用することを可能ならしめた多重管の提供を目的としている。
【0007】
【課題を解決するための手段】
本発明の多重管は、地盤に穿孔された掘削孔内に挿入されて、地盤を改良するための薬液を注入する多重管において、該多重管は、加圧ガスにより膨張して孔壁に密着し以て薬液の流出を防止するパッカを構成するためのゴム層を備え、該ゴム層の外周面には、バネ鋼から構成され且つ菅の軸線方向に延在する棒材が、管の周方向に適宜の間隔を隔てて且つ前記ゴム層の外周面を被覆する態様で、配置されている。
【0008】
上述した様な構成を具備する本発明の多重管を用いて薬液注入工法を施工すれば、薬液を注入して地盤を改良するにあたって、掘削孔に多重管を挿入する際に、ゴム層はその表面が棒材により保護されているため掘削孔壁と接触しない。そのため、ゴム層が掘削孔壁と擦れて損傷してしまうことが防止される。
【0009】
パッカを内蔵した多重管を掘削孔内に挿入した後、圧縮空気を供給すると、パッカ部のゴム層が膨張し、その外周部が掘削孔壁と密着して、下方から上昇する薬液をシール或いは遮断する。その際、バネ鋼からなる棒材は弾性を有しているため半径方向外方へ広がる(膨脹する)様に変形する。そして、該棒材はバネ鋼の弾性により、圧縮空気を排除すれば半径方向内方に収縮して、自力で元の状態に復元する。
【0010】
この様に、本発明によればパッカ部のゴム層が傷付くことがないので、繰返し多重管を使用することができる。そして薬液注入に際して、下方から上昇する薬液のシール或いは遮断を確実に行うことが出来る。
【0011】
ここで、前記棒材は、多重管のパッカ部以外の部分、すなわち前記加圧ガスによって実質上膨張しない補強層、により固定されているのが好ましい。そして、本発明の多重管においては、パッカ部では、バネ鋼よりなる棒材がゴム層と共に外部に露出している。
【0012】
本発明の実施に際しては、バネ鋼から構成される前記棒材とゴム層から成るパッカ部は、多重管の軸線方向に間隔を隔てて複数段設けられていても良いし、或いは、多重管の軸線方向に1箇所だけ設けても良い。複数段設ける場合においては、多重管の軸線方向について連続する2箇所のパッカ部は、バネ鋼から構成される前記棒材の周方向位置が相互にずれる様に配置されているのが好ましい。パッカ部を複数段設け、多重管の軸線方向について連続する2箇所のパッカ部の棒材の周方向位置を相互にずらせば、所謂「ラビリンス・シール」の作用により、薬液の逆流が遮断されるからである。
【0013】
また本発明の多重管は、地盤に穿孔された掘削孔内に挿入されて、地盤を改良するための薬液を注入する多重管において、該多重管は、加圧ガスにより膨張して孔壁に密着し以て薬液の流出を防止するパッカを構成するためのゴム層を備え、該ゴム層の外周面には、バネ力により常時内方に付勢されてゴム層の外周面の一部を被覆する帯状の保護板が、多重管の周方向に適宜の間隔を隔てて複数枚配置されている。
【0014】
ここで、前記保護板は回動軸を中心として回動自在であり、該回動軸の両端部は、多重管のパッカ部以外の部分、すなわち前記加圧ガスによって実質上膨張しない補強層により回動可能に軸支されているのが好ましい。
【0015】
この様な構成を具備する本発明によれば、ゴム層はその外周面の一部が帯状の保護板によって覆われているので、掘削孔壁と接触することなく、多重管を掘削孔内に挿入することが出来る。そのため、パッカ部のゴム層が傷付くことがなくなり、繰返し多重管を使用することができる。
【0016】
パッカを内蔵した多重管を掘削孔内に挿入した後、圧縮空気を供給すると、パッカ部のゴム層が膨張し、その外周部が掘削孔壁と密着して、下方から上昇する薬液をシール或いは遮断する。その際、前記保護板は半径方向外方へ膨脹する方向へ回動するので、パッカの膨脹を妨げることは無い。そして、保護板はバネ力により常時内方に付勢されているため、圧縮空気を排除すれば半径方向内方に収縮して、元の状態に復元する。
【0017】
本発明の実施に際して、前記保護板及びゴム層から成るパッカ部は、多重管の軸線方向に互いに間隔を隔てて複数段設けることが好ましい。この場合、多重管の軸線方向について連続する2箇所のパッカ部は、前記保護板の周方向位置が相互にずれる様に配置されているのが好ましい。保護板の回動部分にはパッカで遮断されない部分が存在するが、パッカ部を複数段設け、多重管の軸線方向について連続する2箇所のパッカ部の保護板(の回動部分)の周方向位置を相互にずらせば、所謂「ラビリンス・シール」と同等の作用により、薬液の逆流が遮断されるからである。
【0018】
上述した多重管を用いた本発明の注入工法は、地盤に掘削孔を穿孔する掘削工程と、穿孔された掘削孔内に多重管を挿入する多重管挿入工程と、多重管に設けられたパッカに対して地上からガスを供給してパッカを膨脹せしめ、掘削孔のパッカ上方の領域とパッカ下方の領域とを液密に遮断するパッカ膨脹工程と、地盤を改良するための薬液を注入する薬液注入工程と、薬液注入後に所定時間が経過したならばパッカに供給された前記ガスをパッカ内から排出してパッカを収縮させるパッカ収縮工程とを有しており、前記多重管は、加圧ガスにより膨張して孔壁に密着し以て薬液の流出を防止するパッカを構成するためのゴム層を備え、該ゴム層の外周面には、バネ鋼から構成され且つ菅の軸線方向に延在する棒材が、管の周方向に適宜の間隔を隔てて且つ前記ゴム層の外周面を被覆する態様で、配置されていることを特徴としている。
【0019】
或いは、上述した多重管を用いた本発明の注入工法は、地盤に掘削孔を穿孔する掘削工程と、穿孔された掘削孔内に多重管を挿入する多重管挿入工程と、多重管に設けられたパッカに対して地上からガスを供給してパッカを膨脹せしめ、掘削孔のパッカ上方の領域とパッカ下方の領域とを液密に遮断するパッカ膨脹工程と、地盤を改良するための薬液を注入する薬液注入工程と、薬液注入後に所定時間が経過したならばパッカに供給された前記ガスをパッカ内から排出してパッカを収縮させるパッカ収縮工程とを有しており、前記多重管は、加圧ガスにより膨張して孔壁に密着し以て薬液の流出を防止するパッカを構成するためのゴム層を備え、該ゴム層の外周面には、バネ力により常時内方に付勢されてゴム層の外周面の一部を被覆する帯状の保護板が、多重管の周方向に適宜の間隔を隔てて複数枚配置されていることを特徴としている。
【0020】
この様な注入工法を用いれば、パッカの膨脹・収縮を多数回に亘って繰り返し行うことが出来るので、非常に好都合である。
【0021】
ここで、上述した多重管を用いた本発明の注入工法において、パッカを膨脹させるために供給されるガスは、膨脹したパッカが収縮する復元速度が大きくなる様なガスを選択するのが好ましい。その様なガスを選択すれば、前記パッカ収縮工程に費やされる時間が短縮されるのみならず、地盤の経時的な変化に追随する速度が速くなるため、変形し易い地盤に対して薬液注入工法を施工する際に、周囲に悪影響を及ぼす恐れが無くなるからである。なお、「膨脹したパッカが収縮する復元速度が大きくなる様なガス」としては、例えば、窒素ガス(N2 ガス)が好ましい。
【0022】
さらに本発明において、前記パッカは多重管との接続部は芯材が入っているゴムで構成されており、該接続部以外の箇所は芯材が入っていないゴムで構成されているのが好ましい。
パッカは、膨脹することにより掘削孔の内周面に当接し、パッカ上方の領域とパッカ下方の領域とを液密に遮断するものであるため、掘削孔の内周面の形状に追従する程度の可撓性を有している必要があると共に、所定以上の強度を有していなければならない。一方、パッカと多重管の接続部からの漏洩を防止するため、該接続部においては、十分な強度を有し且つ変形し難い材質、すなわち可撓性に欠ける材質でパッカを構成しなければならない。ここで、芯材が入っているゴムは強度が向上するが可撓性は小さい。従って、パッカと多重管との接続部を芯材が入っているゴムで構成し、且つ、接続部以外のパッカを芯材が入っていないゴムで構成すれば、上述の要請を満たすことが出来るのである。
【0023】
本発明のパッカに好適なゴム、すなわち掘削孔の内周面の形状に追従する程度の可撓性を有している必要があると共に、所定以上の強度を有しているゴムとしては、例えば、天然ゴム、イソプレンゴム、スチレンブタジエンゴム、ブタジエンゴム、クロロプレンゴム、ニトリルブタジエンゴム、エチレンプロピレンゴム、ブチルゴム、ハイパロン、アクリルゴム、ウレタンゴム、シリコンゴム、フッソゴム、多硫化ゴムがある。特に天然ゴム、ウレタンゴムが好ましい。
【0024】
【発明の実施の形態】
図1〜図4に本発明の第1の実施の形態を示す。
多重管1は、加圧ガスである圧縮空気により膨張し掘削孔壁に密着して薬液の流出を防ぐゴム層2を備え、パッカ部となる該ゴム層2の外周面には、バネ鋼よりなる棒材3が管の周方向に適宜の間隔を隔てて管の軸線方向に複数本、図示の例では8本設けられている。棒材3は、ゴム層2の外周面を被覆し、加圧ガス(例えば窒素ガス:以下同じ)によって実質上膨張しない補強層4(パッカ部以外の多重管の部分)により固定されている。
【0025】
ゴム層2は、例えばウレタンゴムで構成されている。そして、明確には図示されていないが、パッカ部となるゴム層2の内部には、多重管1との境界部分においては芯材が埋設されているが、境界部分には該当しない部分には芯材を埋設していない。
【0026】
補強層4は、合成繊維層と鋼線層とからなるものが好適である。図示の例では、パッカとなる部分が3箇所設けられている。また、隣り合うパッカ部のバネ鋼よりなる棒材3は、管の周方向において相互にずらして配置されている。
【0027】
なお、図示は省略されているが、ゴム層2のさらに内方には薬液を供給するための合成樹脂ホースが設けられている。
【0028】
薬液注入によって地盤を改良するには、まず小型のボーリングマシンにより地盤を穿孔する。次いで、該掘削孔に前記の多重管1を挿入することになるが、その際、ゴム層2は、その表面が棒材3により保護されているので、掘削孔壁と接することはなく、掘削孔壁と擦れてゴム層2が傷付く等の不都合はない。図1及び図2は多重管1の挿入の際の状態を示す。
【0029】
多重管1を掘削孔の所定の位置に設置し終えれば、加圧ガスである窒素ガス(N2 ガス)を供給してパッカ部のゴム層2を膨張させる。その際、図3及び図4に示すように、棒材3も外方へ広がるものであるが、棒材3はバネ鋼からなるものであることからして、加圧ガスを排除すれば自力で図1及び図2に示す元の状態に戻る。
【0030】
パッカ部のゴム層2を膨張させ掘削孔壁に密着させることでシール或いは遮断する。この場合、図4に示す棒材3が設けられたRの部分から多少薬液が漏れることがある。そこで、先に述べたように、隣り合うパッカ部の棒材3を管の周方向において相互にずらして配置する。これによりR部からの薬液の漏れは完全に阻止(遮断)される。
【0031】
前述の態様でパッカを作用した後、多重管1を介して薬液を注入し、地盤改良を行う。該掘削孔による薬液の注入を終えれば、パッカ部から加圧ガスを排出してゴム層2を収縮させ、多重管1を掘削孔から引き抜いて次の掘削孔による薬液の供給に供する。
【0032】
なお、棒材を設けたパッカ部は1箇所だけであってもよいが、図のように複数箇所(3箇所)設ければ、シール或いは遮断はより確実なものとなる。
【0033】
図5〜図8に本発明の第2の実施の形態を示し、多重管10は、加圧ガスである圧縮空気により膨張し掘削孔壁に密着して薬液の流出を防ぐゴム層11を備え、パッカ部となる該ゴム層11の外周面に、バネ力により常時内方に付勢されてゴム層の一部を覆う帯状の保護板12を管の周方向に間隔をへだてて複数枚、図示の例では4枚設けられている。この保護板12は金属板よりなるものであって、棒材13により管に取付けられている。ゴム層のさらに内層には薬液を通す合成樹脂ホース14が設けられている。
【0034】
図5及び図6は、掘削孔に多重管10を挿入する際の保護板12の状態を示し、ゴム層11はその表面が保護板12により保護されて掘削孔壁と接することはなく、掘削孔壁と擦れてゴム層11が傷付くことがない。
【0035】
加圧ガスを供給することによりパッカ部のゴム層11は図7及び図8に示すように膨張し、ゴム層11が掘削孔壁と密着してシール或いは遮断する。この実施の形態の場合も、保護板12の取付部Rから多少薬液が漏れることがあるので、隣り合うパッカ部の保護板12を管の周方向において相互にずらして配置する。これによりR部からの薬液の漏れは完全に阻止される。
【0036】
なお、保護板を設けたパッカ部は1箇所だけであってもよいが、図示のように複数箇所(3箇所)設ければシール或いは遮断はより確実なものとなる。
【0037】
【発明の効果】
本発明の多重管及び注入工法によれば、パッカ部のゴム層はその表面が棒材あるいは板材により保護されているので、薬液を注入して地盤を改良するに際し、掘削孔に多重管を挿入する際、ゴム層が掘削孔壁と擦れて傷付くことがなく、長期に亘り繰返し多重管を良好な状態で使用することができる。
【0038】
また、パッカ部のゴム層の表面に棒材あるいは板材が設けらてれいても、棒材あるいは板材はバネ作用をなすものであるので、加圧ガスを供給すると支障なくパッカ部のゴム層は膨張し掘削孔壁と密着してよくシール或いは遮断する。その際、棒材あるいは板材は外方へ広がるが加圧ガスを排除すれば自力で元の状態に戻りそのまま使用できる。
【0039】
また、棒材あるいは板材を設けたパッカ部を複数箇所設け、隣り合うパッカ部の棒材あるいは板材を管の周方向において相互にずらして配置することで、より確実なシール或いは遮断を行うことができる。
【0040】
さらに本発明の注入工法で、膨脹したパッカが収縮する復元速度が大きくなる様なガスを使用すれば、前記パッカ収縮工程に費やされる時間が短縮されるのみならず、地盤の経時的な変化に追随する速度が速くなるため、変形し易い地盤に対して薬液注入工法を施工する際に、周囲に悪影響を及ぼす恐れが無くなるので、好適である。
【図面の簡単な説明】
【図1】第1の実施形態において、多重管のパッカが収縮した状態を示す正面図。
【図2】図1のパッカ部の拡大断面図。
【図3】図1の多重管において、パッカの膨脹状態を示す正面図。
【図4】図3のパッカ部の拡大断面図。
【図5】第2の実施形態において、パッカが収縮している状態を示す正面図。
【図6】図5のパッカ部の拡大断面図。
【図7】図5の多重管において、パッカの膨脹状態を示す正面図。
【図8】図7のパッカ部の拡大断面図。
【符号の説明】
1・・・パッカ内蔵多重管
2・・・ゴム層
3・・・バネ鋼よりなる棒材
4・・・補強層
10・・・パッカ内蔵多重管
11・・・ゴム層
12・・・保護板
13・・・棒材
14・・・合成樹脂製ホース
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a multiplex tube having a built-in packer that prevents a chemical liquid from flowing out from the perforation when the ground is drilled and a chemical solution is injected from the hole to improve the ground.
[0002]
[Prior art]
For tunnel excavation, etc., to improve the soft ground, drill the ground with a small boring machine, insert multiple pipes into the hole, inject chemicals through the pipes, and improve the soft ground with chemicals This has been done more widely than before.
[0003]
At that time, in order to infiltrate the chemical solution over a wide area of the soft ground, the chemical solution is injected at a considerably high pressure, but the packer is expanded so that the chemical solution does not flow up to the outside through the drilling hole (reverse flow). It is made to adhere to a hole wall and the chemical | medical solution which flowed backwards is interrupted | blocked.
[0004]
Most of this type of packer is a rubber which is expanded by compressed air, which is a pressurized gas, in a part of a multiple pipe for injecting a chemical solution as disclosed in JP-A-6-173243 and JP-A-6-170649. When the layer is provided and the ground tube is drilled and the multiple tube is inserted into the hole, the rubber layer that becomes the packer is contracted, and when the chemical solution is injected through the multiple tube, the rubber layer is expanded and sealed. It is configured.
[0005]
[Problems to be solved by the invention]
However, in the case of a conventional packer, a rubber layer (rubber pipe) that expands by compressed air and performs a sealing (or blocking) function as the packer is exposed as it is, and there is nothing that protects the rubber layer. For this reason, there is a problem that the packer portion, which is a rubber layer, is easily damaged by rubbing against the excavation hole wall during insertion of the packer into the perforation, and sometimes it is worn out by friction with the hole wall, making it unusable as a packer.
[0006]
The present invention has been proposed in view of the problems of the prior art as described above, and protects the rubber layer serving as the packer, and when the packer is inserted into the drilling hole, the packer portion which is the rubber layer is used as the drilling hole wall. It is an object of the present invention to provide a multiple tube that can be prevented from being damaged by rubbing and can be used repeatedly over a long period of time.
[0007]
[Means for Solving the Problems]
The multiple pipe of the present invention is inserted into a drilling hole drilled in the ground, and injects a chemical solution for improving the ground, the multiple pipe is expanded by pressurized gas and closely contacts the hole wall. Thus, a rubber layer for constituting a packer for preventing the outflow of the chemical solution is provided, and a bar made of spring steel and extending in the axial direction of the rod is provided on the outer peripheral surface of the rubber layer. The rubber layer is arranged in a manner covering the outer peripheral surface of the rubber layer with an appropriate interval in the direction.
[0008]
When the chemical solution injection method is applied using the multiple pipe of the present invention having the above-described configuration, when the multiple pipe is inserted into the excavation hole when the chemical solution is injected to improve the ground, the rubber layer Since the surface is protected by a bar, it does not come into contact with the borehole wall. Therefore, it is possible to prevent the rubber layer from being rubbed and damaged with the borehole wall.
[0009]
When compressed air is supplied after inserting the multi-pipe containing the packer into the excavation hole, the rubber layer of the packer part expands and its outer peripheral part comes into close contact with the excavation hole wall to seal the chemical solution rising from below or Cut off. At this time, since the bar made of spring steel has elasticity, it is deformed so as to expand (expand) radially outward. Then, due to the elasticity of the spring steel, the bar contracts radially inward when compressed air is excluded, and restores to its original state by itself.
[0010]
As described above, according to the present invention, the rubber layer of the packer portion is not damaged, so that a multiple tube can be used repeatedly. In addition, when the chemical solution is injected, the chemical solution rising from below can be reliably sealed or blocked.
[0011]
Here, it is preferable that the bar is fixed by a portion other than the packer portion of the multiple tube, that is, a reinforcing layer that does not substantially expand by the pressurized gas. In the multiplex tube of the present invention, a bar made of spring steel is exposed to the outside together with the rubber layer in the packer portion.
[0012]
In carrying out the present invention, the bar portion made of spring steel and the packer portion made of a rubber layer may be provided in a plurality of stages at intervals in the axial direction of the multiple tube, or the multiple tube Only one location in the axial direction may be provided. In the case where a plurality of stages are provided, it is preferable that the two packer portions that are continuous in the axial direction of the multiple tube are arranged so that the circumferential positions of the bar members made of spring steel are shifted from each other. By providing a plurality of packer sections and shifting the circumferential position of the bar material of the two packer sections that are continuous in the axial direction of the multiple pipe, the reverse flow of the chemical is blocked by the action of a so-called “labyrinth seal”. Because.
[0013]
The multiple pipe of the present invention is inserted into a drilling hole drilled in the ground, and injects a chemical solution for improving the ground, the multiple pipe is expanded by pressurized gas to the hole wall. A rubber layer for constituting a packer that prevents the outflow of the chemical solution by adhering to the rubber layer is provided. A plurality of belt-shaped protective plates to be covered are arranged at an appropriate interval in the circumferential direction of the multiple tube.
[0014]
Here, the protective plate is rotatable about a rotation axis, and both end portions of the rotation shaft are formed by portions other than the packer portion of the multiple tube, that is, a reinforcing layer that does not substantially expand by the pressurized gas. It is preferably pivotally supported.
[0015]
According to the present invention having such a configuration, since the rubber layer is partially covered with a band-shaped protective plate, the multiple pipes are placed in the excavation hole without contacting the excavation hole wall. Can be inserted. For this reason, the rubber layer of the packer portion is not damaged, and a multiple tube can be used repeatedly.
[0016]
When compressed air is supplied after inserting the multi-pipe containing the packer into the excavation hole, the rubber layer of the packer part expands and its outer peripheral part comes into close contact with the excavation hole wall to seal the chemical solution rising from below or Cut off. At this time, since the protective plate rotates in the direction of expanding outward in the radial direction, the expansion of the packer is not hindered. Since the protective plate is always urged inward by the spring force, if the compressed air is removed, the protective plate contracts radially inward to restore the original state.
[0017]
In carrying out the present invention, it is preferable to provide a plurality of packer portions made of the protective plate and the rubber layer at intervals in the axial direction of the multiple tube. In this case, it is preferable that the two packer portions that are continuous in the axial direction of the multi-pipe are arranged so that the circumferential positions of the protective plates are shifted from each other. There are parts that are not blocked by the packer in the rotating part of the protective plate, but the packer part is provided in multiple stages and the circumferential direction of the protective plate (rotating part) of the two packer parts that are continuous in the axial direction of the multiple tube This is because if the positions are shifted from each other, the backflow of the chemical solution is blocked by the same action as a so-called “labyrinth seal”.
[0018]
The injection method of the present invention using the above-described multiple pipes includes a drilling process for drilling a drill hole in the ground, a multiple pipe insertion process for inserting a multiple pipe into the drilled drill hole, and a packer provided in the multiple pipe. A packer expansion process in which gas is supplied from the ground to inflate the packer and the area above the packer in the excavation hole and the area below the packer are liquid-tightly blocked, and a chemical solution for injecting a chemical solution for improving the ground An injection process, and a packer contraction process in which the gas supplied to the packer is discharged from the packer and contracts the packer when a predetermined time has elapsed after the chemical solution injection. And a rubber layer for constituting a packer that prevents the outflow of the chemical liquid by being in close contact with the hole wall, and the outer peripheral surface of the rubber layer is made of spring steel and extends in the axial direction of the flange The bar to be In a manner that and covering the outer peripheral surface of the rubber layer at a, is characterized in that it is arranged.
[0019]
Alternatively, the injection method of the present invention using the above-described multiple pipe is provided in the multiple pipe, an excavation process of drilling a drill hole in the ground, a multiple pipe insertion process of inserting the multiple pipe into the drilled hole, and the multiple pipe A packer expansion process that inflates the packer by supplying gas from the ground to the packed packer and liquid-tightly blocks the area above the packer and the area below the packer in the excavation hole, and injects chemicals to improve the ground And a packer shrinkage step for shrinking the packer by discharging the gas supplied to the packer when a predetermined time has elapsed after the chemical solution is poured. A rubber layer is provided for constituting a packer that expands by pressurized gas and adheres to the hole wall to prevent the outflow of the chemical solution. The outer peripheral surface of the rubber layer is constantly urged inward by a spring force. Band covering a part of the outer peripheral surface of the rubber layer Protective plate is, is characterized in that it is arranged a plurality at a proper interval in the circumferential direction of the multiple tube.
[0020]
If such an injection method is used, the packer can be repeatedly expanded and contracted many times, which is very convenient.
[0021]
Here, in the injection method of the present invention using the above-described multiple tube, it is preferable to select a gas that is supplied to expand the packer so that the restoration speed at which the expanded packer contracts becomes large. If such a gas is selected, not only the time spent in the packer shrinking process is shortened, but also the speed of following the change over time of the ground increases, so that the chemical injection method for the easily deformed ground This is because there is no possibility of adversely affecting the surroundings when constructing. For example, nitrogen gas (N 2 gas) is preferable as the “gas that increases the restoring speed at which the expanded packer contracts”.
[0022]
Furthermore, in the present invention, it is preferable that the packer is composed of rubber containing a core material in the connection portion with the multiple tube, and the portion other than the connection portion is composed of rubber containing no core material. .
The packer abuts against the inner peripheral surface of the excavation hole by expanding and blocks the area above the packer and the area below the packer in a liquid-tight manner, so that the packer follows the shape of the inner peripheral surface of the excavation hole. It is necessary to have the above-mentioned flexibility and to have a predetermined strength or more. On the other hand, in order to prevent leakage from the connection portion between the packer and the multi-pipe, the connection portion must be made of a material having sufficient strength and hardly deformed, that is, a material lacking flexibility. . Here, the rubber containing the core material is improved in strength but less flexible. Therefore, if the connecting portion between the packer and the multi-pipe is made of rubber containing a core material, and the packer other than the connecting portion is made of rubber containing no core material, the above-described requirements can be satisfied. It is.
[0023]
The rubber suitable for the packer of the present invention, that is, the rubber having the flexibility to follow the shape of the inner peripheral surface of the excavation hole and having a strength higher than a predetermined level is, for example, , Natural rubber, isoprene rubber, styrene butadiene rubber, butadiene rubber, chloroprene rubber, nitrile butadiene rubber, ethylene propylene rubber, butyl rubber, hypalon, acrylic rubber, urethane rubber, silicone rubber, fluorine rubber, and polysulfide rubber. In particular, natural rubber and urethane rubber are preferable.
[0024]
DETAILED DESCRIPTION OF THE INVENTION
1 to 4 show a first embodiment of the present invention.
The multi-pipe 1 is provided with a rubber layer 2 that is expanded by compressed air that is a pressurized gas and adheres closely to the wall of the excavation hole to prevent the outflow of the chemical liquid. The outer peripheral surface of the rubber layer 2 that becomes the packer portion is made of spring steel. A plurality of rods 3 are provided in the circumferential direction of the tube at an appropriate interval in the axial direction of the tube, and in the illustrated example, 8 are provided. The bar 3 covers the outer peripheral surface of the rubber layer 2 and is fixed by a reinforcing layer 4 (a portion of the multiple tube other than the packer portion) that does not substantially expand by pressurized gas (for example, nitrogen gas: the same applies hereinafter).
[0025]
The rubber layer 2 is made of, for example, urethane rubber. Although not clearly shown, a core material is embedded in the boundary portion with the multiple tube 1 inside the rubber layer 2 serving as a packer portion, but in a portion not corresponding to the boundary portion. The core material is not buried.
[0026]
The reinforcing layer 4 is preferably composed of a synthetic fiber layer and a steel wire layer. In the illustrated example, three portions serving as packers are provided. Further, the bars 3 made of spring steel of adjacent packer portions are arranged so as to be shifted from each other in the circumferential direction of the pipe.
[0027]
In addition, although illustration is abbreviate | omitted, the synthetic resin hose for supplying a chemical | medical solution is further provided in the rubber layer 2 inward.
[0028]
In order to improve the ground by injecting chemicals, the ground is first drilled with a small boring machine. Next, the multiple pipe 1 is inserted into the excavation hole. At that time, since the surface of the rubber layer 2 is protected by the bar 3, the excavation hole wall is not contacted. There is no inconvenience such as the rubber layer 2 being scratched by rubbing against the hole wall. 1 and 2 show a state when the multi-tube 1 is inserted.
[0029]
When the multiple pipe 1 has been installed at a predetermined position of the excavation hole, nitrogen gas (N 2 gas), which is a pressurized gas, is supplied to expand the rubber layer 2 of the packer portion. At that time, as shown in FIG. 3 and FIG. 4, the bar 3 also spreads outward, but the bar 3 is made of spring steel. Thus, the original state shown in FIGS. 1 and 2 is restored.
[0030]
The rubber layer 2 of the packer part is expanded and brought into close contact with the excavation hole wall to be sealed or cut off. In this case, the chemical solution may leak somewhat from the portion R where the bar 3 shown in FIG. 4 is provided. Therefore, as described above, the bars 3 of the adjacent packer portions are arranged so as to be shifted from each other in the circumferential direction of the pipe. Thereby, the leakage of the chemical solution from the R portion is completely prevented (blocked).
[0031]
After acting the packer in the above-described manner, the chemical solution is injected through the multiple pipe 1 to improve the ground. When the injection of the chemical solution through the excavation hole is completed, the pressurized gas is discharged from the packer portion, the rubber layer 2 is contracted, and the multiple pipe 1 is pulled out from the excavation hole to be supplied for the chemical solution through the next excavation hole.
[0032]
In addition, although the packer part provided with the bar material may be only one place, if a plurality of places (three places) are provided as shown in the figure, sealing or blocking is more reliable.
[0033]
5 to 8 show a second embodiment of the present invention, in which a multiple tube 10 is provided with a rubber layer 11 that is expanded by compressed air that is a pressurized gas and adheres closely to a drilling hole wall to prevent outflow of a chemical solution. A plurality of strip-shaped protective plates 12 that are always inwardly biased by a spring force and cover a part of the rubber layer on the outer peripheral surface of the rubber layer 11 serving as a packer portion with a gap in the circumferential direction of the tube, In the illustrated example, four sheets are provided. The protective plate 12 is made of a metal plate and is attached to the pipe by a bar 13. A synthetic resin hose 14 through which a chemical solution is passed is provided in the inner layer of the rubber layer.
[0034]
5 and 6 show the state of the protection plate 12 when the multi-pipe 10 is inserted into the excavation hole. The rubber layer 11 is protected by the protection plate 12 and the surface of the rubber layer 11 is not in contact with the excavation hole wall. The rubber layer 11 is not damaged by rubbing against the hole wall.
[0035]
By supplying the pressurized gas, the rubber layer 11 of the packer portion expands as shown in FIGS. 7 and 8, and the rubber layer 11 is in close contact with the excavation hole wall and sealed or blocked. In the case of this embodiment as well, the chemical solution may leak somewhat from the mounting portion R of the protective plate 12, so that the protective plates 12 of the adjacent packers are shifted from each other in the circumferential direction of the tube. Thereby, the leakage of the chemical solution from the R portion is completely prevented.
[0036]
In addition, although the packer part which provided the protective plate may be only one place, if it provides in multiple places (three places) like illustration, a seal | sticker or interruption | blocking will become more reliable.
[0037]
【The invention's effect】
According to the multiple pipe and injection method of the present invention, the surface of the rubber layer of the packer part is protected by a bar or plate material. Therefore, when the chemical solution is injected to improve the ground, the multiple pipe is inserted into the excavation hole. In doing so, the rubber layer is not rubbed and damaged by the wall of the excavation hole, and the multi-pipe can be used in good condition repeatedly for a long time.
[0038]
Also, even if a bar or plate material is provided on the surface of the rubber layer of the packer part, the bar or plate material acts as a spring. It expands and closes well with the borehole wall to seal or shut off. At that time, the bar or plate spreads outward, but if the pressurized gas is removed, it returns to its original state by itself and can be used as it is.
[0039]
Further, by providing a plurality of packer portions provided with bar materials or plate materials and arranging the bar materials or plate materials of adjacent packer portions shifted from each other in the circumferential direction of the pipe, more reliable sealing or blocking can be performed. it can.
[0040]
Furthermore, in the injection method of the present invention, if a gas that increases the restoration speed at which the expanded packer contracts is used, not only the time spent on the packer contracting process is shortened, but also the ground changes over time. Since the following speed increases, there is no possibility of adversely affecting the surroundings when the chemical injection method is applied to the easily deformable ground, which is preferable.
[Brief description of the drawings]
FIG. 1 is a front view showing a state in which a packer of a multi-pipe is contracted in the first embodiment.
FIG. 2 is an enlarged cross-sectional view of the packer portion of FIG.
3 is a front view showing an expanded state of a packer in the multiple pipe of FIG. 1; FIG.
4 is an enlarged cross-sectional view of the packer portion of FIG. 3;
FIG. 5 is a front view showing a state where the packer is contracted in the second embodiment.
6 is an enlarged cross-sectional view of the packer portion of FIG.
7 is a front view showing an expanded state of the packer in the multiple pipe of FIG. 5;
8 is an enlarged cross-sectional view of the packer portion of FIG.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Packer built-in multiple tube 2 ... Rubber layer 3 ... Bar material 4 made of spring steel ... Reinforcement layer 10 ... Packer built-in multiple tube 11 ... Rubber layer 12 ... Protection plate 13 ... Bar 14 ... Synthetic resin hose

Claims (9)

地盤に穿孔された掘削孔内に挿入されて、地盤を改良するための薬液を注入する多重管において、該多重管は、加圧ガスにより膨張して孔壁に密着し以て薬液の流出を防止するパッカを構成するためのゴム層を備え、該ゴム層の外周面には、バネ鋼から構成され且つ菅の軸線方向に延在する棒材が、管の周方向に適宜の間隔を隔てて且つ前記ゴム層の外周面を被覆する態様で、配置されていることを特徴とする多重管。In a multiplex tube that is inserted into an excavation hole drilled in the ground and injects a chemical solution for improving the ground, the multiplex tube expands due to pressurized gas and adheres to the hole wall so that the chemical solution flows out. A rubber layer for constituting a packer to be prevented is provided, and on the outer peripheral surface of the rubber layer, rods made of spring steel and extending in the axial direction of the flange are spaced at an appropriate interval in the circumferential direction of the tube. And the multiple pipe | tube arrange | positioned in the aspect which coat | covers the outer peripheral surface of the said rubber layer. バネ鋼から構成される前記棒材とゴム層から成るパッカ部は、多重管の軸線方向に間隔を隔てて複数段設けられている請求項1の多重管。The multiplex pipe according to claim 1, wherein a plurality of the packers formed of the spring steel and the rubber layer are provided at intervals in the axial direction of the multiplex pipe. 多重管の軸線方向について連続する2箇所のパッカ部は、バネ鋼から構成される前記棒材の周方向位置が相互にずれる様に配置されている請求項2の多重管。The multiplex tube of claim 2, wherein two packer portions that are continuous in the axial direction of the multiplex tube are arranged so that circumferential positions of the bar members made of spring steel are shifted from each other. 地盤に穿孔された掘削孔内に挿入されて、地盤を改良するための薬液を注入する多重管において、該多重管は、加圧ガスにより膨張して孔壁に密着し以て薬液の流出を防止するパッカを構成するためのゴム層を備え、該ゴム層の外周面には、バネ力により常時内方に付勢されてゴム層の外周面の一部を被覆する帯状の保護板が、多重管の周方向に適宜の間隔を隔てて複数枚配置されていることを特徴とする多重管。In a multiplex tube that is inserted into an excavation hole drilled in the ground and injects a chemical solution for improving the ground, the multiplex tube expands due to pressurized gas and adheres to the hole wall so that the chemical solution flows out. It is provided with a rubber layer for constituting a packer to prevent, and on the outer peripheral surface of the rubber layer, a belt-shaped protective plate that is always urged inward by a spring force to cover a part of the outer peripheral surface of the rubber layer, A multiple tube, wherein a plurality of tubes are arranged at an appropriate interval in the circumferential direction of the multiple tube. 前記保護板及びゴム層から成るパッカ部が、多重管の軸線方向に互いに間隔を隔てて複数段設けられている請求項4の多重管。The multiple tube according to claim 4, wherein a plurality of packer portions including the protective plate and the rubber layer are provided at intervals in the axial direction of the multiple tube. 多重管の軸線方向について連続する2箇所のパッカ部は、前記保護板の周方向位置が相互にずれる様に配置されている請求項5の多重管。The multiplex tube according to claim 5, wherein the two packer portions that are continuous in the axial direction of the multiplex tube are arranged so that the circumferential positions of the protective plates are shifted from each other. 地盤に掘削孔を穿孔する掘削工程と、穿孔された掘削孔内に多重管を挿入する多重管挿入工程と、多重管に設けられたパッカに対して地上からガスを供給してパッカを膨脹せしめ、掘削孔のパッカ上方の領域とパッカ下方の領域とを液密に遮断するパッカ膨脹工程と、地盤を改良するための薬液を注入する薬液注入工程と、薬液注入後に所定時間が経過したならばパッカに供給された前記ガスをパッカ内から排出してパッカを収縮させるパッカ収縮工程とを有しており、前記多重管は、加圧ガスにより膨張して孔壁に密着し以て薬液の流出を防止するパッカを構成するためのゴム層を備え、該ゴム層の外周面には、バネ鋼から構成され且つ管の軸線方向に延在する棒材が、管の周方向に適宜の間隔を隔てて且つ前記ゴム層の外周面を被覆する態様で、配置されていることを特徴とする請求項1−3のいずれか1項の多重管を用いた注入工法。Excavation process for drilling holes in the ground, multiple pipe insertion process for inserting multiple pipes into the drilled holes, and gas supply from the ground to the packer provided in the multiple pipes to expand the packer A packer expansion process for liquid-tightly blocking the area above the packer and the area below the packer of the excavation hole, a chemical injection process for injecting a chemical to improve the ground, and a predetermined time after the chemical injection A packer contraction step for discharging the gas supplied to the packer from the packer and contracting the packer, and the multiple pipe expands due to the pressurized gas and adheres to the hole wall so that the chemical solution flows out. A rubber layer for constituting a packer for preventing the rubber is provided, and on the outer circumferential surface of the rubber layer, a bar made of spring steel and extending in the axial direction of the pipe has an appropriate interval in the circumferential direction of the pipe. Cover the outer peripheral surface of the rubber layer apart By way, the injection method using the multi-tube of any one of claims 1-3, characterized in that it is arranged. 地盤に掘削孔を穿孔する掘削工程と、穿孔された掘削孔内に多重管を挿入する多重管挿入工程と、多重管に設けられたパッカに対して地上からガスを供給してパッカを膨脹せしめ、掘削孔のパッカ上方の領域とパッカ下方の領域とを液密に遮断するパッカ膨脹工程と、地盤を改良するための薬液を注入する薬液注入工程と、薬液注入後に所定時間が経過したならばパッカに供給された前記ガスをパッカ内から排出してパッカを収縮させるパッカ収縮工程とを有しており、前記多重管は、加圧ガスにより膨張して孔壁に密着し以て薬液の流出を防止するパッカを構成するためのゴム層を備え、該ゴム層の外周面には、バネ力により常時内方に付勢されてゴム層の外周面の一部を被覆する帯状の保護板が、多重管の周方向に適宜の間隔を隔てて複数枚配置されていることを特徴とする請求項4−6のいずれか1項の多重管を用いた注入工法。Excavation process for drilling holes in the ground, multiple pipe insertion process for inserting multiple pipes into the drilled holes, and expanding the packer by supplying gas from the ground to the packers provided in the multiple pipes A packer expansion process for liquid-tightly blocking the area above the packer and the area below the packer of the excavation hole, a chemical injection process for injecting a chemical to improve the ground, and a predetermined time after the chemical injection A packer contraction step for exhausting the gas supplied to the packer from the packer and contracting the packer, and the multiple pipe expands by the pressurized gas and adheres to the hole wall, thereby allowing the chemical solution to flow out. A rubber layer for constituting a packer for preventing the rubber layer is provided, and on the outer peripheral surface of the rubber layer, there is a belt-like protective plate that is always urged inward by a spring force to cover a part of the outer peripheral surface of the rubber layer. Multiple pipes are spaced at appropriate intervals in the circumferential direction of the multiple tubes. Injection method using the multi-tube of any one of claims 4-6, characterized in that it is single-arranged. 前記パッカは、多重管との接続部は芯材が入っているゴムで構成されており、該接続部以外の箇所は芯材が入っていないゴムで構成されている請求項7、8のいずれか1項の注入工法。The said packer is comprised with the rubber | gum in which the core material is contained in the connection part with a multiple tube, and places other than this connection part are comprised with the rubber | gum which does not contain the core material. The injection method of item 1.
JP03212096A 1996-02-20 1996-02-20 Multiple pipe and injection method using the same Expired - Fee Related JP3703114B2 (en)

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JP2005314941A (en) * 2004-04-28 2005-11-10 Kyokado Eng Co Ltd Chemical grouting device
JP5198992B2 (en) * 2008-09-16 2013-05-15 日特建設株式会社 Ground injection device and ground improvement method using the same

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