JP2002302934A - Construction method and device for forming hardening layer using slime - Google Patents

Construction method and device for forming hardening layer using slime

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Publication number
JP2002302934A
JP2002302934A JP2001106948A JP2001106948A JP2002302934A JP 2002302934 A JP2002302934 A JP 2002302934A JP 2001106948 A JP2001106948 A JP 2001106948A JP 2001106948 A JP2001106948 A JP 2001106948A JP 2002302934 A JP2002302934 A JP 2002302934A
Authority
JP
Japan
Prior art keywords
injection
casing
nozzle
slime
ground
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
JP2001106948A
Other languages
Japanese (ja)
Other versions
JP4117113B2 (en
Inventor
Wataru Nakanishi
渉 中西
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.)
NIT Inc
Original Assignee
NIT Inc
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 NIT Inc filed Critical NIT Inc
Priority to JP2001106948A priority Critical patent/JP4117113B2/en
Publication of JP2002302934A publication Critical patent/JP2002302934A/en
Application granted granted Critical
Publication of JP4117113B2 publication Critical patent/JP4117113B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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 reduce quantity of discharged slime in injection of ground hardening material for forming a hardening material layer for the purpose of ground covering timbering, reinforcing timbering, or stopping water, in which excessive slime to be discharged over ground in such industrial waste requiring a large amount of cost for disposal, and being discharged without effectively utilizing the injected ground hardening material. SOLUTION: In a casing 11 having slit holes 12 for spouting sucked slime at a lower side part, an injection rod 2 provided with a jet nozzle 21 is inserted through the casing to a position protruded from its tip to compose an injection pipe 1, which is inserted to a specified depth in subject ground. High pressure hardening material is jetted from the jet nozzle 21, while the injection pipe is rotated to rise, so that the excessive slime rising due to ground inner pressure is sucked into the casing. It is then spouted around the casing through the slit holes to be agitated by a jet of the hardening material by the following jet nozzle 21.

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改良、構
造物構築基礎地盤の強化支保、或いは止水を目的とし、
下側側部にスリット孔を設けたケーシングの先端から突
出した位置に噴射ノズルを設けた注入ロッドの噴射ノズ
ルから高圧硬化材を噴射しながら注入管を回動上昇さ
せ、地内圧によって上昇する余剰スライムをケーシング
内に吸引すると共に、スリット孔によってこれをケーシ
ング周域に噴出し、後続の噴射ノズルによる硬化材噴流
によって攪拌するようにして掘削地盤の周囲等に注入し
て地盤硬化層を造成する地盤硬化層造成工法とその装置
に関するものである。
TECHNICAL FIELD The present invention aims at improving soft ground, strengthening and supporting the foundation ground for building structures, or stopping water.
The injection pipe is rotated and raised while injecting high-pressure hardening material from the injection nozzle of the injection rod provided with the injection nozzle at a position protruding from the tip of the casing provided with the slit hole on the lower side, and the excess rising due to the ground pressure While sucking the slime into the casing, the slime is jetted into the casing peripheral area by the slit hole, and injected into the periphery of the excavated ground by stirring by the hardening material jet by the subsequent injection nozzle to form a hardened ground layer. The present invention relates to a method for forming a ground hardened layer and an apparatus therefor.

【0002】[0002]

【発明が解決しようとする課題】従来行なわれてきた、
軟弱地盤の改良、構造物構築基礎地盤の強化支保、或い
は止水を目的とする硬化材層造成のための地盤硬化材注
入は、硬化材噴流の高圧化に伴い噴射圧と硬化材吐出量
のバランスを適確に調整することが困難となってきてい
る。
Problems to be solved by the present invention
Ground hardening material injection for improving soft ground, strengthening the foundation ground for building structures, or creating a hardening material layer for the purpose of stopping water, requires the injection pressure and hardening material discharge amount with the increase in the pressure of the hardening material jet. It is becoming difficult to properly adjust the balance.

【0003】そのため、地内圧の上昇や余剰スライムの
発生による地盤隆起が問題となり、これに対応して余剰
スライムを吸引して地上に排出するスライム排出工法が
行なわれるようになってきた。
[0003] For this reason, a rise in the ground due to an increase in ground pressure or the generation of excess slime has become a problem, and in response to this, a slime discharging method of sucking excess slime and discharging it to the ground has been performed.

【0004】しかしながら、地上に排出される余剰スラ
イムはセメント成分を含む産業廃棄物であり、その処分
に多額の費用が掛かるうえ、折角注入した地盤硬化材を
有効に利用することなく排出する無駄が行なわれる問題
がある。
However, surplus slime discharged on the ground is industrial waste containing a cement component, which requires a large amount of cost for disposal, and waste that is discharged without effectively using the ground hardening material injected at an angle. There are problems to be done.

【0005】また、硬化材噴射による注入の攪拌構造は
直線的な硬化材噴流の回動作動による攪拌に頼らざるを
得ない現状にあり、更に緻密な攪拌構造による硬化材層
の造成が課題となる一方、排出スライムの量を更に減少
させることが、更なる課題としてある。
In addition, the stirring structure for injection by hardening material injection has to rely on stirring by the rotation operation of the linear hardening material jet, and there is a problem that formation of a hardening material layer by a finer stirring structure is a problem. On the other hand, there is a further problem to further reduce the amount of discharged slime.

【0006】[0006]

【課題を解決するための手段】本発明は、上記の課題に
対応してこれを解決するため、下側側部にスリット孔を
設けたケーシングの先端から突出した位置に噴射ノズル
を設けた注入ロッドの噴射ノズルから高圧硬化材を噴射
しながら注入管を回動上昇させ、地内圧によって上昇す
る余剰スライムをケーシング内に吸引すると共に、スリ
ット孔によってこれをケーシング周域に噴出し、後続の
噴射ノズルによる硬化材噴流によって攪拌するように
し、スリット孔によって縦板状に噴出される余剰スライ
ムと後続の噴射ノズルによる硬化材噴流とを交錯させて
攪拌構造を変化させると共に、排出スライムの量を減少
させるように構成したものである。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention has an injection nozzle provided with an injection nozzle at a position protruding from a tip end of a casing having a slit hole on a lower side. The injection pipe is rotated upward while injecting the high-pressure hardening material from the injection nozzle of the rod, and the excess slime, which rises due to the ground pressure, is sucked into the casing, and is ejected to the casing peripheral area by the slit hole, and the subsequent injection is performed. Stirring is performed by the hardening material jet from the nozzle, and the excess slime ejected in the form of a vertical plate by the slit hole intersects with the hardening material jet from the subsequent injection nozzle to change the stirring structure and reduce the amount of discharged slime. That is, it is configured to be.

【0007】また、ケーシングの回動機構と注入ロッド
の回動機構とを別に構成し、ケーシングと注入ロッドを
各別に回動可能に構成してケーシングを注入ロッドと逆
方向に回動させ、ケーシングの作動と注入ロッドの作動
を交錯させて噴流交錯による新しい攪拌構造を構成する
と共に、排出スライムを再利用してその排出量を減少さ
せるようにした。
In addition, the rotating mechanism of the casing and the rotating mechanism of the injection rod are separately formed, the casing and the injection rod are separately rotatable, and the casing is rotated in the opposite direction to the injection rod. The operation of the injection rod and the operation of the injection rod are interlaced to form a new stirring structure by jet interlacing, and the discharge slime is reused to reduce the discharge amount.

【0008】また、注入ロッドの噴射ノズルを、核ノズ
ルと囲周ノズルから成る重合噴射ノズルに構成し、核ノ
ズルから高圧硬化材、囲周ノズルから包合流体を噴射す
るようにし、上記の攪拌構造にエアー等の包合流体によ
る作用を参画させるようにした。
Further, the injection nozzle of the injection rod is constituted by a polymerization injection nozzle comprising a nucleus nozzle and a surrounding nozzle, and the high pressure hardening material is injected from the nucleus nozzle and the inclusion fluid is injected from the surrounding nozzle. The structure is made to participate in the action of the inclusion fluid such as air.

【0009】また、注入ロッドに設ける噴射ノズルの噴
射口を角型に構成するようにし、噴流の地盤破砕力と噴
流推進力を増進するようにした。即ち、噴流の形状規制
を行なうことにより、コーナー流は噴射口の角部に衝合
して噴射圧が低減しセンター流とコーナー流に噴射圧較
差が生じ、高圧噴流と低圧噴流の境界の相対速度差によ
り境界付近に渦が発生し、渦中心に低圧領域が生じてキ
ャビティ(空洞)が多数生じる。
Further, the injection port of the injection nozzle provided on the injection rod is formed in a square shape, so that the ground breaking force of the jet and the jet propulsion are increased. In other words, by controlling the shape of the jet, the corner flow abuts the corner of the injection port to reduce the injection pressure, causing a difference in injection pressure between the center flow and the corner flow, and the relative pressure between the high-pressure jet and the low-pressure jet. A vortex is generated near the boundary due to the speed difference, a low-pressure region is generated at the center of the vortex, and many cavities (cavities) are generated.

【0010】キャビティは対象地盤と噴流の接触面まで
成長を続け、対象地盤と噴流の接触面付近で消滅する
が、消滅の際に発生するショックウエーブとジェット流
により対象地盤に対する噴流作用面積が拡張され、地盤
破砕力と噴流推進力が発生するものである。
The cavity continues to grow to the contact surface between the target ground and the jet, and disappears near the contact surface between the target ground and the jet. The area of the jet acting on the target ground is expanded by the shock wave and the jet flow generated at the time of the disappearance. In addition, the ground crushing force and the jet propulsion force are generated.

【0011】更に、注入ロッドの噴射ノズルを、角型核
ノズルと角型囲周ノズルから成る角型重合噴射ノズルに
構成するようにすれば、重合噴射ノズルの各噴射口が角
型に構成されることにより、それぞれのコーナー流が噴
射口の角部に衝合して噴射圧が低減してセンター流との
間に較差を生じ、高圧噴流と低圧噴流の境界の相対速度
差により境界付近に渦が発生し、渦中心には低圧領域が
生じてここにキャビティ(空洞)が多数生じ、角型核ノ
ズルと角型囲周ノズルそれぞれの較差圧噴流効果と重合
較差圧効果が、更に重合して極めて強力なキャビテーシ
ョン効果を得ることができる。
Further, when the injection nozzle of the injection rod is constituted by a square polymerization injection nozzle comprising a square core nozzle and a square surrounding nozzle, each injection port of the polymerization injection nozzle is formed in a square shape. As a result, each corner flow abuts the corner of the injection port, reducing the injection pressure and creating a difference between the center flow and the center flow. A vortex is generated, a low-pressure region is generated at the center of the vortex, and a number of cavities (cavities) are generated therein, and the differential pressure jet effect and the polymerization differential pressure effect of the square core nozzle and the square surrounding nozzle are further superimposed. Thus, an extremely strong cavitation effect can be obtained.

【0012】[0012]

【発明の実施の形態】以下図面に従って本発明の一実施
例により実施の形態を説明する。1は注入管で、下側側
部に吸引されたスライムを噴出するスリット孔12が千鳥
状に位置をずらせて設けられ、下端部が開放されたケー
シング11内に、同ケーシング11を挿通してその先端から
突出した側腹背反対峙位置に噴射ノズル21を設けた注入
ロッド2を挿入して構成されている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. Reference numeral 1 denotes an injection pipe in which slit holes 12 for ejecting slime sucked to the lower side are provided in a staggered manner, and the lower end thereof is inserted into a casing 11 having an open lower end. The injection rod 2 provided with the injection nozzle 21 is inserted at a position opposite to the side of the flank protruding from the tip.

【0013】ケーシング11は、回動機構22と連繋して独
自に回動し上端部をスイベル3に支持される注入ロッド
2を外側から覆蔽し、独自の回動機構13を備えてその上
端部をスイベル31に支持されている。
The casing 11 is independently rotated in connection with a rotating mechanism 22 to cover the injection rod 2 supported at its upper end by the swivel 3 from the outside, and is provided with a unique rotating mechanism 13. The part is supported by swivel 31.

【0014】なお、ケーシング11が注入ロッド2の外側
を固定的に覆蔽し独自の回動動作を行なわない場合に
は、ケーシング11の上端部をスイベル3に固定的に支持
し、回動機構13とスイベル31は設けないようにしても良
い。また、ケーシング11を注入ロッド2と共に回動させ
る場合には、注入ロッド2の上端部に、ケーシング11の
上端部を固定的に支持するようにしても良い。
When the casing 11 covers the outside of the injection rod 2 and does not perform its own rotating operation, the upper end of the casing 11 is fixedly supported on the swivel 3 and the rotating mechanism is provided. The 13 and the swivel 31 may not be provided. When the casing 11 is rotated together with the injection rod 2, the upper end of the casing 11 may be fixedly supported on the upper end of the injection rod 2.

【0015】注入ロッド2の上端部には、スイベル3を
介して硬化材供給部に連絡する硬化材供給ホース23が設
けられ、高圧ポンプ等の圧送機構によって作動する注入
ロッド2に硬化材、或いは施工状况に応じて必要とされ
る材料を選択的に供給できるようになっている。なお、
注入ロッドに設定される噴射ノズル21を重合ノズルとす
る場合には、注入ロッド2内に、核ノズル、囲周ノズル
の囲周外側ノズル等に各対応する分隔流路が設定される
ことになる。
A hardening material supply hose 23 is provided at the upper end of the injection rod 2 and communicates with the hardening material supply unit via the swivel 3. The hardening material or the hardening material is supplied to the injection rod 2 operated by a pressure feeding mechanism such as a high-pressure pump. The required materials can be selectively supplied according to the construction situation. In addition,
In the case where the injection nozzle 21 set to the injection rod is a polymerization nozzle, in the injection rod 2, corresponding separation channels are set to the core nozzle, the outer peripheral nozzle of the peripheral nozzle, and the like. .

【0016】また、角型に形成されるノズル噴射口の角
型形状は、対象地盤の状况に対応して三角形、正方形、
縦矩形、横矩形等の隅角を有する形状に形成され、それ
ぞれ、特色のあるキャビテーション噴流を構成するよう
になっている。
Further, the square shape of the nozzle outlet formed in a square shape may be a triangle, a square, or a square depending on the condition of the target ground.
It is formed in a shape having corners such as a vertical rectangle and a horizontal rectangle, and each constitutes a cavitation jet having a special color.

【0017】注入ロッド2の先端は、ケーシング11の開
放された底部から突出し、ケーシング11による覆蔽部よ
り下部に噴射ノズル21が設定され、更に、注入ロッドの
先端に必要に応じてコンポジット硬装された掘削刃4を
備え、注入ロッドとケーシングはそれぞれ継手手段によ
り所定ストロークごとに継手されて構成されるようにな
っている。
The tip of the injection rod 2 protrudes from the open bottom of the casing 11, and an injection nozzle 21 is provided below the portion covered by the casing 11. Further, the tip of the injection rod is provided with a composite hard material as required. The injection rod and the casing are connected to each other by a connecting means at predetermined strokes.

【0018】このように構成された注入管1は、バック
ホウ型の移動装置5に装置された注入管作動機構6に支
持され、回転、回動、上下動の操作が行なえるようにな
っている。
The injection tube 1 constructed as described above is supported by an injection tube operating mechanism 6 provided in a backhoe type moving device 5 so that rotation, rotation, and vertical movement can be performed. .

【0019】先ず、移動装置5によって注入ロッド1を
挿入対象地盤に設定すると共に、注入管1に回転作動を
与え、先端掘削刃により対象地盤を掘削穿孔し、或いは
他の手段によって注入管を所定深度まで挿入し、所定深
度において噴射ノズル21から高圧硬化材を噴射しながら
注入管1を回転上昇させる。
First, the injection rod 1 is set on the ground to be inserted by the moving device 5 and the injection pipe 1 is rotated, and the target ground is excavated and drilled by the tip cutting blade, or the injection pipe is set to a predetermined position by other means. The injection pipe 1 is rotated up while the high-pressure hardening material is injected from the injection nozzle 21 at a predetermined depth.

【0020】注入管1の回転により、注入ロッド2とケ
ーシング11は一緒に同一方向に回転し上昇するが、噴射
ノズル21はケーシング11による覆蔽部より下部にあるの
で、ケーシング11によって遮られることなく、噴射され
る高圧硬化材噴流は注入管1の回転軌跡に従って円柱状
に周域の地盤を切削攪拌して周辺土壌に硬化材を混入し
て行く。
The rotation of the injection pipe 1 causes the injection rod 2 and the casing 11 to rotate together and rise in the same direction. However, since the injection nozzle 21 is located below the portion covered by the casing 11, the injection nozzle 21 is blocked by the casing 11. Instead, the high-pressure hardening material jet that is jetted cuts and agitates the surrounding ground in a cylindrical shape according to the rotation trajectory of the injection pipe 1 and mixes the hardening material into the surrounding soil.

【0021】噴射ノズル21の直上部にはケーシング11が
存在するので、ケーシング11を挿通する注入ロッド2と
ケーシング11内壁との空隙部14には高圧噴射による地内
圧によって上昇する余剰スライムが吸引されると共に、
スリット孔12によってこれがケーシング周域に噴出さ
れ、注入管1の上昇に伴う後続の噴射ノズル21による硬
化材噴流によって更に攪拌される。
Since the casing 11 is located immediately above the injection nozzle 21, the excess slime rising due to the ground pressure generated by the high pressure injection is sucked into the gap 14 between the injection rod 2 passing through the casing 11 and the inner wall of the casing 11. Along with
This is ejected to the peripheral region of the casing by the slit hole 12, and is further agitated by the hardening material jet by the subsequent injection nozzle 21 accompanying the rise of the injection pipe 1.

【0022】即ち、噴射ノズル21から高圧硬化材噴流を
噴射しつつ、注入管1を回転させながら抜去方向に後退
させることにより、スリット孔12からスライム噴出が行
なわれて高圧硬化材噴流攪拌域の上部にスライム混入層
Yが造成され、後続の噴射ノズル21による硬化材噴流が
周辺地盤を穿孔切削し土粒子を破砕し、更に、スライム
混入層Yが攪拌され対象地盤Gに注入管1の駆動軌跡に
沿って円筒状に硬化材注入層Xが造成されるものであ
る。
That is, by injecting the high-pressure hardening material jet from the injection nozzle 21 and rotating the injection pipe 1 to retreat in the withdrawal direction, slime is injected from the slit hole 12 and the high-pressure hardening material jet stirring area A slime-mixed layer Y is formed on the upper part, and the hardening material jet by the subsequent injection nozzle 21 pierces and cuts the surrounding ground to crush the soil particles, and further, the slime-mixed layer Y is stirred to drive the injection pipe 1 into the target ground G. The hardening material injection layer X is formed in a cylindrical shape along the trajectory.

【0023】他の実施例として、硬化材噴射時に注入ロ
ッド2のみを回転させ、ケーシング11は回転しない場
合、或いはケーシング11を注入ロッド2の回転と逆方向
に回転させる場合には、ロッド2とケーシング11との回
動較差が空隙部14に負圧を発生させて余剰スライムの吸
引を促進することができる。
As another embodiment, when only the injection rod 2 is rotated during the injection of the hardening material and the casing 11 is not rotated, or when the casing 11 is rotated in a direction opposite to the rotation of the injection rod 2, the rod 2 is The rotation difference with the casing 11 generates a negative pressure in the gap portion 14 to facilitate the suction of the excess slime.

【0024】また、噴射ノズル21が重合ノズルに構成さ
れ、囲周ノズルの包合流体をエアーとされる場合には、
エアリフト効果が余剰スライムの上昇力を高めるが、ス
リット孔12の存在によりケーシング11周域へのスライム
噴出力に転化される。
When the injection nozzle 21 is configured as a polymerization nozzle and the wrapped fluid of the surrounding nozzle is air,
The air lift effect increases the surging force of the surplus slime, but the presence of the slit hole 12 converts the surplus slime into slime injection power to the peripheral area of the casing 11.

【0025】更に、噴射ノズル21が角型ノズルに構成さ
れれば、キャビテーション噴流によって周辺地盤に対す
る破砕力が高められ、噴流到達距離が伸長されて大径の
硬化材層Xを造成することができる。
Further, if the injection nozzle 21 is configured as a square nozzle, the crushing force against the surrounding ground is increased by the cavitation jet, the jet flow distance is extended, and a large-diameter hardened material layer X can be formed. .

【0026】本発明は以上のように、噴射圧と硬化材吐
出量のアンバランスによって発生する余剰スライムをロ
ッド2とケーシング11との空隙部14に積極的に吸引する
と共に、スリット孔12によって噴射ノズル21の直上部周
域に再噴出して注入管1の上昇に伴う後続の噴射ノズル
21による硬化材噴流によって更に攪拌され、硬化材とし
て再利用されるので、最終的に排出される余剰スライム
の量を大幅に減少させることができる。
As described above, according to the present invention, the excess slime generated due to the imbalance between the injection pressure and the discharge amount of the hardening material is positively sucked into the gap 14 between the rod 2 and the casing 11 and injected through the slit 12. Subsequent injection nozzle following the rise of the injection pipe 1 by re-spouting to the area immediately above the nozzle 21
Since it is further agitated by the hardener jet by 21 and reused as hardener, the amount of surplus slime finally discharged can be greatly reduced.

【0027】更に、スリット孔12からの噴出スライム
と、噴射ノズル21からの硬化材噴流によって硬化材濃度
が高められ、更に、ケーシングの回動を伴う場合には不
規則攪拌により攪拌密度の高い高強度の硬化材層Xを造
成することができる。
Further, the concentration of the hardening material is increased by the slime ejected from the slit hole 12 and the jet of the hardening material from the injection nozzle 21, and when the casing is rotated, the stirring density is increased by irregular stirring. A hardened material layer X can be formed.

【0028】このように造成される注入層Xは、必要に
応じてこれに隣接する部分に同様の注入層を順次造成
し、次々に隣接させて所定形状に並列することにより、
所定の地盤硬化層を造成していくものである。
The injection layer X formed as described above is formed by forming similar injection layers sequentially in a portion adjacent to the injection layer X as necessary and sequentially adjoining the injection layer X in a predetermined shape.
A predetermined ground hardened layer is formed.

【0029】[0029]

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

【図1】本発明の実施例による注入管の先端要部を示す
拡大側面図
FIG. 1 is an enlarged side view showing a main part of a tip of an injection tube according to an embodiment of the present invention.

【図2】本発明の実施例による施工状況を示す全体側面
FIG. 2 is an overall side view showing a construction state according to an embodiment of the present invention.

【図3】本発明の他の実施例、ケーシングを回動固定し
た実施例の施工状況を示す全体側面図
FIG. 3 is an overall side view showing the construction of another embodiment of the present invention, in which the casing is rotated and fixed.

【図4】本発明の他の実施例、ケーシングを逆回動した
実施例の施工状況を示す全体側面図
FIG. 4 is an overall side view showing a construction state of another embodiment of the present invention, in which the casing is rotated backward.

【図5】角型ノズルの実施例を示す注入ロッドノズル部
の拡大正面図
FIG. 5 is an enlarged front view of an injection rod nozzle showing an embodiment of a square nozzle.

【符号の説明】[Explanation of symbols]

1 注入管 11 ケーシング 12 スリット孔 13 注入ロッド回動機構 14 注入ロッドとケーシング内壁との空隙部 2 注入ロッド 21 噴射ノズル 22 回動機構 23 硬化材供給ホース 3 スイベル 31 ケーシング用スイベル 4 コンポジット硬装掘削刃 42 ロッド継手手段 5 バックホウ型の移動装置 6 注入管作動機構 G 対象地盤 X 硬化材注入層 Y スライム混入層 Reference Signs List 1 injection pipe 11 casing 12 slit hole 13 injection rod rotating mechanism 14 gap between injection rod and casing inner wall 2 injection rod 21 injection nozzle 22 rotation mechanism 23 hardening material supply hose 3 swivel 31 casing swivel 4 composite hard excavation Blade 42 Rod joint means 5 Backhoe type moving device 6 Injection pipe operating mechanism G Target ground X Hardened material injection layer Y Slime mixed layer

Claims (9)

【特許請求の範囲】[Claims] 【請求項1】 下側側部に吸引されたスライムを噴出す
るスリット孔を設けたケーシング内に、ケーシングを挿
通してその先端から突出した位置に噴射ノズルを設けた
注入ロッドを挿入して構成した注入管を対象地盤の所定
深度まで挿入し、噴射ノズルから高圧硬化材を噴射しな
がら注入管を回動上昇させ、地内圧によって上昇する余
剰スライムをケーシング内に吸引すると共に、スリット
孔によってこれをケーシング周域に噴出し、後続の噴射
ノズルによる硬化材噴流によって攪拌するようにしたこ
とを特徴とするスライム利用硬化層造成工法
1. An injection rod having an injection nozzle inserted at a position protruding from the tip of a casing through a casing and inserted into a casing provided with a slit hole for ejecting slime sucked into a lower side portion. The injection pipe is inserted into the target ground to a predetermined depth, and the injection pipe is turned up while spraying the high-pressure hardening material from the injection nozzle. Slime is injected into the peripheral area of the casing and agitated by a jet of hardening material by a subsequent injection nozzle.
【請求項2】 ケーシングを回動させることなく、注入
ロッドのみを回動させるようにした請求項1記載のスラ
イム利用硬化層造成工法
2. The method for forming a hardened layer using slime according to claim 1, wherein only the injection rod is rotated without rotating the casing.
【請求項3】 ケーシングを注入ロッドと逆方向に回動
させるようにした請求項1記載のスライム利用硬化層造
成工法
3. A method for forming a hardened layer using slime according to claim 1, wherein the casing is rotated in a direction opposite to the injection rod.
【請求項4】 注入ロッドの噴射ノズルを、核ノズルと
囲周ノズルから成る重合噴射ノズルに構成し、核ノズル
から高圧硬化材、囲周ノズルから包合流体を噴射するよ
うにした請求項1、又は請求項2、又は請求項3記載の
スライム利用硬化層造成工法
4. The injection nozzle of the injection rod is constituted by a polymerization injection nozzle comprising a nucleus nozzle and a surrounding nozzle, and the high pressure hardening material is injected from the nucleus nozzle and the inclusion fluid is injected from the surrounding nozzle. , Or a method for forming a hardened layer using slime according to claim 2 or 3.
【請求項5】 下側部に吸引されたスライムを噴出する
スリット孔を設けたケーシング内に、ケーシングを挿通
してその先端から突出した位置に硬化材噴射ノズルを設
けた注入ロッドを挿入して構成した注入管を前進後退機
構と回動機構を備える駆動機構によって支持して成る地
盤硬化層造成装置
5. An injection rod provided with a hardening material injection nozzle at a position protruding from a tip of the casing by inserting the casing into a casing provided with a slit hole for ejecting suctioned slime at a lower side. An apparatus for forming a hardened ground layer in which a constructed injection pipe is supported by a drive mechanism having a forward and backward mechanism and a rotation mechanism
【請求項6】 ケーシングを回動機構と切り離して注入
ロッドの周囲に固定し、注入ロッドだけが回動機構と連
繋するようにした請求項5記載の地盤硬化層造成装置
6. An apparatus for forming a hardened ground layer according to claim 5, wherein the casing is separated from the rotation mechanism and fixed around the injection rod, and only the injection rod is connected to the rotation mechanism.
【請求項7】 ケーシングの回動機構と注入ロッドの回
動機構とを別に構成し、ケーシングと注入ロッドを各別
に回動可能に構成した請求項5記載の地盤硬化層造成装
7. The ground hardened layer forming apparatus according to claim 5, wherein a rotating mechanism of the casing and a rotating mechanism of the injection rod are separately formed, and the casing and the injection rod are separately rotatable.
【請求項8】 注入ロッドに設ける噴射ノズルを核ノズ
ルと囲周ノズルから成る重合噴射ノズルに構成し、核ノ
ズルと囲周ノズルにそれぞれ連通する分隔流路を注入ロ
ッド内に設けた請求項5、又は請求項6、又は請求項7
記載の地盤硬化層造成装置
8. An injection nozzle provided in the injection rod is constituted by a polymerization injection nozzle comprising a nucleus nozzle and a peripheral nozzle, and a dividing channel communicating with the core nozzle and the peripheral nozzle is provided in the injection rod. , Or claim 6, or claim 7.
The ground hardened layer forming device described
【請求項9】 注入ロッドに設ける噴射ノズルの噴射口
を角型に構成するようにした請求項5、又は請求項6、
又は請求項7、又は請求項8記載の地盤硬化層造成装置
9. An injection nozzle of an injection nozzle provided on an injection rod is formed in a square shape.
An apparatus for forming a ground hardened layer according to claim 7 or claim 8.
JP2001106948A 2001-04-05 2001-04-05 Hardened layer construction method and equipment using slime Expired - Lifetime JP4117113B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001106948A JP4117113B2 (en) 2001-04-05 2001-04-05 Hardened layer construction method and equipment using slime

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001106948A JP4117113B2 (en) 2001-04-05 2001-04-05 Hardened layer construction method and equipment using slime

Publications (2)

Publication Number Publication Date
JP2002302934A true JP2002302934A (en) 2002-10-18
JP4117113B2 JP4117113B2 (en) 2008-07-16

Family

ID=18959364

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP4117113B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007056477A (en) * 2005-08-23 2007-03-08 Toko Corp High-pressure jetting type grouting method
JP2008069549A (en) * 2006-09-14 2008-03-27 Maeda Corp Equipment and construction method for creating underground consolidation body
KR100880439B1 (en) * 2007-07-23 2009-01-29 대한주택공사 Apparatus and method for removing slime in a cast-in place pile construstion
KR100903360B1 (en) 2007-07-23 2009-06-22 대한주택공사 Apparatus for removing slime in a cast-in place pile construstion
JP2013127157A (en) * 2011-12-16 2013-06-27 Raito Kogyo Co Ltd Injection and agitation ground improvement method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007056477A (en) * 2005-08-23 2007-03-08 Toko Corp High-pressure jetting type grouting method
JP2008069549A (en) * 2006-09-14 2008-03-27 Maeda Corp Equipment and construction method for creating underground consolidation body
KR100880439B1 (en) * 2007-07-23 2009-01-29 대한주택공사 Apparatus and method for removing slime in a cast-in place pile construstion
KR100903360B1 (en) 2007-07-23 2009-06-22 대한주택공사 Apparatus for removing slime in a cast-in place pile construstion
JP2013127157A (en) * 2011-12-16 2013-06-27 Raito Kogyo Co Ltd Injection and agitation ground improvement method

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