JPH09221739A - Multiple pipe and injection method using the same - Google Patents

Multiple pipe and injection method using the same

Info

Publication number
JPH09221739A
JPH09221739A JP3212096A JP3212096A JPH09221739A JP H09221739 A JPH09221739 A JP H09221739A JP 3212096 A JP3212096 A JP 3212096A JP 3212096 A JP3212096 A JP 3212096A JP H09221739 A JPH09221739 A JP H09221739A
Authority
JP
Japan
Prior art keywords
packer
rubber layer
multiple pipe
ground
pipe
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP3212096A
Other languages
Japanese (ja)
Other versions
JP3703114B2 (en
Inventor
Mitsuhiro Shibazaki
崎 光 弘 柴
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chemical Grouting Co Ltd
Original Assignee
Chemical Grouting Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Chemical Grouting Co Ltd filed Critical Chemical Grouting Co Ltd
Priority to JP03212096A priority Critical patent/JP3703114B2/en
Publication of JPH09221739A publication Critical patent/JPH09221739A/en
Application granted granted Critical
Publication of JP3703114B2 publication Critical patent/JP3703114B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent a rubber layer from being rubbed with an excavated hole surface and resultantly damaged by providing a rubber layer for the formation of a packer which prevents the flow out of a chemical solution and laying out a rod material in the peripheral direction of a pipe with a proper spacing and covering the outer peripheral surface of the rubber layer. SOLUTION: A packer-loaded multiple pipe 1 is provided with a rubber layer 2 which prevents the flow out of a chemical solution. A plurality of spring steel-made rod materials 3 are axially provided on the outer periphery surface of the rubber layer 2, which is the packer portion, in the peripheral direction of the pipe with a proper spacing. The rod materials 3 cover the outer peripheral surface of the rubber layer 2 and are fixed with a reinforcing layer 4 which is not expanded with a pressurizing gas where a boring machine is used for boring a hole into which the multiple pipe 1 is inserted. During this work, the rubber layer 2 is protected with the rod materials 3 so that they may not be damaged even when they are rubbed with the hole wall. Then, the multiple pipe 1 is set up at a specified position, thereby expanding the rubber layer 2. A chemical solution is injected in this state. The rod materials 3, if the pressure is eliminated, will be returned unaided. This construction makes it possible to use the multiple pipe 1 repeatedly in an excellent state for a long period.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[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。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a multiple pipe having a built-in packer for preventing a chemical solution from flowing out from the perforation when the ground is perforated and a chemical solution is injected from the hole to improve the ground.

【0002】[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。
2. Description of the Related Art In the case of tunnel excavation or the like, in order to improve the soft ground, a small boring machine is used to drill the ground, multiple pipes are inserted into the holes, and a chemical solution is injected through the pipes to soft ground. It has been widely practiced to improve the above with a chemical solution.

【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。
At this time, in order to allow the chemical solution to permeate a wide area of the soft ground, the chemical solution is injected at a considerably high pressure, but the chemical solution does not rise (backflow) in the drill hole and flow out to the outside. The packer is inflated and brought into close contact with the wall of the hole, blocking the backflowing drug solution.

【0004】この種のパッカの多くは、特開平6−17
3243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。
Most of the packers of this type are disclosed in JP-A-6-17.
As seen in Japanese Patent No. 3243 and Japanese Patent Application No. 6-170649, a rubber layer that expands with compressed air that is a pressurized gas is provided in a part of a multiple pipe for injecting a chemical solution, and a multiple pipe is formed after piercing the ground. The rubber layer serving as a packer is contracted when it is inserted into the perforation, and the rubber layer is expanded and sealed when the liquid medicine is injected through the multiple pipes.

【0005】[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。
However, in the case of the conventional packer, the rubber layer (rubber pipe) that expands by compressed air and performs a sealing (or blocking) action as the packer is exposed as it is, and the rubber layer is not exposed. There is nothing to protect. Therefore, when the pucker is inserted into the perforation, the pucker portion, which is a rubber layer, is liable to be damaged by rubbing against the excavation hole wall, and sometimes worn out due to friction with the hole wall, which makes it unusable as a pucker.

【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。
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 excavation hole, the packer portion serving as the rubber layer is It is an object of the present invention to provide a multiple pipe which is prevented from being damaged by rubbing against a borehole wall and can be repeatedly used for a long period of time.

【0007】[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。
The multiple pipe of the present invention is a multiple pipe for inserting a chemical solution for improving the ground, which is inserted into an excavation hole drilled in the ground, wherein the multiple pipe is pressurized. A rubber layer for forming a packer that expands by gas and adheres closely to the hole wall to prevent the outflow of the chemical liquid is provided, and the outer peripheral surface of the rubber layer is made of spring steel and extends in the axial direction of the tube. The existing rods are arranged at appropriate intervals in the circumferential direction of the pipe and in such a manner as to cover the outer peripheral surface of the rubber layer.

【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。
If the chemical injection method is applied using the multiple pipe of the present invention having the above-mentioned structure, the rubber is used when the multiple pipe is inserted into the excavation hole when the chemical is injected to improve the ground. The layer does not contact the borehole wall because its surface is protected by rods. Therefore, it is possible to prevent the rubber layer from being rubbed against the borehole wall and damaged.

【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。
When a compressed pipe is supplied after inserting a multi-pipe containing a packer into the drill hole, the rubber layer of the packer expands, the outer peripheral portion of the rubber layer adheres to the wall of the drill hole and rises from below. Seal or shut off. At this time, since the bar made of spring steel has elasticity, it deforms so as to spread (expand) outward in the radial direction. Then, the elasticity of spring steel causes the bar to shrink inward in the radial direction when compressed air is removed, and restores to its original state by itself.

【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。
As described above, according to the present invention, since the rubber layer of the packer is not damaged, the multiple pipe can be repeatedly used. When injecting the drug solution, it is possible to reliably seal or block the drug solution rising from below.

【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。
Here, it is preferable that the rod member is fixed by a portion other than the packer portion of the multiple pipe, that is, a reinforcing layer that does not substantially expand by the pressurized gas. Further, in the multiple pipe of the present invention, the bar made of spring steel is exposed to the outside in the packer together with the rubber layer.

【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。
In the practice of the present invention, the bar member made of spring steel and the packer part made of a rubber layer may be provided in a plurality of stages at intervals in the axial direction of the multiple pipe, or You may provide only one place in the axial direction of a multiple pipe. 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 pipe are arranged such that the circumferential positions of the bar made of spring steel are displaced from each other. If a plurality of stages of packers are provided and the circumferential positions of the bars of the two packers that are continuous in the axial direction of the multiple pipe are mutually displaced, the so-called "labyrinth seal" action blocks the backflow of the chemical liquid. Because.

【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。
Further, the multiple pipe of the present invention is a multiple pipe which is inserted into an excavation hole drilled in the ground to inject a chemical solution for improving the ground, and the multiple pipe is expanded by a pressurized gas. A rubber layer for forming a packer that adheres to the hole wall to prevent the chemical liquid from flowing out is provided, and the outer peripheral surface of the rubber layer is
A plurality of strip-shaped protective plates that are constantly urged inward by a spring force to cover a part of the outer peripheral surface of the rubber layer are arranged at appropriate intervals in the circumferential direction of the multiple pipe.

【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。
Here, the protection plate is rotatable about a rotation shaft, and both ends of the rotation shaft do not substantially expand due to a portion other than the packer portion of the multiple pipe, that is, the pressurized gas. It is preferably pivotally supported by a reinforcing layer.

【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。
According to the present invention having such a configuration,
Since a part of the outer peripheral surface of the rubber layer is covered with a belt-shaped protective plate, the multiple pipes can be inserted into the excavation hole without coming into contact with the excavation hole wall. Therefore, the rubber layer of the packer is not damaged, and the multiple pipe can be repeatedly used.

【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。
When compressed air is supplied after inserting a multiple pipe containing a packer into the excavation hole, the rubber layer of the packer part expands, its outer peripheral portion adheres to the excavation hole wall and rises from below. Seal or shut off. At this time, since the protective plate rotates in the direction in which it expands radially outward, it does not hinder the expansion of the packer. Since the protective plate is constantly urged inward by the spring force, if compressed air is removed, the protective plate contracts inward in the radial direction and restores the original state.

【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。
In practicing the present invention, it is preferable that a plurality of pucker portions formed of the protective plate and the rubber layer are provided at intervals in the axial direction of the multiple pipe. In this case, the two packing parts that are continuous in the axial direction of the multiple pipe are
It is preferable that the protective plates are arranged so that their circumferential positions are displaced from each other. Although there is a part that is not blocked by the packer in the rotating part of the protective plate, a plurality of stages of packing parts are provided, and the protective plate of (the rotating part of) the protective plate of the two packing parts that are continuous in the axial direction of the multiple pipe This is because if the positions are displaced from each other, the backflow of the chemical liquid is blocked by the action equivalent to the so-called "labyrinth seal".

【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。
The injection method of the present invention using the above-mentioned multiple pipe is provided in the multiple pipe by 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. A gas is supplied to the packed packer from the ground to expand the packer, and a packer expanding step of liquid-tightly blocking the area above the packer and the area below the packer in the drill hole and a chemical solution for improving the ground are provided. And a pucker contraction step of contracting the pucker by discharging the gas supplied to the pucker from the pucker when a predetermined time has elapsed after the pour-in solution, A rubber layer for forming a packer that expands by the pressurized gas and adheres closely to the hole wall to prevent the outflow of the chemical liquid is provided, and the outer peripheral surface of the rubber layer is made of spring steel and is in the axial direction of the tube. The rod extending to the circumference of the pipe In a manner covering the outer peripheral surface of and at a suitable distance the rubber layer, it is characterized in that it is arranged.

【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。
Alternatively, the pouring method of the present invention using the above-mentioned multiple pipe includes an excavation step of boring an excavation hole in the ground, and a multi-pipe insertion step of inserting the multi-pipe into the perforated excavation hole,
Gas is supplied from the ground to the packer provided in the multiple pipes to expand the packer, and the packer expansion process that liquid-tightly separates the area above the packer and the area below the packer in the drill hole is improved, and the ground is improved. And a pucker contraction step of contracting the pucker by discharging the gas supplied to the pucker from inside the pucker when a predetermined time has elapsed after the pour-in solution, Multiple tubes
A rubber layer for forming a packer that expands by the pressurized gas and adheres to the hole wall to prevent the chemical liquid from flowing out is provided, and the outer peripheral surface of the rubber layer is constantly urged inward by a spring force. A plurality of strip-shaped protective plates that cover a part of the outer peripheral surface of the rubber layer are arranged at appropriate intervals in the circumferential direction of the multiple pipe.

【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。
The use of such an injection method is very convenient because expansion and contraction of the packer can be repeated many times.

【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。
Here, in the injection method of the present invention using the above-mentioned multi-tube, the gas supplied for expanding the packer is selected such that the restoring speed at which the expanded packer contracts increases. Is preferred. If such a gas is selected, not only the time spent in the packer shrinking step is shortened, but also the speed that follows the change of the ground over time becomes faster, so the chemical solution injection method is applied to the easily deformable ground. This is because there is no fear of adversely affecting the surroundings when constructing. In addition, as the "gas that increases the restoration speed at which the expanded packer contracts", for example, nitrogen gas (N 2 gas) is preferable.

【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。
Further, in the present invention, in the packer, the connecting portion with the multiple pipe is made of rubber containing a core material, and the parts other than the connecting portion are made of rubber containing no core material. Is preferred. When the packer expands, it comes into contact with the inner peripheral surface of the drill hole and liquid-tightly separates the area above the packer and the area below the packer, so that it follows the shape of the inner surface of the drill hole. It must be flexible and must have a certain strength or more. On the other hand, in order to prevent leakage from the connecting portion between the packer and the multiple pipe, the connecting portion must be made of a material that has sufficient strength and is not easily deformed, that is, a material that lacks flexibility. . Here, the rubber containing the core material has improved strength but small flexibility. Therefore,
If the connecting portion between the packer and the multiple pipe is made of rubber containing a core material, and the packers other than the connecting portion are made of rubber containing no core material, the above-mentioned requirements can be satisfied. .

【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。
As a rubber suitable for the packer of the present invention, that is, a rubber having a flexibility to follow the shape of the inner peripheral surface of the excavation hole and having a strength not less than a predetermined value. Are, 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.
Natural rubber and urethane rubber are particularly preferable.

【0024】[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。
1 to 4 show a first embodiment of the present invention. The multiple pipe 1 is provided with a rubber layer 2 that expands by compressed air that is a pressurized gas and adheres closely to the wall of the drill hole to prevent the outflow of the chemical liquid. The outer peripheral surface of the rubber layer 2 serving as a packer is made of spring steel. A plurality of the rods 3 are provided in the axial direction of the pipe at appropriate intervals in the circumferential direction of the pipe, eight in the illustrated example. The rod 3 covers the outer peripheral surface of the rubber layer 2 and is fixed by a reinforcing layer 4 (a portion of the multiple pipe other than the packer portion) that does not substantially expand by a pressurized gas (for example, nitrogen gas: the same hereinafter).

【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。
The rubber layer 2 is made of urethane rubber, for example. Although not clearly shown, a core material is embedded inside the rubber layer 2 serving as a packer at the boundary with the multi-layer pipe 1, but not at the boundary. No core material is buried.

【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。
The reinforcing layer 4 preferably comprises a synthetic fiber layer and a steel wire layer. In the example shown in the figure, three parts are provided as packers. Further, the bar members 3 made of spring steel of the adjacent packers are arranged so as to be displaced from each other in the circumferential direction of the pipe.

【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。
Although not shown, the rubber layer 2
Further inside is a synthetic resin hose for supplying a chemical solution.

【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。
In order to improve the ground by injecting a chemical solution, first, the ground is perforated by a small boring machine. Next, the above-mentioned multiple pipe 1 is inserted into the excavation hole. At this time, since the surface of the rubber layer 2 is protected by the rod 3, the excavation hole does not come into contact with the excavation hole wall and the excavation hole is excavated. There is no inconvenience such as rubbing against the hole wall and scratching the rubber layer 2. 1 and 2 show a state in which the multiple pipe 1 is inserted.

【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。
After the multi-pipe 1 is installed at a predetermined position in the excavation hole, nitrogen gas (N 2 gas) which is a pressurized gas is supplied to expand the rubber layer 2 of the packer. At that time, as shown in FIGS. 3 and 4, the rod 3 also spreads outward, but since the rod 3 is made of spring steel,
If the pressurized gas is removed, the original state shown in FIGS. 1 and 2 is restored by itself.

【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。
The rubber layer 2 of the packer portion is expanded and brought into close contact with the wall of the excavation hole, thereby sealing or blocking. In this case, the chemical solution may slightly leak from the R portion where the rod 3 shown in FIG. 4 is provided. Therefore, as described above, the bar members 3 of the adjacent packer portions are arranged so as to be displaced from each other in the circumferential direction of the pipe. As a result, the leakage of the chemical solution from the R portion is completely blocked (blocked).

【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。
After operating 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 liquid through the excavation hole is completed, the pressurized gas is discharged from the packer to contract the rubber layer 2, and the multiple pipe 1 is pulled out from the excavation hole to be used for supplying the chemical liquid through the next excavation hole.

【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。
It should be noted that the pucker portion provided with the rod may be provided at only one place, but if it is provided at a plurality of places (three places) as shown in the figure, the sealing or blocking will be more reliable.

【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。
A second embodiment of the present invention is shown in FIGS. 5 to 8. The multi-layer pipe 10 is a rubber layer which expands by compressed air which is a pressurized gas and adheres closely to the wall of the borehole to prevent the chemical liquid from flowing out. On the outer peripheral surface of the rubber layer 11 serving as a packer portion, a belt-shaped protective plate 12 that is constantly urged inward by a spring force to cover a part of the rubber layer is provided in the circumferential direction of the pipe. A plurality of sheets, four in the illustrated example, are provided. The protective plate 12 is made of a metal plate, and is attached to the pipe by a rod member 13. A synthetic resin hose 14 for passing a chemical liquid is provided on the inner layer of the rubber layer.

【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。
5 and 6 show the state of the protective plate 12 when the multiple pipe 10 is inserted into the drill hole, and the surface of the rubber layer 11 is protected by the protective plate 12 so that it does not come into contact with the wall of the drill hole. In addition, the rubber layer 11 is not scratched by rubbing against the wall of the drilled hole.

【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。
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 brought into close contact with the wall of the drill hole to seal or block it. Also in the case of this embodiment, since the chemical liquid may leak from the mounting portion R of the protective plate 12 to some extent, the protective plates 12 of the adjacent packers are arranged so as to be offset from each other in the circumferential direction of the pipe. As a result, the leakage of the chemical solution from the R section is completely prevented.

【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。
It should be noted that the packer portion provided with the protective plate may be provided at only one place, but as shown in the drawing, a plurality of places (3 places) are provided.
If it is provided, the sealing or blocking will be more reliable.

【0037】[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。
According to the multiple pipe and injection method of the present invention,
The surface of the rubber layer of the packer is protected by rods or plates, so when pouring a chemical solution to improve the ground and inserting multiple pipes into the excavation hole, the rubber layer rubs against the excavation hole wall. It can be repeatedly used for a long time in good condition without being damaged.

【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。
Even if a bar material or a plate material is provided on the surface of the rubber layer of the packer portion, the bar material or the plate material functions as a spring, so that supplying pressurized gas does not hinder the packing of the packer portion. The rubber layer expands and adheres well to the borehole wall and seals or blocks well. At this time, the bar or plate spreads outward, but if the pressurized gas is removed, it will return to its original state by itself and can be used as it is.

【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。
Further, by providing a plurality of packer portions provided with rods or plates and arranging the rods or plates of the adjacent packers so as to be displaced from each other in the circumferential direction of the pipe,
More reliable sealing or interruption can be performed.

【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。
Further, in the pouring method of the present invention, if a gas that increases the speed at which the expanded pucker shrinks is used, not only the time spent in the pucker shrinking step is shortened but Since the speed of following such changes becomes faster, there is no risk of adversely affecting the surroundings when the chemical injection method is applied to the easily deformable ground,
It is suitable.

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

【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。
FIG. 1 is a front view showing a state in which a packer of a multiple pipe is contracted in a first embodiment.

【図2】図1のパッカ部の拡大断面図。FIG. 2 is an enlarged cross-sectional view of the packer portion of FIG.

【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。
3 is a front view showing an expanded state of a packer in the multiple pipe of FIG. 1. FIG.

【図4】図3のパッカ部の拡大断面図。FIG. 4 is an enlarged sectional view of the packer portion of FIG.

【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。
FIG. 5 is a front view showing a state in which the packer is contracted in the second embodiment.

【図6】図5のパッカ部の拡大断面図。6 is an enlarged cross-sectional view of the packer portion of FIG.

【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。
7 is a front view showing the expanded state of the packer in the multiple pipe of FIG.

【図8】図7のパッカ部の拡大断面図。8 is an enlarged cross-sectional view of the packer portion of FIG.

【符号の説明】[Explanation of symbols]

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 1 ... Packer with multiple tubes 2 ... Rubber layer 3 ... Bar material made of spring steel 4 ... Reinforcing layer 10 ... Packer with multiple tubes 11 ... Rubber layer 12 ... Protective plate 13 ... Bar material 14 ... Synthetic resin hose

Claims (9)

【特許請求の範囲】[Claims] 【請求項1】 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。
1. A multi-tube inserted into an excavated hole in the ground to inject a chemical solution for improving the ground, the multi-tube being expanded by a pressurized gas and closely contacting with a hole wall. A rubber layer for constituting a packer for preventing the chemical liquid from flowing out, and a bar member made of spring steel and extending in the axial direction of the tube is provided on the outer peripheral surface of the rubber layer in the circumferential direction of the tube. A multiple pipe, wherein the multiple pipes are arranged at appropriate intervals and in such a manner as to cover the outer peripheral surface of the rubber layer.
【請求項2】 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。
2. The multiple pipe according to claim 1, wherein a plurality of stages of the packer portion made of the spring steel and the rubber layer are provided at intervals in the axial direction of the multiple pipe.
【請求項3】 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。
3. The multiple pipe according to claim 2, wherein the two packer portions which are continuous in the axial direction of the multiple pipe are arranged such that the circumferential positions of the rods made of spring steel are displaced from each other.
【請求項4】 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。
4. A multi-tube which is inserted into an excavation hole drilled in the ground and injects a chemical solution for improving the ground, wherein the multi-tube is expanded by a pressurized gas and adheres closely to the hole wall. A rubber layer for forming a packer for preventing the chemical liquid from flowing out, and the outer peripheral surface of the rubber layer is a belt-like member that is constantly urged inward by a spring force to cover a part of the outer peripheral surface of the rubber layer. A plurality of protective plates are provided at appropriate intervals in the circumferential direction of the multiple tube.
【請求項5】 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。
5. The multiple pipe according to claim 4, wherein the packer portion including the protective plate and the rubber layer is provided in a plurality of stages at intervals in the axial direction of the multiple pipe.
【請求項6】 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。
6. The multiple pipe according to claim 5, wherein the two packer portions which are continuous in the axial direction of the multiple pipe are arranged such that the circumferential positions of the protective plate are displaced from each other.
【請求項7】 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。
7. A drilling step of drilling a drill hole in the ground, a multiple pipe inserting step of inserting a multiple pipe into the drilled hole, and a gas is supplied from the ground to a packer provided in the multiple pipe. The pucker is expanded to make the pucker expand and the region below the pucker of the drill hole is liquid-tightly closed, and the pucker expansion process for injecting a chemical liquid to improve the ground and a predetermined time after the chemical liquid injection When the time has elapsed, the gas supplied to the packer is discharged from the inside of the packer to shrink the packer, and the multi-tube expands by the pressurized gas to adhere to the hole wall. Thus, a rubber layer for forming a packer for preventing the outflow of the chemical liquid is provided, and a rod member made of spring steel and extending in the axial direction of the pipe is provided on the outer peripheral surface of the rubber layer in the circumferential direction of the pipe. At an appropriate distance from the outer circumference of the rubber layer The injection method using the multiple pipe according to any one of claims 1 to 3, wherein the injection method is arranged so as to cover the surface.
【請求項8】 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。
8. A drilling step of drilling a drill hole in the ground, a multiple pipe inserting step of inserting a multiple pipe into the drilled drill hole, and supplying gas from the ground to a packer provided in the multiple pipe. The pucker is expanded to make the pucker expand and the region below the pucker of the drill hole is liquid-tightly closed, and the pucker expansion process for injecting a chemical liquid to improve the ground and a predetermined time after the chemical liquid injection When the time has elapsed, the gas supplied to the packer is discharged from the inside of the packer to shrink the packer, and the multi-tube expands by the pressurized gas to adhere to the hole wall. Thus, a rubber layer for constituting a packer for preventing the outflow of the chemical liquid is provided, and the outer peripheral surface of the rubber layer is constantly urged inward by a spring force to cover a part of the outer peripheral surface of the rubber layer. A strip-shaped protection plate is provided between The injection method using the multiple pipe according to any one of claims 4 to 6, wherein a plurality of sheets are arranged at intervals.
【請求項9】 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。
9. The packing of the packer is made of rubber containing a core material at a connecting portion to the multi-layer pipe, and is made of rubber not containing a core material at portions other than the connecting portion. The injection method according to any one of 7 and 8.
JP03212096A 1996-02-20 1996-02-20 Multiple pipe and injection method using the same Expired - Fee Related JP3703114B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP03212096A JP3703114B2 (en) 1996-02-20 1996-02-20 Multiple pipe and injection method using the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP03212096A JP3703114B2 (en) 1996-02-20 1996-02-20 Multiple pipe and injection method using the same

Publications (2)

Publication Number Publication Date
JPH09221739A true JPH09221739A (en) 1997-08-26
JP3703114B2 JP3703114B2 (en) 2005-10-05

Family

ID=12350039

Family Applications (1)

Application Number Title Priority Date Filing Date
JP03212096A Expired - Fee Related JP3703114B2 (en) 1996-02-20 1996-02-20 Multiple pipe and injection method using the same

Country Status (1)

Country Link
JP (1) JP3703114B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005314941A (en) * 2004-04-28 2005-11-10 Kyokado Eng Co Ltd Chemical grouting device
JP2010070923A (en) * 2008-09-16 2010-04-02 Nittoc Constr Co Ltd Ground grouting device, and ground improving method using the same

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005314941A (en) * 2004-04-28 2005-11-10 Kyokado Eng Co Ltd Chemical grouting device
JP2010070923A (en) * 2008-09-16 2010-04-02 Nittoc Constr Co Ltd Ground grouting device, and ground improving method using the same

Also Published As

Publication number Publication date
JP3703114B2 (en) 2005-10-05

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