JP2003321832A - Ground improvement method and ground improvement device - Google Patents

Ground improvement method and ground improvement device

Info

Publication number
JP2003321832A
JP2003321832A JP2002142916A JP2002142916A JP2003321832A JP 2003321832 A JP2003321832 A JP 2003321832A JP 2002142916 A JP2002142916 A JP 2002142916A JP 2002142916 A JP2002142916 A JP 2002142916A JP 2003321832 A JP2003321832 A JP 2003321832A
Authority
JP
Japan
Prior art keywords
predetermined
injection
improvement
injection pipe
radial
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
JP2002142916A
Other languages
Japanese (ja)
Other versions
JP3550392B2 (en
Inventor
Shiro Nakajima
志朗 中嶋
Takuya Matsumoto
卓也 松本
Hiroko Matsumoto
浩子 松本
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.)
NEWTECH KENKYUSHA KK
Original Assignee
NEWTECH KENKYUSHA KK
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 NEWTECH KENKYUSHA KK filed Critical NEWTECH KENKYUSHA KK
Priority to JP2002142916A priority Critical patent/JP3550392B2/en
Priority to PCT/JP2002/009605 priority patent/WO2003027399A1/en
Publication of JP2003321832A publication Critical patent/JP2003321832A/en
Application granted granted Critical
Publication of JP3550392B2 publication Critical patent/JP3550392B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a ground improvement method and a ground improvement device for various uses capable of aiming at a simple system, shortening of a construction period and reduction of a construction cost. <P>SOLUTION: A method forming an improvement body by inserting an injection pipe having from one to several places of injection ports in the ground and drawing at a predetermined speed while injecting a high-pressure of water containing a hardener liquid or a hardener from the injection ports in the predetermined direction as the ground improvement method forms the improvement body in a predetermined or an optional radiate shape. <P>COPYRIGHT: (C)2004,JPO

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、軟弱地盤の安定、
地山支保、トンネル支保工、構築物の基礎、構築物の基
礎補強、液状化防止、遮水用地中壁、地下水湧水防止な
どを目的として用いられる地盤改良工法と地盤改良装置
に関するものである。
TECHNICAL FIELD The present invention relates to the stability of soft ground,
The present invention relates to a ground improvement method and a ground improvement device used for the purpose of ground support, tunnel support, structure foundation, structure foundation reinforcement, liquefaction prevention, underground wall for water blocking, groundwater seepage prevention, etc.

【0002】[0002]

【従来の技術】従来から、地中に噴射管を挿入し、硬化
剤を含む水の高圧ジェットを噴射して地盤に改良体を造
成する工法として、CCP工法、JSG工法などがあ
る。何れの工法も、噴射管を一定速度で常に回転させな
がら上昇し、噴射管の下端から硬化剤を含む水の高圧ジ
ェットを高圧噴射して地盤に注入し、円柱状の改良体を
造成していた。また、本出願人は特許第1946033
号で四角柱状改良体を開発しているが、何れも造成体そ
のものを地盤改良の目的としたものであった。
2. Description of the Related Art Conventionally, a CCP method, a JSG method, and the like have been known as methods for constructing an improved body on the ground by inserting an injection pipe into the ground and injecting a high-pressure jet of water containing a curing agent. In either method, the injection pipe is raised while constantly rotating at a constant speed, and a high-pressure jet of water containing a curing agent is injected at high pressure from the lower end of the injection pipe and injected into the ground to form a columnar improved body. It was Further, the present applicant has a patent No. 1946033.
No. 4 developed a quadrangular prismatic improvement body, but all of them were for the purpose of improving the ground.

【0003】[0003]

【発明が解決しようとする課題】従来の技術では、地盤
改良の対象を、全量改良するか或いは低強度の要求に対
しては施工ピッチを拡げて不連結で強度を低下させるな
どしていた。全量改良では過剰施工となる場合が多く、
環境への悪影響、コスト高などの問題があり、低強度の
要求の場合は、不連結で個々の改良体が点在するため、
強度は極端に落ちるばかりでなく、止水目的には使用で
きなかった。また、円柱状に比べて遥かに少量の噴射量
である放射状噴射による地盤改良の考えもなく、また比
較的薄い板状改良体や放射状配置扇状結合改良体を造成
する工法も、それら板状改良体や放射状配置扇状結合改
良体を広範に網状やブロック状の任意の形状に交叉連結
させ、全体を集積体として改良域を造成する工法はなか
った。
In the prior art, the object of ground improvement is to improve the entire amount or to expand the construction pitch and reduce the strength by uncoupling in response to the demand for low strength. In many cases, it will be over-constructed if the total amount is improved,
There are problems such as negative impact on the environment and high cost, and in the case of low strength requirements, individual improvement bodies are scattered without connection,
Not only was the strength extremely reduced, but it could not be used for water stopping purposes. In addition, there is no idea to improve the ground by radial injection, which is a much smaller amount of injection than the cylindrical shape, and the method of constructing a relatively thin plate-shaped improvement body or radial arrangement fan-shaped connection improvement body There was no method of cross-connecting a body or a radial arrangement fan-shaped improved joint to a wide range of arbitrary shapes such as a net or a block, and constructing an improved area as a whole.

【0004】[0004]

【課題を解決するための手段】そこで、本発明は、上記
の事情に鑑み、新しい地盤改良技術として改良体の形状
を所定のまたは任意の放射状とすべく、1箇所ないしは
数箇所の噴射口を有する噴射管を地中に挿入し、この噴
射口より硬化剤液または硬化剤を含む水の高圧ジェット
を所定の方向に噴射しながら所定速度で引き抜くことに
より改良体を造成する工法にあって、噴射管を引き抜く
か挿入することにより改良体の形状を所定のまたは任意
の放射状とした地盤改良工法とした。
Therefore, in view of the above-mentioned circumstances, the present invention proposes, as a new ground improvement technique, one or several injection ports to make the shape of the improved body a predetermined or arbitrary radial shape. In a method of forming an improved body by inserting an injection pipe having in the ground, and drawing out at a predetermined speed while injecting a high-pressure jet of water containing a curing agent liquid or a curing agent from this injection port in a prescribed direction, The ground improvement method was used in which the shape of the improved body was set to a predetermined or arbitrary radial shape by pulling out or inserting the injection pipe.

【0005】また、本発明は、規則的あるいは不規則的
枝状改良体とすべく、1箇所ないしは数箇所の噴射口を
有する噴射管を地中に挿入し、この噴射口より硬化剤液
または硬化剤を含む水の高圧ジェットを所定の方向に噴
射しながら所定速度で引き抜くことにより改良体を造成
する工法にあって、噴射口を任意あるいは所定の位置に
停止して所定時間噴射する動作と、任意あるいは所定の
位置に噴射管を回転移動する動作を繰り返すことにより
放射状の噴射を行い地盤を強化する地盤改良工法とし
た。
Further, according to the present invention, an injection pipe having one or several injection ports is inserted into the ground so as to form a regular or irregular branch-like improved body, and the hardening agent liquid or In a method of constructing an improved body by drawing out a high-pressure jet of water containing a hardening agent in a predetermined direction at a predetermined speed, an operation of stopping the injection port at an arbitrary or predetermined position and injecting it for a predetermined time, , The ground improvement method is to strengthen the ground by performing radial injection by repeating the operation of rotating and moving the injection pipe to an arbitrary or predetermined position.

【0006】さらに、本発明は、壁状改良体とすべく、
1箇所ないしは数箇所の噴射口を有する噴射管を地中に
挿入し、この噴射口より硬化剤液または硬化剤を含む水
の高圧ジェットを所定の方向に噴射しながら所定速度で
引き抜くことにより改良体を造成する工法にあって、噴
射口を任意あるいは所定の位置に停止して所定時間噴射
する動作と任意あるいは所定の位置に噴射管を回転移動
する動作を繰り返して一段目の放射状改良体を造成して
から所定の長さ噴射管を引き抜くか挿入して噴射口の位
置を移動した後、一段目の放射状改良体の延長地点にお
いて、一段目と同様の動作を行って二段目の放射状改良
体を造成し、所定の長さ噴射管を引き抜くか挿入する動
作を所定の回数繰り返すことにより板状の放射状改良体
を造成する地盤改良工法とした。
Further, the present invention provides a wall-shaped improvement body,
Improved by inserting an injection pipe with one or several injection ports into the ground and pulling out a high-pressure jet of a hardening agent liquid or water containing the hardening agent in a specified direction from this injection port at a specified speed. In the method of constructing the body, the operation of stopping the injection port at an arbitrary or predetermined position and injecting for a predetermined time and the operation of rotationally moving the injection pipe to an arbitrary or predetermined position are repeated to form the first stage radial improvement body. After constructing the structure, after pulling out or inserting the injection pipe for a specified length and moving the position of the injection port, at the extension point of the radial improvement body of the first stage, perform the same operation as the first stage A ground improvement method is provided in which a plate-shaped radial improvement body is formed by repeating the operation of forming the improvement body and pulling out or inserting the injection pipe of a predetermined length a predetermined number of times.

【0007】さらにまた、本発明は、板状改良体とすべ
く、1箇所ないしは数箇所の噴射口を有する噴射管を地
中に挿入し、この噴射口より硬化剤液または硬化剤を含
む水の高圧ジェットを所定の方向に噴射しながら所定速
度で引き抜くことにより改良体を造成する工法にあっ
て、噴射管を引き抜くか挿入することにより板状改良体
を造成し、複数の板状改良体を所定または任意の放射状
に配置することで板状の放射状改良体とした地盤改良工
法とした。
Further, in the present invention, an injection pipe having one or several injection ports is inserted into the ground in order to form a plate-like improved body, and a hardening agent liquid or water containing a hardening agent is injected from the injection holes. In the method of constructing the improved body by injecting the high-pressure jet of 3 in a predetermined direction and withdrawing at a predetermined speed, a plate-shaped improved body is formed by pulling out or inserting an injection pipe, and a plurality of plate-shaped improved bodies Was arranged in a predetermined or arbitrary radial shape to provide a ground improvement method in the form of a plate-shaped radial improvement body.

【0008】さらにその上に、本発明は、交叉接合した
改良体とすべく、1箇所ないしは数箇所の噴射口を有す
る噴射管を地中に挿入し、この噴射口より硬化剤液また
は硬化剤を含む水の高圧ジェットを所定の方向に噴射し
ながら所定速度で引き抜くことにより改良体を造成する
工法にあって、噴射口を任意あるいは所定の位置に停止
して所定時間噴射する動作と任意あるいは所定の位置に
噴射管を回転移動する動作を繰り返して一段目の放射状
改良体を造成してから所定の長さ噴射管を引き抜くか挿
入して噴射口の位置を移動した後、一段目の放射状改良
体の延長地点において、一段目と同様の動作を行って二
段目の放射状改良体を造成し、所定の長さ噴射管を引き
抜くか挿入する動作を所定の回数繰り返すことにより板
状の放射状改良体を造成し、その板状改良体を複数連結
交叉造成もしくは連結造成することで網目状改良域など
任意の形状の集積改良域を造成する地盤改良工法とし
た。
Furthermore, in the present invention, an injection pipe having one or several injection ports is inserted into the ground so as to form a cross-joined improved body, and a curing agent liquid or a curing agent is introduced from this injection port. In a method of constructing an improved body by drawing out a high-pressure jet of water containing water containing water with a predetermined speed while injecting it in a predetermined direction, the operation of arbitrarily or stopping the injection port at a predetermined position and injecting for a predetermined time After repeating the operation of rotating and moving the injection pipe to a predetermined position to create the radial improvement body of the first stage, after pulling out or inserting the injection pipe of a predetermined length and moving the position of the injection port, the radial of the first stage At the extension point of the improvement body, the same operation as the first step is performed to create the radial improvement body of the second step, and the operation of pulling out or inserting the injection pipe of a predetermined length is repeated a predetermined number of times to obtain a plate-like radial shape. Improved body Construction and to obtain a soil improvement method to construct a integrated improvement zone of any shape such as reticulated improved area by the plate-like improved body more connecting cross the reclamation or linking reclamation.

【0009】また、本発明は、交叉、連結に際し、先行
改良土の硬化状況が、在来土の強度と同等程度以下の比
較的短期間内の改良体とすべく、1箇所ないしは数箇所
の噴射口を有する噴射管を地中に挿入し、この噴射口よ
り硬化剤液または硬化剤を含む水の高圧ジェットを所定
の方向に噴射しながら所定速度で引き抜くことにより改
良体を造成する工法にあって、噴射口を任意あるいは所
定の位置に停止して所定時間噴射する動作と任意あるい
は所定の位置に噴射管を回転移動する動作を繰り返して
一段目の放射状改良体を造成してから所定の長さ噴射管
を引き抜くか挿入して噴射口の位置を確認した後、一段
目の放射状改良体の延長地点において、一段目と同様の
動作を行って二段目の放射状改良体を造成し所定の長さ
噴射管を引き抜くか挿入する動作を所定の回数繰り返す
ことにより板状の放射状改良体を造成し、交叉連結また
は連結する板状の放射状改良体の強度が在来土の強度と
同等程度のうちに複数を連結交叉造成もしくは連結造成
することで網目状改良域など任意の形状の集積改良域を
造成する地盤改良工法とした。
Further, in the present invention, at the time of crossing or connecting, the hardening condition of the pre-improved soil is set at one place or at several places in order to make it an improved body within a relatively short period of time which is equal to or less than the strength of the conventional soil. A method of inserting an injection pipe having an injection port into the ground and extracting a hardening agent liquid or a high-pressure jet of water containing a hardening agent in a specified direction from this injection port at a specified speed to create an improved body Therefore, the operation of stopping the injection port at an arbitrary or predetermined position and injecting for a predetermined time and the operation of rotationally moving the injection pipe to an arbitrary or predetermined position are repeated to form the radial improvement body of the first stage After pulling out or inserting the length injection pipe and confirming the position of the injection port, at the extension point of the first stage radial improvement body, perform the same operation as the first stage and create the second stage radial improvement body The length of the injection pipe By repeating the inserting operation a predetermined number of times, a plate-like radial improvement body is created, and a plurality of connecting and forming cross-connections are made while the strength of the plate-like radial improvement body to be cross-connected or connected is approximately the same as the strength of conventional soil. Alternatively, a ground improvement method was adopted in which a consolidation improvement area of any shape, such as a mesh improvement area, was created by making a connection.

【0010】さらにまた、本発明は、仕切盤状改良体を
有する改良体とすべく、1箇所ないしは数箇所の噴射口
を有する噴射管を地中に挿入し、この噴射口より硬化剤
液または硬化剤を含む水の高圧ジェットを所定の方向に
噴射しながら所定速度で引き抜くことにより改良体を造
成する工法にあって、噴射口を任意あるいは所定の位置
に停止して所定時間噴射する動作と任意あるいは所定の
位置に噴射管を回転移動する動作を繰り返して一段目の
放射状改良体を造成してから所定の長さ噴射管を引き抜
くか挿入して噴射口の位置を移動した後、一段目の放射
状改良体の延長地点において、一段目と同様の動作を行
って二段目の放射状改良体を造成し所定の長さ噴射管を
引き抜くか挿入する動作を所定の回数繰り返すことによ
り板状の放射状改良体を造成すると共に、造成途中の所
定箇所において、板状改良体と直角または任意の角度で
仕切盤状改良体を造成することで、未改良土をブロック
状に包合して任意の形状の集積改良域を造成する地盤改
良工法とした。
Furthermore, in order to provide an improved body having a partitioning plate-shaped improved body, the present invention inserts an injection pipe having one or several injection ports into the ground, and a curing agent liquid or In a method of constructing an improved body by drawing out a high-pressure jet of water containing a hardening agent in a predetermined direction at a predetermined speed, an operation of stopping the injection port at an arbitrary or predetermined position and injecting it for a predetermined time, After repeating the operation of rotating and moving the injection pipe to an arbitrary or predetermined position to form the radial improvement body of the first stage, after pulling out or inserting the injection pipe of a predetermined length and moving the position of the injection port, the first stage At the extension point of the radial improvement body of, the same operation as the first step is performed to form the radial improvement body of the second step, and the operation of pulling out or inserting the injection pipe of a predetermined length is repeated a predetermined number of times to form a plate shape. Radial break With the formation of the body, at a predetermined place during the formation, by forming a partitioning plate-shaped improvement body at a right angle or at an arbitrary angle with the plate-shaped improvement body, by embedding the unmodified soil in a block shape The ground improvement method was used to create an accumulation improvement area.

【0011】さらにその上に、本発明は、改良体を応力
体とすべく、1箇所ないしは数箇所の噴射口を有する噴
射管を地中に挿入し、この噴射口より硬化剤液または硬
化剤を含む水の高圧ジェットを所定の方向に噴射しなが
ら所定速度で引き抜くことにより改良体を造成する工法
にあって、噴射口を任意あるいは所定の位置に停止して
所定時間噴射する動作と任意あるいは所定の位置に噴射
管を回転移動する動作を繰り返して一段目の放射状改良
体を造成してから所定の長さ噴射管を引き抜くか挿入し
て噴射口の位置を移動した後、一段目の放射状改良体を
造成してから所定の長さ噴射管を引き抜くか挿入して噴
射口の位置を移動した後、一段目の放射状改良体の延長
地点において、一段目と同様の動作を行って二段目の放
射状改良体を造成し所定の長さ噴射管を引き抜くか挿入
する動作を所定回数繰り返すことにより板状の放射状改
良体を造成すると共に、造成途中の所定箇所において、
板状改良体と直角または任意の角度で仕切盤状改良体を
造成することで未改良土をブロック状に包合し、未改良
土と一体としたブロック状集積改良体を応力体として利
用する地盤改良工法とした。
Furthermore, according to the present invention, in order to make the improved body a stress body, an injection pipe having one or several injection ports is inserted into the ground, and a hardening agent liquid or a hardening agent is introduced from this injection port. In a method of constructing an improved body by drawing out a high-pressure jet of water containing water containing water with a predetermined speed while injecting it in a predetermined direction, the operation of arbitrarily or stopping the injection port at a predetermined position and injecting for a predetermined time After repeating the operation of rotating and moving the injection pipe to a predetermined position to create the radial improvement body of the first stage, after pulling out or inserting the injection pipe of a predetermined length and moving the position of the injection port, the radial of the first stage After constructing the improved body, pulling out or inserting the injection pipe for a predetermined length and moving the position of the injection port, then at the extension point of the radial improved body of the first stage, perform the same operation as the first stage and perform the second stage. Create radial improvement body By repeating a predetermined number of times an operation of inserting or pulling out a predetermined length injection pipe while construct a plate-like radial improvement body, at a predetermined position in the middle reclamation,
The unmodified soil is incorporated into a block by forming a partitioning plate-shaped improved body at a right angle or an arbitrary angle with the plate-shaped improved body, and the block-shaped integrated improved body integrated with the unmodified soil is used as a stress body. The ground improvement method was adopted.

【0012】本発明は、改良体の断面形状を任意あるい
は所定の放射状配置扇状結合体とすべく、1箇所ないし
は数箇所の噴射口を有する噴射管を地中に挿入し、この
噴射口より硬化剤液または硬化剤を含む水の高圧ジェッ
トを所定の方向に噴射しながら所定速度で引き抜くこと
により改良体を造成する工法にあって、噴射口を任意あ
るいは所定の位置で任意の角度回転させることにより、
改良体の断面形状を任意あるいは所定の放射状配置扇状
結合体とした地盤改良工法とした。
According to the present invention, an injection pipe having one or several injection holes is inserted into the ground so that the improved body has a cross-sectional shape of any desired or predetermined radial arrangement fan-shaped combination, and the improvement pipe is cured from this injection hole. In a method of constructing an improved body by ejecting a high-pressure jet of water containing a liquid agent or a hardening agent in a predetermined direction at a predetermined speed, rotating an injection port at an arbitrary angle or at an arbitrary angle in a predetermined position. Due to
The ground improvement method was adopted in which the cross-sectional shape of the improved body was a fan-shaped combined body having an arbitrary or predetermined radial arrangement.

【0013】また、本発明は、任意あるいは所定の放射
状配置扇状結合改良体とすべく、1箇所ないしは数箇所
の噴射口を有する噴射管を地中に挿入し、この噴射口よ
り硬化剤液または硬化剤を含む水の高圧ジェットを所定
の方向に噴射しながら所定速度で引き抜くことにより改
良体を造成する工法にあって、噴射口を任意あるいは所
定の位置で任意の角度回転させながら引き抜くか挿入す
ることにより、任意あるいは所定の放射状配置扇状結合
改良体を造成する地盤改良工法とした。
Further, according to the present invention, an injection pipe having one or several injection ports is inserted into the ground so as to provide an arbitrary or predetermined radial arrangement fan-shaped connection improving member, and the hardening agent liquid or In a method of constructing an improved body by ejecting a high-pressure jet of water containing a curing agent in a prescribed direction while withdrawing it at a prescribed speed, withdrawing or inserting the ejection port while rotating the ejection port at an arbitrary angle or at an arbitrary angle. By doing so, a ground improvement construction method for creating an arbitrary or predetermined radial arrangement fan-shaped joint improvement body was obtained.

【0014】さらに、本発明は、任意あるいは所定の放
射状配置扇状結合改良体とすべく、1箇所ないしは数箇
所の噴射口を有する噴射管を地中に挿入し、この噴射口
より硬化剤液または硬化剤を含む水の高圧ジェットを所
定の方向に噴射しながら所定速度で引き抜くことにより
改良体を造成する工法にあって、噴射口を任意あるいは
所定の位置で任意の角度回転させる動作と引き抜くか挿
入する動作を繰り返すことにより、任意あるいは所定の
放射状配置扇状結合改良体を造成する地盤改良工法とし
た。
Furthermore, according to the present invention, an injection pipe having one or several injection ports is inserted into the ground to provide an arbitrary or predetermined radial arrangement fan-shaped joint improving member, and the curing agent liquid or In a method of constructing an improved body by ejecting a high-pressure jet of water containing a curing agent in a prescribed direction at a prescribed speed, is there an operation of rotating the ejection port at an arbitrary angle or at a prescribed position and withdrawing it? By repeating the inserting operation, a ground improvement method was created in which an arbitrary or predetermined radial arrangement fan-shaped joint improvement body was created.

【0015】さらにまた、本発明は、任意あるいは所定
の放射状配置扇状結合改良体とすべく、1箇所ないしは
数箇所の噴射口を有する噴射管を地中に挿入し、この噴
射口より硬化剤液または硬化剤を含む水の高圧ジェット
を所定の方向に噴射しながら所定速度で引き抜くことに
より改良体を造成する工法にあって、噴射口を任意ある
いは所定の位置で任意の角度回転させて一段目の放射状
配置扇状結合体を造成してから所定の長さ噴射管を引き
抜くか挿入して噴射口の位置を移動した後、一段目の放
射状配置扇状結合体の延長地点において、一段目と同様
の動作を行って二段目の放射状配置扇状結合体を造成
し、所定の長さ噴射管を引き抜くか挿入する動作を所定
の回数繰り返すことにより任意あるいは所定の放射状配
置扇状結合改良体を造成する地盤改良工法とした。
Furthermore, according to the present invention, an injection pipe having one or several injection ports is inserted into the ground so as to provide an arbitrary or predetermined radial arrangement fan-shaped joint improving member, and the hardening agent liquid is injected from this injection port. Alternatively, in a method of constructing an improved body by ejecting a high-pressure jet of water containing a curing agent in a predetermined direction at a predetermined speed, the first stage by rotating the injection port at an arbitrary angle or at a predetermined position After forming the radial arrangement fan-shaped combined body, after pulling out or inserting the injection pipe of a predetermined length and moving the position of the injection port, at the extension point of the first-stage radial arrangement fan-shaped combined body, the same as in the first step By performing an operation to form a second radial arrangement fan-shaped combined body, and repeating an operation of pulling out or inserting the injection pipe of a predetermined length a predetermined number of times, an arbitrary or predetermined radial arrangement fan-shaped combination improving body is obtained. Was a soil improvement method to be formed.

【0016】さらにその上に、本発明は、網目状改良域
など任意の形状の集積改良域を造成すべく、1箇所ない
しは数箇所の噴射口を有する噴射管を地中に挿入し、こ
の噴射口より硬化剤液または硬化剤を含む水の高圧ジェ
ットを所定の方向に噴射しながら所定速度で引き抜くこ
とにより改良体を造成する工法にあって、噴射口を任意
あるいは所定の位置で任意の角度回転させて一段目の放
射状配置扇状結合体造成してから所定の長さ噴射管を引
き抜くか挿入して噴射口の位置を移動した後、一段目の
放射状配置扇状結合体の延長地点において、一段目と同
様の動作を行って二段目の放射状配置扇状結合体を造成
し、所定の長さ噴射管を引き抜くか挿入する動作を所定
の回数繰り返すことにより任意あるいは所定の放射状配
置扇状結合改良体を造成して、その放射状配置扇状結合
改良体を複数連結交叉もしくは連結造成することで、網
目状改良域など任意の形状の集積改良域を造成する地盤
改良工法とした。
Furthermore, according to the present invention, an injection pipe having one or several injection ports is inserted into the ground in order to create an accumulation improvement region of any shape such as a mesh improvement region, and this injection is performed. In a method of constructing an improved body by ejecting a high-pressure jet of hardening agent liquid or water containing a hardening agent from a mouth at a predetermined speed while ejecting it in a predetermined direction, the injection port can be set at an arbitrary angle or at an arbitrary angle at a predetermined position. After rotating and creating the first radial arrangement fan-shaped combined body, after pulling out or inserting the injection pipe of a predetermined length and moving the position of the injection port, at the extension point of the first-stage radial arrangement fan-shaped combined body, The same operation as the eye is performed to form the second radially arranged fan-shaped combined body, and the operation of pulling out or inserting the injection pipe of a predetermined length is repeated a predetermined number of times, so that the arbitrary or predetermined radially arranged fan-shaped combined body is improved. And reclamation, the radial arrangement fan coupling improved body by plural connecting cross or linking reclamation, was ground improvement method to construct a integrated improvement zone of any shape such as reticulated improved range.

【0017】さらにその上に、本発明は、放射状配置扇
状結合改良体と仕切盤状改良体を一体造成すべく、1箇
所ないしは数箇所の噴射口を有する噴射管を地中に挿入
し、この噴射口より硬化剤液または硬化剤を含む水の高
圧ジェットを所定の方向に噴射しながら所定速度で引き
抜くことにより改良体を造成する工法にあって、噴射口
を任意あるいは所定の位置で任意の角度回転させて一段
目の放射状配置扇状結合体を造成してから所定の長さ噴
射管を引き抜くか挿入して噴射口の位置を移動した後、
一段目の放射状配置扇状結合体の延長地点において、一
段目と同様の動作を行って二段目の放射状配置扇状結合
体を造成し、所定の長さ噴射管を引き抜くか挿入する動
作を所定の回数繰り返すことにより任意あるいは所定の
放射状配置扇状結合改良体を造成すると共に、造成途中
の所定箇所において、放射状配置扇状結合改良体と直角
または任意の角度で仕切盤状改良体を造成することで、
放射状配置扇状結合改良体と仕切盤状改良体を一体造成
する地盤改良工法とした。
Furthermore, according to the present invention, an injection pipe having one or several injection ports is inserted into the ground in order to integrally form the radially arranged fan-shaped joint improving member and the partitioning plate-like improving member. In a method of constructing an improved body by drawing out a high-pressure jet of a hardening agent liquid or water containing a hardening agent from a jet port at a predetermined speed while jetting it in a predetermined direction, the jet port can be set at an arbitrary position or at a predetermined position. After moving the position of the injection port by pulling out or inserting the injection pipe of a predetermined length after rotating the angle to create the first stage radial arrangement fan-shaped combination body,
At the extension point of the first radial arrangement fan-shaped assembly, the same operation as in the first step is performed to form the second-stage radial arrangement fan-shaped assembly, and the operation of pulling out or inserting the injection pipe of a predetermined length is specified. By repeating the number of times to create an arbitrary or predetermined radial arrangement fan-shaped bond improver, at a predetermined position in the process of forming a partitioning plate-like improver at a right angle or at an arbitrary angle with the radial arrangement fan-like bond improver,
This is a ground improvement method in which the radially arranged fan-shaped joint improving body and the partitioning board-like improving body are integrally formed.

【0018】さらにその上に、本発明は、対応した施工
する手段を備えた地盤改良装置とすべく、噴射管を地中
に挿入する手段と、噴射管の噴射口より硬化剤液または
硬化剤を含む水の高圧ジェットを所定の方向に噴射しな
がら引き上げるか挿入する手段とよりなり、改良体の形
状を所定のあるいは任意の放射状に造成する地盤改良装
置とした。
Furthermore, the present invention provides a ground improvement apparatus having a corresponding construction means, means for inserting an injection pipe into the ground, and a hardening agent liquid or a hardening agent from the injection port of the injection tube. And a means for pulling up or inserting a high-pressure jet of water containing water in a predetermined direction to form the improvement body in a predetermined or arbitrary radial shape.

【0019】[0019]

【発明の実施の態様】本発明を、添付する図面に示す具
体的な実施例に基づいて、以下詳細に説明する。
BEST MODE FOR CARRYING OUT THE INVENTION The present invention will be described in detail below based on specific embodiments shown in the accompanying drawings.

【0020】本発明に用いる噴射管1は、1箇所乃至は
数箇所の噴射口2を有している。無回転で造成壁厚さ1
cm〜20cm程度にするために、図1のように噴射口
2の配置を並列、乃至は斜めに配置している。また、放
射状配置扇状結合改良体を造成する場合には、図1の噴
射管の他、図2のような、噴射口2が多数配置されたも
のを用いることもある。
The injection pipe 1 used in the present invention has one or several injection ports 2. Non-rotating construction wall thickness 1
The injection ports 2 are arranged in parallel or obliquely as shown in FIG. 1 so as to be about cm to 20 cm. Further, in the case of forming the radially arranged fan-shaped coupling improving body, in addition to the injection pipe of FIG. 1, a structure in which a large number of injection ports 2 are arranged as shown in FIG. 2 may be used.

【0021】噴射管1の断面形状は円形または角形いず
れでもよく、噴射口2は1箇所乃至は数箇所であり、方
向は一方向でも多方向でもよい。また、噴射口2は同時
に全てを使用してもよいし、任意箇所のみを使用しても
よい。
The cross-sectional shape of the injection pipe 1 may be either circular or rectangular, and the injection port 2 may be provided at one location or at several locations, and the direction may be unidirectional or multidirectional. In addition, all the injection ports 2 may be used at the same time, or only arbitrary positions may be used.

【0022】図3では2箇所の噴射口2をほぼ同方向に
配置した例であり、符号11はスラリー距離測定用超音
波センサーである。噴射管内には1本乃至は数本の硬化
剤通路が各噴射口につながっており、硬化剤を含む水を
200〜500kgf/cm 2 程度の高圧ジェットとし
て地中に噴射する。なお、硬化剤を含む水の単独のみの
噴射の場合もあるが、圧縮空気と合わせて噴射すること
もある。
In FIG. 3, the two injection ports 2 are arranged in substantially the same direction.
It is an example of arrangement, and reference numeral 11 is a supersonic wave for measuring a slurry distance.
It is a wave sensor. One or several curing in the injection pipe
The agent passage is connected to each injection port, and water containing the curing agent
200-500 kgf / cm 2High pressure jet
And eject it into the ground. It should be noted that only the water containing the curing agent alone
Sometimes it is injected, but it should be injected together with compressed air.
There is also.

【0023】図4では6箇所の噴射口2を対向して均等
に配置した例であり、符号11はスラリー距離測定用超
音波センサーである。噴射管内には1本乃至は数本の硬
化剤通路が各噴射口につながっており、硬化剤を含む水
を200〜500kgf/cm2 程度の高圧ジェットと
して地中に噴射する。なお、硬化剤を含む水の単独のみ
の噴射の場合もあるが、圧縮空気と合わせて噴射するこ
ともある。
FIG. 4 shows an example in which six injection ports 2 are evenly arranged so as to face each other, and reference numeral 11 is an ultrasonic sensor for measuring slurry distance. Inside the injection pipe, one or several hardening agent passages are connected to the respective injection openings, and water containing the hardening agent is injected into the ground as a high-pressure jet of about 200 to 500 kgf / cm 2 . In some cases, only the water containing the curing agent is sprayed alone, but in some cases it is sprayed together with the compressed air.

【0024】図3の噴射管を使用した場合について説明
する。
The case where the injection pipe of FIG. 3 is used will be described.

【0025】まず、図5に示すように、対象地盤3にボ
ーリングマシン4あるいはアースオーガなどの適宜手段
により、噴射管1を所定深度まで挿入する。ここで、造
成マシンには、噴射角度、噴射時間、引上げ速度、深
度、スラリー距離などの計測、調整機能を有する管理装
置12が付属している。
First, as shown in FIG. 5, the injection pipe 1 is inserted into the target ground 3 by a proper means such as a boring machine 4 or an earth auger to a predetermined depth. Here, the creation machine is provided with a management device 12 having a function of measuring and adjusting the injection angle, the injection time, the pulling speed, the depth, the slurry distance and the like.

【0026】続いて噴射管1の硬化剤通路を経た高圧の
セメントミルク等の硬化剤を含む水を噴射口2より任意
時間噴射し、回転、再度停止噴射し、回転をして、所定
回数それを行うことで、所定または任意方向に任意本数
を有する放射状の改良体が造成できる。
Subsequently, water containing a hardening agent such as high-pressure cement milk that has passed through the hardening agent passage of the injection pipe 1 is jetted from the jet port 2 for an arbitrary time, rotated, stopped jetted again, and spun for a predetermined number of times. By carrying out, a radial improved body having an arbitrary number in a predetermined or arbitrary direction can be formed.

【0027】例えば、図3の噴射管を用いて、均等間隔
で6方向の放射状改良体を造成する場合は、2秒間停止
噴射後60度回転させて2秒間停止噴射、さらに60度
回転させて2秒間停止噴射することで、図6のような6
方向の放射状改良体5が造成できる。
For example, when using the injection pipe of FIG. 3 to form radial improved bodies in 6 directions at equal intervals, after stopping injection for 2 seconds, rotating by 60 degrees, stopping injection for 2 seconds, and further rotating by 60 degrees. By performing the stop injection for 2 seconds, 6
A radial improvement 5 can be created.

【0028】次に、噴射管1を1ステップ当たり2〜5
cm程度上昇させながら、図7のように所定の高さまで
の6方向の放射状改良体5が造成できる。
Next, the injection pipe 1 is set to 2 to 5 per step.
While raising by about cm, the radial improvement bodies 5 in 6 directions up to a predetermined height can be formed as shown in FIG.

【0029】また、各ステップごとの停止ではなく、所
定速度の引上げを行いつつ上記の動作を行ってもよい。
Further, instead of stopping at each step, the above operation may be performed while pulling up at a predetermined speed.

【0030】なお、仕切盤状改良体6を任意箇所、例え
ば中間部に造成する場合は、噴射管1を所定深度箇所に
おいて定速で回転することで、図8のような仕切盤状改
良体6と放射状改良体5の一体造成が可能である。
When the partition plate-shaped improvement body 6 is formed at an arbitrary position, for example, an intermediate part, the injection pipe 1 is rotated at a constant speed at a predetermined depth position so that the partition plate-shaped improvement body as shown in FIG. 6 and the radial improvement body 5 can be integrally formed.

【0031】また、1ステップ当たりの引き抜き距離を
長くすると、図9のように規則的枝状改良体12を造成
することができ、また噴射管1の回転移動を不規則に行
うことで、図10のような不規則的枝状改良体13を造
成することができる。
Further, if the pull-out distance per step is lengthened, the regular branch-like improving body 12 can be formed as shown in FIG. 9, and the rotational movement of the injection pipe 1 is performed irregularly. Irregular branch improvers 13 such as 10 can be created.

【0032】また、複数の板状改良体を所定または任意
の放射状に配置することで、板状の放射状改良体とする
こともできる。
Further, a plurality of plate-shaped improvement bodies may be arranged in a predetermined or arbitrary radial shape to form a plate-shaped radial improvement body.

【0033】図11に示すように噴射管1を所定の深度
に挿入し、噴射管1の硬化剤通路を経た高圧のセメント
ミルクなどの硬化剤を含む水を噴射口2より任意時間噴
射しながら所定深度まで引き抜くと、図12の板状改良
体7が造成できる。次に再び噴射管1を所定深度に挿入
し、先の板状改良体7に対して、任意の角度に噴射口を
位置させ、噴射管1の硬化剤通路を経た高圧のセメント
ミルクなどの硬化剤を含む水を噴射口2より任意時間噴
射しながら所定深度まで引き抜き、再度同様の動作を行
うことで、3本の板状改良体7を一体造成すると、図1
3のようなそれをかつ6方向放射状改良体5として造成
することができる。
As shown in FIG. 11, the injection pipe 1 is inserted at a predetermined depth, and water containing a hardening agent such as high-pressure cement milk that has passed through the hardening agent passage of the injection pipe 1 is jetted from the jet port 2 for an arbitrary time. When it is pulled out to a predetermined depth, the plate-shaped improvement body 7 of FIG. 12 can be formed. Next, the injection pipe 1 is inserted again at a predetermined depth, the injection port is positioned at an arbitrary angle with respect to the plate-shaped improvement body 7, and the high-pressure cement milk or the like is cured through the curing agent passage of the injection pipe 1. When the water containing the agent is ejected from the ejection port 2 for an arbitrary time to a predetermined depth and the same operation is performed again, the three plate-shaped improved bodies 7 are integrally formed.
It can be constructed as 3 and as 6 direction radial improver 5.

【0034】図14に、4方向放射状改良体5を前後左
右に規定間隔で交叉連結して、四角形状の集積改良域を
造成した例を示す。
FIG. 14 shows an example in which four-direction radial improvement bodies 5 are cross-connected to each other in the front-rear direction and the left-right direction at regular intervals to form a quadrangular accumulation improvement area.

【0035】図15では、停止後噴射後40度回転させ
て停止噴射、次に140度回転させて停止噴射、さらに
40度回転させ停止噴射、再び140度回転させ停止噴
射後ステップアップし、同様に所定深度まで繰り返して
造成した非等間隔4方向放射状改良体5を示す。この場
合、各ステップごとの停止ではなく、所定速度の引上げ
を行いつつ上記動作を行ってもよい。
In FIG. 15, after the post-stop injection, the post-stop injection is rotated by 40 degrees to the stop injection, then rotated by 140 degrees to the stop injection, further rotated by 40 degrees to the stop injection, and again rotated by 140 degrees, and step-up is performed after the stop injection. The non-equidistant four-direction radial improvement body 5 repeatedly formed to a predetermined depth is shown in FIG. In this case, the above-described operation may be performed while pulling up at a predetermined speed instead of stopping at each step.

【0036】これを複数一方向に連結造成し、その両側
に板状改良体7を造成し、網目状集積改良域を造成した
例を図16に示す。
FIG. 16 shows an example in which a plurality of them are connected and formed in one direction, and the plate-like improving body 7 is formed on both sides thereof to form a network-like accumulation improving area.

【0037】また、多方向の放射状改良体5を複数不規
則に連結し、網目状集積改良域を造成した例を図17に
示した。
FIG. 17 shows an example in which a plurality of multidirectional radial improving bodies 5 are irregularly connected to form a network-like accumulation improving area.

【0038】板状の放射状改良体5を造成すると共に、
造成途中の所定箇所において、板状改良体7に直角で仕
切盤状改良体6を造成し、これを複数交叉連結すること
で網目状集積改良域を造成し、未改良土をブロック状に
包合した例を図18に示した。ブロック状に包合された
未改良土は、板状改良体7、仕切盤状改良体6と一体と
なり、応力体として利用することができる。
While forming the plate-shaped radial improvement body 5,
At a predetermined place in the process of forming, a partitioning plate-shaped improvement body 6 is formed at a right angle to the plate-shaped improvement body 7, and a plurality of these are cross-linked to form a net-like accumulation improvement area, and unmodified soil is wrapped in blocks. The combined example is shown in FIG. The unmodified soil that has been wrapped in a block shape can be integrated with the plate-shaped improvement body 7 and the partition-board-shaped improvement body 6 and used as a stress body.

【0039】また、図19に、図4にある噴射管1を用
いて、角度30度、6方向の放射状配置扇状結合体8を
造成した例を示した。このとき、噴射管1は所定の速度
で30度回転するだけで、放射状配置扇状結合体8を造
成することができ、また、噴射管1を所定の速度で60
度回転することで、図20のような全円改良体を造成す
ることができる。
Further, FIG. 19 shows an example in which the injection pipe 1 shown in FIG. 4 is used to form the radially arranged fan-shaped combined body 8 with an angle of 30 degrees and six directions. At this time, the radial arrangement fan-shaped coupling body 8 can be formed only by rotating the injection pipe 1 at a predetermined speed by 30 degrees, and the injection pipe 1 can be rotated at a predetermined speed by 60 °.
By rotating it once, it is possible to form an improved whole circle as shown in FIG.

【0040】図19では、噴射管1を起点位置から30
度右に回転し放射状配置扇状結合体8を造成したが、続
いて1ステップ当たり2〜5cm程度上昇後30度左に
回転し、再び1ステップ当たり2〜5cm程度上昇後3
0度右に回転する。この動作を繰り返しながら、所定の
高さまでの6方向の放射状配置扇状結合改良体9を造成
した例を図21に示した。
In FIG. 19, the injection pipe 1 is placed at a position 30 from the starting position.
After rotating up to about 2 to 5 cm per step, it was rotated about 30 degrees to the left, and again about 2 to 5 cm per step.
Rotate 0 degrees to the right. FIG. 21 shows an example in which the radial arrangement fan-shaped coupling improvement body 9 in six directions up to a predetermined height is formed by repeating this operation.

【0041】この場合も各ステップごとの停止ではな
く、所定速度の引上げを行いつつ上記動作を行ってもよ
い。
In this case as well, the above operation may be performed while the speed is raised at a predetermined speed instead of stopping at each step.

【0042】また、図22には、噴射口2を4個有する
噴射管1を用いて、4方向の放射状配置扇状結合改良体
9を前後左右に規定間隔で交叉連結して、四角形状の集
積改良域を造成した例を示す。
Further, in FIG. 22, by using the injection pipe 1 having four injection ports 2, radial arrangement fan-shaped coupling improving bodies 9 in four directions are cross-connected to each other in a front-rear direction and a left-right direction at predetermined intervals to form a quadrangular accumulation. An example of creating an improved area is shown below.

【0043】なお、仕切盤状改良体6を任意箇所、例え
ば中間部に造成する場合は、噴射管1を所定深度箇所に
おいて定速で回転することで、図23のような仕切盤状
改良体6と放射状配置扇状結合改良体9の一体造成が可
能である。
When the partition plate-shaped improvement body 6 is formed at an arbitrary position, for example, an intermediate portion, the injection pipe 1 is rotated at a constant depth at a predetermined depth position, so that the partition plate-shaped improvement body as shown in FIG. 6 and the radial arrangement fan-shaped joint improving body 9 can be integrally formed.

【0044】なお、本発明は、垂直方向に限らず、図2
4のように水平方向、また斜め方向にも利用することが
できる。
It should be noted that the present invention is not limited to the vertical direction, but is not limited to FIG.
As shown in FIG. 4, it can be used in a horizontal direction or an oblique direction.

【0045】また、本発明は、放射状改良体造成のみな
らず、円柱状改良体の造成についても適用できる。
The present invention can be applied not only to the formation of the radial improvement body but also to the formation of the cylindrical improvement body.

【0046】さらに、格子状改良域や網目状改良域を造
成後に、非改良部の土質を別途改良し、各部分毎に強度
や止水効果を高めることや、非改良部の土質で、土質汚
染、水質汚染の部分観測を行うことができる。
Further, after constructing the lattice-improved area and the mesh-improved area, the soil quality of the non-improved area is separately improved to enhance the strength and water-stopping effect for each area, and the soil quality of the non-improved area Partial observation of pollution and water pollution can be performed.

【0047】本発明で、例えば図18に示すような、網
目状集積改良体を造成すると、図の左側から右側に水が
浸入する場合、改良体の板状改良体7の壁体、放射状改
良体5の壁体、放射状改良体5の壁体、板状改良体7の
壁体の4箇所の壁体を通らなければならないので、特に
止水効果が大きい。
In the present invention, when a mesh-like accumulation improving body as shown in, for example, FIG. 18 is formed, when water penetrates from the left side to the right side of the drawing, the wall body and the radial improvement of the plate-like improving body 7 of the improving body are improved. Since the wall body of the body 5, the wall body of the radial improvement body 5, and the wall body of the plate-like improvement body 7 must be passed at four places, the water stopping effect is particularly large.

【0048】また、本発明では、対象土全量の改良体を
造成する必要がなく、狭幅の改良体を作ることで、セメ
ントミルクなどの硬化剤の使用量が大幅に低減でき、施
工時間も半分ぐらいで済むので、コストダウンとなる。
また本発明は、放射状配置扇状結合改良体をつくること
で、対象土全量に対する改良率を容易にコントロールす
ることができ、目的に応じたきめ細かい設計と施工が可
能となる。
Further, in the present invention, it is not necessary to create an improved body for the entire amount of the target soil, and by making an improved body having a narrow width, the amount of the hardening agent such as cement milk used can be greatly reduced and the construction time can be shortened. Since it only takes about half, the cost will be reduced.
Further, according to the present invention, by making the radial arrangement fan-shaped joint improvement body, the improvement rate with respect to the total amount of the target soil can be easily controlled, and the fine design and construction according to the purpose can be performed.

【0049】[0049]

【発明の効果】本発明は、上述のように、1箇所ないし
は数箇所の噴射口を有する噴射管を地中に挿入し、この
噴射口より硬化剤液または硬化剤を含む水の高圧ジェッ
トを所定の方向に噴射しながら所定速度で引き抜くこと
により改良体を造成する工法にあって、噴射管を引き抜
くか挿入することにより改良体の形状を所定のまたは任
意の放射状とした地盤改良工法としたので、新しい地盤
改良技術として改良体の形状を所定のまたは任意の放射
状とすることができる。
As described above, according to the present invention, an injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing a hardening agent is injected from the injection holes. In the method of constructing an improved body by pulling out at a predetermined speed while injecting in a predetermined direction, a ground improvement method was adopted in which the shape of the improved body was a predetermined or arbitrary radial shape by pulling out or inserting an injection pipe. Therefore, as a new ground improvement technique, the shape of the improved body can be set to a predetermined or arbitrary radial shape.

【0050】また、本発明は、1箇所ないしは数箇所の
噴射口を有する噴射管を地中に挿入し、この噴射口より
硬化剤液または硬化剤を含む水の高圧ジェットを所定の
方向に噴射しながら所定速度で引き抜くことにより改良
体を造成する工法にあって、噴射口を任意あるいは所定
の位置に停止して所定時間噴射する動作と、任意あるい
は所定の位置に噴射管を回転移動する動作を繰り返すこ
とにより放射状の噴射を行い地盤を強化する地盤改良工
法としたので、規則的あるいは不規則的枝状改良体を提
供できる。
Further, according to the present invention, an injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing a hardening agent is injected in a predetermined direction from this injection port. However, in the construction method for constructing the improved body by pulling out at a predetermined speed, the operation of stopping the injection port at an arbitrary or predetermined position and injecting for a predetermined time, and the operation of rotationally moving the injection pipe to an arbitrary or predetermined position By repeating the above, the ground improvement method is performed in which the ground is strengthened by performing radial injection, so that it is possible to provide a regular or irregular branched improvement body.

【0051】さらに、本発明は、1箇所ないしは数箇所
の噴射口を有する噴射管を地中に挿入し、この噴射口よ
り硬化剤液または硬化剤を含む水の高圧ジェットを所定
の方向に噴射しながら所定速度で引き抜くことにより改
良体を造成する工法にあって、噴射口を任意あるいは所
定の位置に停止して所定時間噴射する動作と任意あるい
は所定の位置に噴射管を回転移動する動作を繰り返して
一段目の放射状改良体を造成してから所定の長さ噴射管
を引き抜くか挿入して噴射口の位置を移動した後、一段
目の放射状改良体の延長地点において、一段目と同様の
動作を行って二段目の放射状改良体を造成し、所定の長
さ噴射管を引き抜くか挿入する動作を所定の回数繰り返
すことにより板状の放射状改良体を造成する地盤改良工
法としたので、板状改良体を提供できる。
Furthermore, in the present invention, an injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing a hardening agent is injected in a predetermined direction from this injection port. However, in the method of constructing the improved body by pulling out at a predetermined speed, the operation of stopping the injection port at an arbitrary or predetermined position and injecting for a predetermined time and the operation of rotationally moving the injection pipe to the arbitrary or predetermined position are performed. After repeatedly constructing the radial improvement body of the first stage, after pulling out or inserting the injection pipe of a predetermined length and moving the position of the injection port, at the extension point of the radial improvement body of the first stage, the same as the first stage By performing the operation to create the second radial improvement body, the ground improvement method of creating a plate-shaped radial improvement body by repeating the operation of pulling out or inserting the injection pipe of a predetermined length a predetermined number of times, Board It can provide an improved body.

【0052】さらにまた、本発明は、1箇所ないしは数
箇所の噴射口を有する噴射管を地中に挿入し、この噴射
口より硬化剤液または硬化剤を含む水の高圧ジェットを
所定の方向に噴射しながら所定速度で引き抜くことによ
り改良体を造成する工法にあって、噴射管を引き抜くか
挿入することにより板状改良体を造成し、複数の板状改
良体を所定または任意の放射状に配置することで板状の
放射状改良体とした地盤改良工法としたので、板状改良
体を提供できる。
Furthermore, according to the present invention, an injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing a hardening agent is directed in a predetermined direction from the injection holes. In a method of creating an improved body by pulling out at a predetermined speed while jetting, a plate-shaped improved body is created by pulling out or inserting an injection pipe, and a plurality of plate-shaped improved bodies are arranged in a predetermined or arbitrary radial shape. By doing so, the ground improvement method is used as a plate-like radial improvement body, so that a plate-like improvement body can be provided.

【0053】さらにその上に、本発明は、1箇所ないし
は数箇所の噴射口を有する噴射管を地中に挿入し、この
噴射口より硬化剤液または硬化剤を含む水の高圧ジェッ
トを所定の方向に噴射しながら所定速度で引き抜くこと
により改良体を造成する工法にあって、噴射口を任意あ
るいは所定の位置に停止して所定時間噴射する動作と任
意あるいは所定の位置に噴射管を回転移動する動作を繰
り返して一段目の放射状改良体を造成してから所定の長
さ噴射管を引き抜くか挿入して噴射口の位置を移動した
後、一段目の放射状改良体の延長地点において、一段目
と同様の動作を行って二段目の放射状改良体を造成し、
所定の長さ噴射管を引き抜くか挿入する動作を所定の回
数繰り返すことにより板状の放射状改良体を造成し、そ
の板状改良体を複数連結交叉造成もしくは連結造成する
ことで網目状改良域など任意の形状の集積改良域を造成
する地盤改良工法としたので、交叉、接合した改良体を
提供できる。
Furthermore, in the present invention, an injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing a hardening agent is predetermined from the injection holes. In the construction method of constructing an improved body by pulling out at a predetermined speed while injecting in a direction, operation to stop the injection port at an arbitrary or predetermined position and inject for a predetermined time and rotationally move the injection pipe to an arbitrary or predetermined position Repeat the above operation to create the first-stage radial improvement body, and then pull out or insert the injection pipe of the specified length to move the position of the injection port, and then at the extension point of the first-stage radial improvement body, Perform the same operation as above to create the second radial improvement body,
By repeating the operation of pulling out or inserting the injection pipe of a predetermined length a predetermined number of times, a plate-shaped radial improvement body is created, and a plurality of the plate-shaped improvement bodies are connected by cross-linking or by connecting them to form a mesh-like improved area. Since the ground improvement method is used to form the accumulation improvement area having an arbitrary shape, it is possible to provide an improved body that is crossed and joined.

【0054】また、本発明は、1箇所ないしは数箇所の
噴射口を有する噴射管を地中に挿入し、この噴射口より
硬化剤液または硬化剤を含む水の高圧ジェットを所定の
方向に噴射しながら所定速度で引き抜くことにより改良
体を造成する工法にあって、噴射口を任意あるいは所定
の位置に停止して所定時間噴射する動作と任意あるいは
所定の位置に噴射管を回転移動する動作を繰り返して一
段目の放射状改良体を造成してから所定の長さ噴射管を
引き抜くか挿入して噴射口の位置を確認した後、一段目
の放射状改良体の延長地点において、一段目と同様の動
作を行って二段目の放射状改良体を造成し所定の長さ噴
射管を引き抜くか挿入する動作を所定の回数繰り返すこ
とにより板状の放射状改良体を造成し、交叉連結または
連結する板状の放射状改良体の強度が在来土の強度と同
等程度のうちに複数を連結交叉造成もしくは連結造成す
ることで網目状改良域など任意の形状の集積改良域を造
成する地盤改良工法としたので、交叉、連結し、先行改
良体と一体となった改良体とすることができる。
Further, according to the present invention, an injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing a hardening agent is injected in a predetermined direction from this injection port. However, in the method of constructing the improved body by pulling out at a predetermined speed, the operation of stopping the injection port at an arbitrary or predetermined position and injecting for a predetermined time and the operation of rotationally moving the injection pipe to the arbitrary or predetermined position are performed. After repeatedly constructing the radial improvement body of the first stage, after pulling out or inserting the injection pipe of a predetermined length and checking the position of the injection port, at the extension point of the radial improvement body of the first stage, the same as the first stage The plate-like radial improving body is formed by repeating the operation of forming the second-stage radial improving body and pulling out or inserting the injection pipe of a predetermined length a predetermined number of times, and cross-connecting or connecting the plate-like radial improving body. Release of Since the ground improvement method was used to create an accumulation improvement area of any shape, such as a mesh improvement area, by connecting multiple cross connection formations or connection formations within the same level as the strength of the conventional soil. The improved body can be crossed and connected to be integrated with the preceding improved body.

【0055】さらにまた、本発明は、1箇所ないしは数
箇所の噴射口を有する噴射管を地中に挿入し、この噴射
口より硬化剤液または硬化剤を含む水の高圧ジェットを
所定の方向に噴射しながら所定速度で引き抜くことによ
り改良体を造成する工法にあって、噴射口を任意あるい
は所定の位置に停止して所定時間噴射する動作と任意あ
るいは所定の位置に噴射管を回転移動する動作を繰り返
して一段目の放射状改良体を造成してから所定の長さ噴
射管を引き抜くか挿入して噴射口の位置を移動した後、
一段目の放射状改良体の延長地点において、一段目と同
様の動作を行って二段目の放射状改良体を造成し所定の
長さ噴射管を引き抜くか挿入する動作を所定の回数繰り
返すことにより板状の放射状改良体を造成すると共に、
造成途中の所定箇所において、板状改良体と直角または
任意の角度で仕切盤状改良体を造成することで未改良土
をブロック状に包合する地盤改良工法としたので、任意
の形状の集積改良域を提供できる。
Furthermore, according to the present invention, an injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing a hardening agent is directed in a predetermined direction from this injection port. In the construction method of constructing the improved body by pulling out at a predetermined speed while injecting, the operation of stopping the injection port at an arbitrary or predetermined position and injecting for a predetermined time and the operation of rotationally moving the injection pipe to an arbitrary or predetermined position After moving the position of the injection port by pulling out or inserting the injection pipe of a predetermined length after repeating the above to create the radial improved body of the first stage,
At the extension point of the first radial improver, the same operation as the first step is performed to create the second radial improver, and the operation of pulling out or inserting the injection pipe of a predetermined length is repeated a predetermined number of times. While creating a radial improvement body,
Since a ground improvement method was adopted in which unimproved soil was incorporated into blocks by creating a partition improvement at a right angle or at an arbitrary angle with the plate improvement at a predetermined location during construction, accumulation of any shape was possible. An improved area can be provided.

【0056】さらにその上に、本発明は、1箇所ないし
は数箇所の噴射口を有する噴射管を地中に挿入し、この
噴射口より硬化剤液または硬化剤を含む水の高圧ジェッ
トを所定の方向に噴射しながら所定速度で引き抜くこと
により改良体を造成する工法にあって、噴射口を任意あ
るいは所定の位置に停止して所定時間噴射する動作と任
意あるいは所定の位置に噴射管を回転移動する動作を繰
り返して一段目の放射状改良体を造成してから所定の長
さ噴射管を引き抜くか挿入して噴射口の位置を移動した
後、一段目の放射状改良体を造成してから所定の長さ噴
射管を引き抜くか挿入して噴射口の位置を移動した後、
一段目の放射状改良体の延長地点において、一段目と同
様の動作を行って二段目の放射状改良体を造成し所定の
長さ噴射管を引き抜くか挿入する動作を所定回数繰り返
すことにより板状の放射状改良体を造成すると共に、造
成途中の所定箇所において、板状改良体と直角または任
意の角度で仕切盤状改良体を造成することで未改良土を
ブロック状に包合し、未改良土と一体としたブロック状
集積改良体を応力体として利用する地盤改良工法とした
ので、改良体を応力体とすることができる。
Furthermore, in the present invention, an injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing a hardening agent is predetermined from the injection holes. In the construction method of constructing an improved body by pulling out at a predetermined speed while injecting in a direction, operation to stop the injection port at an arbitrary or predetermined position and inject for a predetermined time and rotationally move the injection pipe to an arbitrary or predetermined position Repeat the above operation to form the first-stage radial improvement body, then pull out or insert the injection pipe of a predetermined length to move the position of the injection port, and then form the first-stage radial improvement body After pulling out or inserting the length injection pipe and moving the position of the injection port,
At the extension point of the first radial improver, the same operation as the first step is performed to create the second radial improver, and the operation of pulling out or inserting the injection pipe of a predetermined length is repeated a predetermined number of times to form a plate shape. In addition to creating the radial improvement body of, the unmodified soil is incorporated into the block shape by creating a partitioning board-shaped improvement body at a right angle or an arbitrary angle with the plate-shaped improvement body at a predetermined position during the formation, Since the ground improvement method uses the block-shaped integrated improved body integrated with soil as the stress body, the improved body can be used as the stress body.

【0057】本発明は、1箇所ないしは数箇所の噴射口
を有する噴射管を地中に挿入し、この噴射口より硬化剤
液または硬化剤を含む水の高圧ジェットを所定の方向に
噴射しながら所定速度で引き抜くことにより改良体を造
成する工法にあって、噴射口を任意あるいは所定の位置
で任意の角度回転させることにより、改良体の断面形状
を任意あるいは所定の放射状配置扇状結合体とした地盤
改良工法であるので、改良体の断面形状を任意あるいは
所定の放射状配置扇状結合体が造成できる。
In the present invention, an injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing a hardening agent is jetted from the injection holes in a predetermined direction. In a method of constructing an improved body by pulling out at a predetermined speed, by rotating the injection port at an arbitrary angle or at a predetermined position, the sectional shape of the improved body is changed to an arbitrary or predetermined radial arrangement fan-shaped combined body. Since the ground improvement method is used, a radial arrangement fan-shaped combined body having an arbitrary or predetermined sectional shape can be formed.

【0058】また、本発明は、1箇所ないしは数箇所の
噴射口を有する噴射管を地中に挿入し、この噴射口より
硬化剤液または硬化剤を含む水の高圧ジェットを所定の
方向に噴射しながら所定速度で引き抜くことにより改良
体を造成する工法にあって、噴射口を任意あるいは所定
の位置で任意の角度回転させながら引き抜くか挿入する
ことにより、任意あるいは所定の放射状配置扇状結合改
良体を造成する地盤改良工法であるので、任意あるいは
所定の放射状配置扇状結合改良体を造成できる。
Further, according to the present invention, an injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing a hardening agent is injected in a predetermined direction from this injection port. However, in the method of constructing the improved body by pulling out at a predetermined speed, by pulling out or inserting the injection port while rotating the injection port at an arbitrary or predetermined position and by an arbitrary angle, an arbitrary or predetermined radial arrangement fan-shaped combination improved body Since it is a ground improvement method for producing the above-mentioned method, an arbitrary or predetermined radial arrangement fan-shaped combination improvement body can be produced.

【0059】さらに、本発明は、1箇所ないしは数箇所
の噴射口を有する噴射管を地中に挿入し、この噴射口よ
り硬化剤液または硬化剤を含む水の高圧ジェットを所定
の方向に噴射しながら所定速度で引き抜くことにより改
良体を造成する工法にあって、噴射口を任意あるいは所
定の位置で任意の角度回転させる動作と引き抜くか挿入
する動作を繰り返すことにより、任意あるいは所定の放
射状配置扇状結合改良体を造成する地盤改良工法である
ので、任意あるいは所定の放射状配置扇状結合改良体を
造成できる。
Further, in the present invention, an injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing a hardening agent is injected in a predetermined direction from this injection port. However, in the method of constructing the improved body by pulling out at a predetermined speed, by repeating the operation of rotating the injection port at an arbitrary angle or at an arbitrary angle and the operation of pulling out or inserting, an arbitrary or predetermined radial arrangement Since this is a ground improvement method for forming a fan-shaped joint improving body, an arbitrary or predetermined radial arrangement fan-shaped joint improving body can be formed.

【0060】さらにまた、本発明は、1箇所ないしは数
箇所の噴射口を有する噴射管を地中に挿入し、この噴射
口より硬化剤液または硬化剤を含む水の高圧ジェットを
所定の方向に噴射しながら所定速度で引き抜くことによ
り改良体を造成する工法にあって、噴射口を任意あるい
は所定の位置で任意の角度回転させて一段目の放射状配
置扇状結合体を造成してから所定の長さ噴射管を引き抜
くか挿入して噴射口の位置を移動した後、一段目の放射
状配置扇状結合体の延長地点において、一段目と同様の
動作を行って二段目の放射状配置扇状結合体を造成し、
所定の長さ噴射管を引き抜くか挿入する動作を所定の回
数繰り返すことにより任意あるいは所定の放射状配置扇
状結合改良体を造成する地盤改良工法であるので、任意
あるいは所定の放射状配置扇状結合改良体を造成でき
る。
Furthermore, in the present invention, an injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing the hardening agent is directed in a predetermined direction from this injection port. In the method of constructing the improved body by pulling it out at a predetermined speed while jetting, the injection port is rotated at an arbitrary angle or at a predetermined position to form the first radial arrangement fan-shaped combined body, and then the predetermined length is obtained. After pulling out or inserting the injection pipe and moving the position of the injection port, at the extension point of the first radial arrangement fan-shaped assembly, the same operation as the first step is performed to open the second radial arrangement fan-shaped assembly. Created
Since it is a ground improvement method that creates an arbitrary or predetermined radial arrangement fan-shaped joint improvement body by repeating the operation of pulling out or inserting the injection pipe of a predetermined length a predetermined number of times, an arbitrary or predetermined radial arrangement fan-shaped joint improvement body is created. Can be created.

【0061】さらにその上に、本発明は、1箇所ないし
は数箇所の噴射口を有する噴射管を地中に挿入し、この
噴射口より硬化剤液または硬化剤を含む水の高圧ジェッ
トを所定の方向に噴射しながら所定速度で引き抜くこと
により改良体を造成する工法にあって、噴射口を任意あ
るいは所定の位置で任意の角度回転させて一段目の放射
状配置扇状結合体造成してから所定の長さ噴射管を引き
抜くか挿入して噴射口の位置を移動した後、一段目の放
射状配置扇状結合体の延長地点において、一段目と同様
の動作を行って二段目の放射状配置扇状結合体を造成
し、所定の長さ噴射管を引き抜くか挿入する動作を所定
の回数繰り返すことにより任意あるいは所定の放射状配
置扇状結合改良体を造成して、その放射状配置扇状結合
改良体を複数連結交叉もしくは連結造成することで、網
目状改良域など任意の形状の集積改良域を造成する地盤
改良工法であるので、網目状改良域など任意の形状の集
積改良域を造成できる。
Furthermore, according to the present invention, an injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing a hardening agent is predetermined from the injection holes. In the method of constructing an improved body by pulling out at a predetermined speed while jetting in a direction, the injection port is rotated at an arbitrary angle or at a predetermined position at an arbitrary angle, and then the first radial arrangement fan-shaped combined body is formed and then the predetermined arrangement is formed. After pulling out or inserting the length injection pipe and moving the position of the injection port, at the extension point of the first radial arrangement fan-shaped assembly, the same operation as the first step is performed to perform the second-stage radial arrangement fan-shaped combination. By repeating the operation of pulling out or inserting the injection pipe of a predetermined length a predetermined number of times to create an arbitrary or predetermined radial arrangement fan-shaped joint improving body, and connecting a plurality of the radial arrangement fan-shaped joint improving bodies. Or by linking reclamation, because it is ground improvement method to construct a integrated improvement zone of any shape such as reticulated improved range, you can construct a integrated improvement zone of any shape such as reticulated improved range.

【0062】さらにその上に、本発明は、1箇所ないし
は数箇所の噴射口を有する噴射管を地中に挿入し、この
噴射口より硬化剤液または硬化剤を含む水の高圧ジェッ
トを所定の方向に噴射しながら所定速度で引き抜くこと
により改良体を造成する工法にあって、噴射口を任意あ
るいは所定の位置で任意の角度回転させて一段目の放射
状配置扇状結合体を造成してから所定の長さ噴射管を引
き抜くか挿入して噴射口の位置を移動した後、一段目の
放射状配置扇状結合体の延長地点において、一段目と同
様の動作を行って二段目の放射状配置扇状結合体を造成
し、所定の長さ噴射管を引き抜くか挿入する動作を所定
の回数繰り返すことにより任意あるいは所定の放射状配
置扇状結合改良体を造成すると共に、造成途中の所定箇
所において、放射状配置扇状結合改良体と直角または任
意の角度で仕切盤状改良体を造成することで、放射状配
置扇状結合改良体と仕切盤状改良体を一体造成する地盤
改良工法であるので、放射状配置扇状結合改良体と仕切
盤状改良体を一体造成できる。
Furthermore, according to the present invention, an injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing a hardening agent is predetermined from the injection holes. In the method of constructing an improved body by pulling out at a predetermined speed while ejecting in a direction, the injection port is rotated at an arbitrary angle or at a predetermined position to form the first radially arranged fan-shaped combined body, and then the predetermined structure is formed. After pulling out or inserting the injection pipe and moving the position of the injection port, at the extension point of the radial arrangement fan-shaped combination of the first stage, the same operation as the first stage is performed and the radial arrangement fan-shaped connection of the second stage is performed. The body is formed, and the operation of pulling out or inserting the injection pipe of a predetermined length is repeated a predetermined number of times to form an arbitrary or predetermined radial arrangement fan-shaped coupling improvement body, and at the predetermined place in the process of radiation, It is a ground improvement method that creates a radial layout fan-shaped improvement body and a partitioning board-shaped improvement body integrally by creating a partitioning board-shaped improvement body at a right angle or at an arbitrary angle with the layout fan-shaped connection improvement body. An improved body and a partitioning board-shaped improved body can be integrally formed.

【0063】さらにその上に、本発明は、噴射管を地中
に挿入する手段と、噴射管の噴射口より硬化剤液または
硬化剤を含む水の高圧ジェットを所定の方向に噴射しな
がら引き上げるか挿入する手段とよりなり、改良体の形
状を所定のあるいは任意の放射状に造成する地盤改良装
置であるので、対応した施工する手段を備えた地盤改良
装置を提供できる。
Furthermore, according to the present invention, a means for inserting the injection pipe into the ground and a high-pressure jet of the hardening agent liquid or water containing the hardening agent are ejected from the injection port of the injection tube while being ejected in a predetermined direction. Since it is a ground improvement device which is composed of an inserting means and forms the shape of the improvement body in a predetermined or arbitrary radial shape, it is possible to provide a ground improvement device having a corresponding construction means.

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

【図1】本発明に係る噴射管の3個の側面図である。FIG. 1 is a side view of three injection pipes according to the present invention.

【図2】本発明に係る噴射管の3個の側面図である。FIG. 2 is a side view of three injection pipes according to the present invention.

【図3】本発明に係る噴射管の斜視図である。FIG. 3 is a perspective view of an injection pipe according to the present invention.

【図4】本発明に係る噴射管の斜視図である。FIG. 4 is a perspective view of an injection pipe according to the present invention.

【図5】本発明の噴射管を地中に挿入した状態の断面図
である。
FIG. 5 is a cross-sectional view of the injection pipe of the present invention inserted in the ground.

【図6】本発明の6方向の放射状改良体を造成した状態
の平面図である。
FIG. 6 is a plan view of a state in which a six-direction radial improvement body of the present invention has been created.

【図7】本発明の噴射管で6方向の放射状改良体を造成
した状態の斜視図である。
FIG. 7 is a perspective view of a state in which a radial improvement body in 6 directions is formed by the injection pipe of the present invention.

【図8】本発明の噴射管で6方向の放射状改良体と仕切
盤を一体で連結して造成した状態の斜視図である。
FIG. 8 is a perspective view of a state in which a radial improvement body in 6 directions and a partition board are integrally connected to each other by the injection pipe of the present invention.

【図9】本発明の噴射管で規則的枝状改良体を造成した
状態の斜視図である。
FIG. 9 is a perspective view showing a state in which a regular branch-shaped improvement body has been formed with the injection pipe of the present invention.

【図10】本発明の噴射管で不規則的枝状改良体を造成
した状態の斜視図である。
FIG. 10 is a perspective view showing a state where an irregular branch-like improvement body is formed by the injection pipe of the present invention.

【図11】本発明の噴射管で板状改良体を造成している
状態の斜視図である。
FIG. 11 is a perspective view showing a state where a plate-shaped improvement body is formed by the injection pipe of the present invention.

【図12】本発明の噴射管で板状改良体を造成した状態
の斜視図である。
FIG. 12 is a perspective view showing a state where a plate-shaped improvement body is formed by the injection pipe of the present invention.

【図13】本発明の噴射管で板状改良体を交叉連結して
造成している状態の斜視図である。
FIG. 13 is a perspective view showing a state in which plate-shaped improvement bodies are cross-connected and formed by the injection pipe of the present invention.

【図14】本発明の4方向放射状改良体を複数交叉連結
して、四角形状の集積改良域を造成した状態の平面図で
ある。
FIG. 14 is a plan view of a state in which a plurality of four-direction radial improvement bodies of the present invention are cross-linked to form a quadrangular accumulation improvement area.

【図15】本発明の非等間隔4方向放射状改良体を造成
した状態の平面図である。
FIG. 15 is a plan view showing a state where the non-equidistant four-direction radial improvement body of the present invention is constructed.

【図16】本発明の非等間隔4方向放射状改良体を複数
一方向に連結して造成し、その両側に板状改良体を造成
し網目状改良域を造成した状態の平面図である。
FIG. 16 is a plan view showing a state in which a plurality of non-equidistant four-direction radial improving bodies of the present invention are connected to each other in one direction and plate-like improving bodies are formed on both sides thereof to form a net-like improved area. .

【図17】本発明の多方向の放射状改良体を複数不規則
に交叉連結し、網目状改良域を造成した状態の平面図で
ある。
FIG. 17 is a plan view showing a state in which a multi-direction radial improvement body of the present invention is irregularly cross-connected and a mesh-like improvement region is formed.

【図18】本発明の噴射管で4方向放射状改良体と仕切
盤を一体で造成した改良体を複数交叉連結した状態の斜
視図である。
FIG. 18 is a perspective view showing a state in which a plurality of improved bodies in which a four-way radial improved body and a partition board are integrally formed by the injection pipe of the present invention are cross-connected.

【図19】本発明の断面形状が6方向の放射状配置扇状
結合体を造成した状態の平面図である。
FIG. 19 is a plan view showing a state where a radially arranged fan-shaped combined body having a cross-sectional shape of 6 directions according to the present invention is formed.

【図20】本発明の断面形状が6方向の放射状配置扇状
結合体を造成した状態の平面図である。
FIG. 20 is a plan view showing a state where a radially arranged fan-shaped combined body having a cross-sectional shape of 6 directions according to the present invention is formed.

【図21】本発明の6方向の放射状配置扇状結合改良体
を造成した状態の斜視図である。
FIG. 21 is a perspective view of a state in which a six-direction radial arrangement fan-shaped coupling improving body of the present invention is constructed.

【図22】本発明の4方向の放射状配置扇状結合改良体
を複数交叉連結して、四角形状の集積改良域を造成した
状態の平面図である。
FIG. 22 is a plan view of a state in which a plurality of quadrilateral radial arrangement fan-shaped joint improving bodies of the present invention are cross-linked to form a quadrangular accumulation improving area.

【図23】本発明の噴射管で4方向の放射状配置扇状結
合改良体と仕切盤を一体で造成した状態の斜視図であ
る。
FIG. 23 is a perspective view showing a state in which a radial arrangement fan-shaped connection improving body in four directions and a partition board are integrally formed in the injection pipe of the present invention.

【図24】本発明の噴射管で4方向放射状改良体と仕切
盤を一体で造成した改良体を水平方向から複数交叉連結
した状態の斜視図である。
FIG. 24 is a perspective view showing a state in which a plurality of improved bodies in which a four-way radial improved body and a partition board are integrally formed by the injection pipe of the present invention are cross-connected from the horizontal direction.

【符号の説明】[Explanation of symbols]

1…噴射管 2…噴射口 3…対象地盤 4…ボーリングマシン 5…放射状改良体 6…仕切盤状改良体 7…板状改良体 8…放射状配置扇状結合体 9…放射状配置扇状改良体 11…スラリー距離測定用超音波センサー 12…規則的枝状改良体 13…不規則的枝状改良体 1 ... Injection pipe 2 ... Injection port 3 ... Target ground 4 ... Boring machine 5 ... Radial improvement 6 ... Improved partitioning board 7 ... Improved plate 8 ... Radially arranged fan-shaped combined body 9 ... Radially arranged fan-shaped improvement body 11 ... Ultrasonic sensor for measuring slurry distance 12 ... Regular branched improvement 13 ... Irregular branched improvement

フロントページの続き Fターム(参考) 2D040 AB03 BA01 BD02 BD03 CB03 DA12 DA13 DA17 FA02 FA03 FA04 Continued front page    F-term (reference) 2D040 AB03 BA01 BD02 BD03 CB03                       DA12 DA13 DA17 FA02 FA03                       FA04

Claims (15)

【特許請求の範囲】[Claims] 【請求項1】 1箇所ないしは数箇所の噴射口を有する
噴射管を地中に挿入し、この噴射口より硬化剤液または
硬化剤を含む水の高圧ジェットを所定の方向に噴射しな
がら所定速度で引き抜くことにより改良体を造成する工
法にあって、噴射管を引き抜くか挿入することにより改
良体の形状を所定のまたは任意の放射状とした地盤改良
工法。
1. An injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing a hardening agent is injected from the injection holes in a predetermined direction at a predetermined speed. In the construction method for constructing an improved body by pulling out with, the ground improvement construction method in which the shape of the improved body is set to a predetermined or arbitrary radial shape by pulling out or inserting the injection pipe.
【請求項2】 1箇所ないしは数箇所の噴射口を有する
噴射管を地中に挿入し、この噴射口より硬化剤液または
硬化剤を含む水の高圧ジェットを所定の方向に噴射しな
がら所定速度で引き抜くことにより改良体を造成する工
法にあって、噴射口を任意あるいは所定の位置に停止し
て所定時間噴射する動作と、任意あるいは所定の位置に
噴射管を回転移動する動作を繰り返すことにより放射状
の噴射を行い地盤を強化する地盤改良工法。
2. An injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing the hardening agent is injected from this injection port in a predetermined direction at a predetermined speed. In the construction method of constructing the improved body by pulling out by, by repeating the operation of stopping the injection port at an arbitrary or predetermined position and injecting for a predetermined time, and the operation of rotationally moving the injection pipe to an arbitrary or predetermined position. A ground improvement method that strengthens the ground by performing radial injection.
【請求項3】 1箇所ないしは数箇所の噴射口を有する
噴射管を地中に挿入し、この噴射口より硬化剤液または
硬化剤を含む水の高圧ジェットを所定の方向に噴射しな
がら所定速度で引き抜くことにより改良体を造成する工
法にあって、噴射口を任意あるいは所定の位置に停止し
て所定時間噴射する動作と任意あるいは所定の位置に噴
射管を回転移動する動作を繰り返して一段目の放射状改
良体を造成してから所定の長さ噴射管を引き抜くか挿入
して噴射口の位置を移動した後、一段目の放射状改良体
の延長地点において、一段目と同様の動作を行って二段
目の放射状改良体を造成し、所定の長さ噴射管を引き抜
くか挿入する動作を所定の回数繰り返すことにより板状
の放射状改良体を造成する地盤改良工法。
3. An injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing a hardening agent is ejected from this injection port in a predetermined direction at a predetermined speed. In the construction method of constructing the improved body by pulling out with, the operation of stopping the injection port at an arbitrary or predetermined position and injecting for a predetermined time and the operation of rotationally moving the injection pipe to an arbitrary or predetermined position are repeated. After constructing the radial improvement body, after pulling out or inserting the injection pipe of a predetermined length and moving the position of the injection port, perform the same operation as the first stage at the extension point of the first radial improvement body. A ground improvement method in which a plate-shaped radial improvement body is formed by repeating the operation of forming a second-stage radial improvement body and pulling out or inserting an injection pipe of a predetermined length a predetermined number of times.
【請求項4】 1箇所ないしは数箇所の噴射口を有する
噴射管を地中に挿入し、この噴射口より硬化剤液または
硬化剤を含む水の高圧ジェットを所定の方向に噴射しな
がら所定速度で引き抜くことにより改良体を造成する工
法にあって、噴射管を引き抜くか挿入することにより板
状改良体を造成し、複数の板状改良体を所定または任意
の放射状に配置することで板状の放射状改良体とした地
盤改良工法。
4. An injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing a hardening agent is injected from the injection holes in a predetermined direction at a predetermined speed. In the method of creating an improved body by pulling out with, a plate-shaped improved body is created by pulling out or inserting the injection pipe, and a plurality of plate-shaped improved bodies are arranged in a predetermined or arbitrary radial shape. Ground improvement method with radial improvement body.
【請求項5】 1箇所ないしは数箇所の噴射口を有する
噴射管を地中に挿入し、この噴射口より硬化剤液または
硬化剤を含む水の高圧ジェットを所定の方向に噴射しな
がら所定速度で引き抜くことにより改良体を造成する工
法にあって、噴射口を任意あるいは所定の位置に停止し
て所定時間噴射する動作と任意あるいは所定の位置に噴
射管を回転移動する動作を繰り返して一段目の放射状改
良体を造成してから所定の長さ噴射管を引き抜くか挿入
して噴射口の位置を移動した後、一段目の放射状改良体
の延長地点において、一段目と同様の動作を行って二段
目の放射状改良体を造成し、所定の長さ噴射管を引き抜
くか挿入する動作を所定の回数繰り返すことにより板状
の放射状改良体を造成し、その板状改良体を複数連結交
叉造成もしくは連結造成することで網目状改良域など任
意の形状の集積改良域を造成する地盤改良工法。
5. An injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing a hardening agent is injected from this injection port in a predetermined direction at a predetermined speed. In the construction method of constructing the improved body by pulling out with, the operation of stopping the injection port at an arbitrary or predetermined position and injecting for a predetermined time and the operation of rotationally moving the injection pipe to an arbitrary or predetermined position are repeated. After constructing the radial improvement body, after pulling out or inserting the injection pipe of a predetermined length and moving the position of the injection port, perform the same operation as the first stage at the extension point of the first radial improvement body. A plate-shaped radial improvement body is created by forming a second-stage radial improvement body and repeating the operation of pulling out or inserting the injection pipe of a predetermined length a predetermined number of times, and a plurality of plate-like improvement bodies are connected to each other by cross-linking. Or connection A ground improvement method that creates an accumulation improvement area of any shape, such as a mesh improvement area.
【請求項6】 1箇所ないしは数箇所の噴射口を有する
噴射管を地中に挿入し、この噴射口より硬化剤液または
硬化剤を含む水の高圧ジェットを所定の方向に噴射しな
がら所定速度で引き抜くことにより改良体を造成する工
法にあって、噴射口を任意あるいは所定の位置に停止し
て所定時間噴射する動作と任意あるいは所定の位置に噴
射管を回転移動する動作を繰り返して一段目の放射状改
良体を造成してから所定の長さ噴射管を引き抜くか挿入
して噴射口の位置を確認した後、一段目の放射状改良体
の延長地点において、一段目と同様の動作を行って二段
目の放射状改良体を造成し所定の長さ噴射管を引き抜く
か挿入する動作を所定の回数繰り返すことにより板状の
放射状改良体を造成し、交叉連結または連結する板状の
放射状改良体の強度が在来土の強度と同等程度のうちに
複数を連結交叉造成もしくは連結造成することで網目状
改良域など任意の形状の集積改良域を造成する地盤改良
工法。
6. An injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing a hardening agent is injected from this injection port in a predetermined direction at a predetermined speed. In the construction method of constructing the improved body by pulling out with, the operation of stopping the injection port at an arbitrary or predetermined position and injecting for a predetermined time and the operation of rotationally moving the injection pipe to an arbitrary or predetermined position are repeated. After confirming the position of the injection port by pulling out or inserting the injection pipe of the specified length after creating the radial improvement body of, perform the same operation as the first step at the extension point of the radial improvement body of the first step. A plate-shaped radial improvement body is formed by forming a second-stage radial improvement body and repeating the operation of pulling out or inserting the injection pipe of a predetermined length a predetermined number of times, and cross-connecting or connecting the plate-like radial improvement body. Strength of Is a ground improvement method in which a plurality of connection improvement areas of any shape, such as a mesh improvement area, are created by connecting or constructing a plurality of connections within the same level as the strength of conventional soil.
【請求項7】 1箇所ないしは数箇所の噴射口を有する
噴射管を地中に挿入し、この噴射口より硬化剤液または
硬化剤を含む水の高圧ジェットを所定の方向に噴射しな
がら所定速度で引き抜くことにより改良体を造成する工
法にあって、噴射口を任意あるいは所定の位置に停止し
て所定時間噴射する動作と任意あるいは所定の位置に噴
射管を回転移動する動作を繰り返して一段目の放射状改
良体を造成してから所定の長さ噴射管を引き抜くか挿入
して噴射口の位置を移動した後、一段目の放射状改良体
の延長地点において、一段目と同様の動作を行って二段
目の放射状改良体を造成し所定の長さ噴射管を引き抜く
か挿入する動作を所定の回数繰り返すことにより板状の
放射状改良体を造成すると共に、造成途中の所定箇所に
おいて、板状改良体と直角または任意の角度で仕切盤を
造成することで、未改良土をブロック状に包合し任意の
形状の集積改良域を造成する地盤改良工法。
7. An injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing a hardening agent is ejected from this injection port in a predetermined direction at a predetermined speed. In the construction method of constructing the improved body by pulling out with, the operation of stopping the injection port at an arbitrary or predetermined position and injecting for a predetermined time and the operation of rotationally moving the injection pipe to an arbitrary or predetermined position are repeated. After constructing the radial improvement body, after pulling out or inserting the injection pipe of a predetermined length and moving the position of the injection port, perform the same operation as the first stage at the extension point of the first radial improvement body. A plate-shaped radial improvement body is formed by repeating the operation of forming the second-stage radial improvement body and pulling out or inserting the injection pipe of a predetermined length a predetermined number of times, and at the predetermined place in the process of forming the plate-like radial improvement body. body A ground improvement method in which unmodified soil is incorporated into blocks to create an integrated improvement area of any shape by creating a partitioning board at a right angle or at any angle.
【請求項8】 1箇所ないしは数箇所の噴射口を有する
噴射管を地中に挿入し、この噴射口より硬化剤液または
硬化剤を含む水の高圧ジェットを所定の方向に噴射しな
がら所定速度で引き抜くことにより改良体を造成する工
法にあって、噴射口を任意あるいは所定の位置に停止し
て所定時間噴射する動作と任意あるいは所定の位置に噴
射管を回転移動する動作を繰り返して一段目の放射状改
良体を造成してから所定の長さ噴射管を引き抜くか挿入
して噴射口の位置を移動した後、一段目の放射状改良体
の延長地点において、一段目と同様の動作を行って二段
目の放射状改良体を造成し所定の長さ噴射管を引き抜く
か挿入する動作を所定回数繰り返すことにより板状の放
射状改良体を造成すると共に、造成途中の所定箇所にお
いて、板状改良体と直角または任意の角度で仕切盤を造
成することで未改良土をブロック状に包合し、未改良土
と一体としたブロック状集積改良体を応力体として利用
する地盤改良工法。
8. An injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing a hardening agent is injected from this injection port in a predetermined direction at a predetermined speed. In the construction method of constructing the improved body by pulling out with, the operation of stopping the injection port at an arbitrary or predetermined position and injecting for a predetermined time and the operation of rotationally moving the injection pipe to an arbitrary or predetermined position are repeated. After constructing the radial improvement body, after pulling out or inserting the injection pipe of a predetermined length and moving the position of the injection port, perform the same operation as the first stage at the extension point of the first radial improvement body. A plate-shaped radial improvement body is formed by repeating the operation of forming the second-stage radial improvement body and pulling out or inserting the injection pipe of a predetermined length a predetermined number of times, and at the predetermined location in the process of forming, the plate-shaped improvement body When A soil improvement method in which unmodified soil is incorporated into blocks by creating a partitioning machine at a right angle or at an arbitrary angle, and a block-shaped integrated improved body integrated with unmodified soil is used as a stress body.
【請求項9】 1箇所ないしは数箇所の噴射口を有する
噴射管を地中に挿入し、この噴射口より硬化剤液または
硬化剤を含む水の高圧ジェットを所定の方向に噴射しな
がら所定速度で引き抜くことにより改良体を造成する工
法にあって、噴射口を任意あるいは所定の位置で任意の
角度回転させることにより、改良体の断面形状を任意あ
るいは所定の放射状配置扇状結合体とした地盤改良工
法。
9. An injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing a hardening agent is injected from this injection port in a predetermined direction at a predetermined speed. In the method of constructing an improved body by pulling out with, the improvement of the ground by changing the cross-sectional shape of the improved body into a radial arrangement fan-shaped combined body by rotating the injection port at an arbitrary angle or at a predetermined position. Construction method.
【請求項10】 1箇所ないしは数箇所の噴射口を有す
る噴射管を地中に挿入し、この噴射口より硬化剤液また
は硬化剤を含む水の高圧ジェットを所定の方向に噴射し
ながら所定速度で引き抜くことにより改良体を造成する
工法にあって、噴射口を任意あるいは所定の位置で任意
の角度回転させながら引き抜くか挿入することにより、
任意あるいは所定の放射状配置扇状結合改良体を造成す
る地盤改良工法。
10. An injection pipe having one or several injection ports is inserted into the ground, and a high speed jet of a hardening agent liquid or water containing a hardening agent is injected from this injection port in a predetermined direction at a predetermined speed. In the construction method to create an improved body by pulling out with, by pulling out or inserting while rotating the injection port at any angle at an arbitrary or predetermined position,
A ground improvement method for forming an arbitrary or predetermined radial arrangement fan-shaped improved joint.
【請求項11】 1箇所ないしは数箇所の噴射口を有す
る噴射管を地中に挿入し、この噴射口より硬化剤液また
は硬化剤を含む水の高圧ジェットを所定の方向に噴射し
ながら所定速度で引き抜くことにより改良体を造成する
工法にあって、噴射口を任意あるいは所定の位置で任意
の角度回転させる動作と引き抜くか挿入する動作を繰り
返すことにより、任意あるいは所定の放射状配置扇状結
合改良体を造成する地盤改良工法。
11. An injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing a hardening agent is ejected from this injection port in a predetermined direction at a predetermined speed. In the construction method of constructing an improved body by pulling out with, by repeating the operation of rotating the injection port at an arbitrary angle or an arbitrary angle and the operation of withdrawing or inserting, an arbitrary or predetermined radial arrangement fan-shaped coupling improved body Ground improvement method to create
【請求項12】 1箇所ないしは数箇所の噴射口を有す
る噴射管を地中に挿入し、この噴射口より硬化剤液また
は硬化剤を含む水の高圧ジェットを所定の方向に噴射し
ながら所定速度で引き抜くことにより改良体を造成する
工法にあって、噴射口を任意あるいは所定の位置で任意
の角度回転させて一段目の放射状配置扇状結合体を造成
してから所定の長さ噴射管を引き抜くか挿入して噴射口
の位置を移動した後、一段目の放射状配置扇状結合体の
延長地点において、一段目と同様の動作を行って二段目
の放射状配置扇状結合体を造成し、所定の長さ噴射管を
引き抜くか挿入する動作を所定の回数繰り返すことによ
り任意あるいは所定の放射状配置扇状結合改良体を造成
する地盤改良工法。
12. An injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing a hardening agent is injected from this injection port in a predetermined direction at a predetermined speed. In the method of constructing the improved body by pulling out with, the injection port is rotated at an arbitrary angle or at a predetermined position at an arbitrary angle to form the first-stage radially arranged fan-shaped combined body, and then the injection pipe of a predetermined length is pulled out. After inserting or moving the position of the injection port, at the extension point of the radially arranged fan-shaped combined body of the first stage, the same operation as that of the first stage is performed to form the radially arranged fan-shaped combined body of the second stage, and A ground improvement method for forming an arbitrary or predetermined radial arrangement fan-shaped improved joint by repeating the operation of pulling out or inserting the length injection pipe a predetermined number of times.
【請求項13】 1箇所ないしは数箇所の噴射口を有す
る噴射管を地中に挿入し、この噴射口より硬化剤液また
は硬化剤を含む水の高圧ジェットを所定の方向に噴射し
ながら所定速度で引き抜くことにより改良体を造成する
工法にあって、噴射口を任意あるいは所定の位置で任意
の角度回転させて一段目の放射状配置扇状結合体造成し
てから所定の長さ噴射管を引き抜くか挿入して噴射口の
位置を移動した後、一段目の放射状配置扇状結合体の延
長地点において、一段目と同様の動作を行って二段目の
放射状配置扇状結合体を造成し、所定の長さ噴射管を引
き抜くか挿入する動作を所定の回数繰り返すことにより
任意あるいは所定の放射状配置扇状結合改良体を造成し
て、その放射状配置扇状結合改良体を複数連結交叉もし
くは連結造成することで、網目状改良域など任意の形状
の集積改良域を造成する地盤改良工法。
13. An injection pipe having one or several injection ports is inserted into the ground, and a high-pressure jet of a hardening agent liquid or water containing the hardening agent is injected from this injection port in a predetermined direction at a predetermined speed. In the method of constructing the improved body by pulling out with, the injection port is rotated at an arbitrary angle or at a predetermined position at an arbitrary angle to form the first-stage radial arrangement fan-shaped combined body, and then the injection pipe is pulled out for a predetermined length. After inserting and moving the position of the injection port, at the extension point of the first-stage radial arrangement fan-shaped assembly, the same operation as the first step is performed to form the second-stage radial arrangement fan-shaped combination body, and the predetermined length By repeating the operation of pulling out or inserting the injection pipe a predetermined number of times, an arbitrary or predetermined radial arrangement fan-shaped joint improving body is formed, and a plurality of the radial arrangement fan-shaped joint improving bodies are cross-linked or connected. A ground improvement method that creates an accumulation improvement area of any shape, such as a mesh improvement area.
【請求項14】 1箇所ないしは数箇所の噴射口を有す
る噴射管を地中に挿入し、この噴射口より硬化剤液また
は硬化剤を含む水の高圧ジェットを所定の方向に噴射し
ながら所定速度で引き抜くことにより改良体を造成する
工法にあって、噴射口を任意あるいは所定の位置で任意
の角度回転させて一段目の放射状配置扇状結合体を造成
してから所定の長さ噴射管を引き抜くか挿入して噴射口
の位置を移動した後、一段目の放射状配置扇状結合体の
延長地点において、一段目と同様の動作を行って二段目
の放射状配置扇状結合体を造成し、所定の長さ噴射管を
引き抜くか挿入する動作を所定の回数繰り返すことによ
り任意あるいは所定の放射状配置扇状結合改良体を造成
すると共に、造成途中の所定箇所において、放射状配置
扇状結合改良体と直角または任意の角度で仕切盤状改良
体を造成することで、放射状配置扇状結合改良体と仕切
盤状改良体を一体造成する地盤改良工法。
14. An injection pipe having one or several injection ports is inserted into the ground, and a high speed jet of a hardening agent liquid or water containing a hardening agent is injected from this injection port in a predetermined direction at a predetermined speed. In the method of constructing the improved body by pulling out with, the injection port is rotated at an arbitrary angle or at a predetermined position at an arbitrary angle to form the first-stage radially arranged fan-shaped combined body, and then the injection pipe of a predetermined length is pulled out. After inserting or moving the position of the injection port, at the extension point of the radially arranged fan-shaped combined body of the first stage, the same operation as that of the first stage is performed to form the radially arranged fan-shaped combined body of the second stage, and By repeating the operation of pulling out or inserting the length injection pipe a predetermined number of times, an arbitrary or predetermined radial arrangement fan-shaped joint improving body is formed, and at a predetermined position in the process of construction, the radial arrangement fan-shaped joint improving body is directly connected to the radial arrangement fan-shaped joint improving body. A ground improvement method in which a partition-like improved body is integrally formed with a radially arranged fan-shaped improved joint by forming the partition-like improved body at an angle or at an arbitrary angle.
【請求項15】 噴射管を地中に挿入する手段と、噴射
管の噴射口より硬化剤液または硬化剤を含む水の高圧ジ
ェットを所定の方向に噴射しながら引き上げるか挿入す
る手段とよりなり、改良体の形状を所定のあるいは任意
の放射状に造成する地盤改良装置であって、請求項1、
2、3、4、5、6、7、8、9、10、11、12、
13あるいは14に対応した施工する手段を備えた地盤
改良装置。
15. A means for inserting the injection pipe into the ground, and a means for pulling up or inserting the high-pressure jet of the hardening agent liquid or water containing the hardening agent in a predetermined direction from the injection port of the injection tube. A ground improvement device for forming a shape of an improved body in a predetermined or arbitrary radial shape,
2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12,
A ground improvement device equipped with a construction means corresponding to 13 or 14.
JP2002142916A 2001-09-20 2002-05-17 Ground improvement method and ground improvement equipment Expired - Lifetime JP3550392B2 (en)

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JP2001-286353 2001-09-20
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