JP2702337B2 - Construction method of hardened material injection structure - Google Patents

Construction method of hardened material injection structure

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Publication number
JP2702337B2
JP2702337B2 JP3275968A JP27596891A JP2702337B2 JP 2702337 B2 JP2702337 B2 JP 2702337B2 JP 3275968 A JP3275968 A JP 3275968A JP 27596891 A JP27596891 A JP 27596891A JP 2702337 B2 JP2702337 B2 JP 2702337B2
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JP
Japan
Prior art keywords
injection
hardening material
hardening
ground
rod
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.)
Expired - Fee Related
Application number
JP3275968A
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Japanese (ja)
Other versions
JPH06336720A (en
Inventor
志朗 中嶋
Original Assignee
株式会社 エヌ、アイ、テイ
株式会社 エステック
東興建設 株式会社
柏山工業 株式会社
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Priority to JP3275968A priority Critical patent/JP2702337B2/en
Publication of JPH06336720A publication Critical patent/JPH06336720A/en
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Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は軟弱地盤の安定、構築物
の基礎、地山の支保等を目的とし造成される硬化材注入
構造体の造成方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for forming a hardened material injection structure formed for the purpose of stabilizing soft ground, foundation of a building, and supporting a ground.

【0002】[0002]

【従来の技術】従来、硬化材注入構造体の造成は高圧噴
射注入工法により注入ロッドを回転して造成される円柱
状硬化層を順次に連設して行われており、連設される隣
接硬化層の造成は、未反応部分の崩壊を避けるため、硬
化材の硬化反応完了を待って行われてきた。
2. Description of the Related Art Conventionally, a hardening material injection structure is formed by sequentially connecting columnar hardened layers formed by rotating an injection rod by a high-pressure injection injection method. The formation of the hardened layer has been performed after the hardening reaction of the hardened material is completed in order to avoid the collapse of the unreacted portion.

【0003】所定角度の範囲内で注入ロッドを往復回動
させて断面扇状の地盤硬化材注入層を造成することは、
一部では行われてきたが、円柱状硬化層の連設を主体と
するもので、全面的に断面扇状の地盤硬化材注入層のみ
を連設して構造体を造成することは行われていない。
[0003] Reciprocating the injection rod within a range of a predetermined angle to form a ground hardening material injection layer having a fan-shaped cross section,
Although it has been performed in some places, it is mainly based on the continuous connection of columnar hardened layers, and it has been performed to construct a structure by connecting only the ground hardening material injection layer with a fan-shaped cross section over the entire surface. Absent.

【0004】また、硬化材の注入については緩結性硬化
材と瞬結性硬化材を複合して注入する複合注入が提案さ
れているが、硬化材注入層自体を緩結性と瞬結性の二重
構造に構成するものはない。
As for the injection of a hardening material, a composite injection in which a slow-setting hardening material and a quick-setting hardening material are combined and injected has been proposed. Nothing constitutes a double structure.

【0005】更に、芯材の設置についても多くの提案が
あるが、硬化材注入層の造成とは別工程によるもので硬
化材注入層造成工程において同時に芯材設置を行うには
至っていない。
[0005] Furthermore, there are many proposals for the installation of the core material, but the process is different from the formation of the hardened material injection layer, and the core material has not been installed at the same time in the hardened material injection layer formation process.

【0006】なお、注入管ロッドの噴射ノズルから所定
間隔を置いた部位にスライム吸入孔を開口させることに
ついては、既に提案(特願平2ー164170号等)さ
れており、本願はこれを応用するものである。
It has been already proposed (Japanese Patent Application No. 2-164170) to open a slime suction hole at a predetermined distance from the injection nozzle of the injection pipe rod. Is what you do.

【0007】[0007]

【発明が解決しようとする問題点】従来の円柱状硬化層
を順次に連設する構造体の造成は、高圧噴射注入工法に
より注入ロッドを回転して円柱が構成されるため、噴射
ノズルの向けられる全方位に、硬化材注入圧である20
0キログラムパースクエアセンチから400キログラム
パースクエアセンチの圧力が負荷蓄積され、無関係の部
分に地盤隆起や噴出現象を生ずる問題がある。
A conventional structure in which a columnar hardened layer is sequentially connected is formed by rotating an injection rod by a high-pressure injection injection method to form a cylinder. In all directions, the hardening material injection pressure is 20
There is a problem that a pressure of 0 to 400 kilograms per square centimeter is accumulated and a ground swelling or eruption phenomenon occurs in an unrelated part.

【0008】また、隣接硬化層の造成が硬化材の硬化反
応完了を待って行われるため、作業手順が悪く無駄な時
間を要するばかりでなく、隣接硬化層との接合部分が表
面は互いに入り込んでいるものの完全に融合せず、区画
線を生じてコラム化しており、用途によっては強度的な
問題を生じる。
In addition, since the formation of the adjacent hardened layer is performed after the completion of the hardening reaction of the hardening material, not only the work procedure is bad and wasteful time is required, but also the joint portions between the adjacent hardened layers enter the surfaces. Although they are not completely fused, they are divided into columns with partition lines, which may cause strength problems in some applications.

【0009】更に、硬化材注入層は一体として硬化反応
を完了するため、緩結性か瞬結性かの二者択一を迫られ
ることになり、工程的に巾のある作業を行うことが出来
なかった。
Further, since the hardening material injection layer integrally completes the hardening reaction, it is necessary to choose between loosening and instantaneous setting, which makes it possible to perform a wide process in the process. I could not do it.

【0010】そのため、硬化材硬化強度に絶対の信頼を
置かなければならない支保目的の構造体については、硬
化材の硬化反応完了を待って作業を行うほかはなく、作
業効率としても、硬化材の硬化反応完了に生ずる硬化材
注入層の変形についても問題が残されている。
[0010] Therefore, for a structure for the purpose of supporting the hardening material, which must absolutely rely on the hardening strength of the hardening material, there is no choice but to wait until the hardening reaction of the hardening material is completed. Problems remain with respect to the deformation of the cured material injection layer that occurs upon completion of the curing reaction.

【0011】[0011]

【問題点を解決するための手段】本発明は以上の問題点
に対処するための提案で、第一は造成する構造体の外廓
位置から構造体の内側方向に向けて、所定角度の範囲内
で注入ロッドを往復回動させることにより、噴射ノズル
の方向を構造体の内側に限定して硬化材注入噴射圧の負
荷を構造体の内側に集中させるようにしたものである。
Means for Solving the Problems The present invention is a proposal for addressing the above-mentioned problems. First, the present invention proposes a range of a predetermined angle from the outer peripheral position of the structure to be formed toward the inside of the structure. By reciprocating the injection rod in the inside, the direction of the injection nozzle is limited to the inside of the structure, and the load of the injection pressure for hardening material injection is concentrated inside the structure.

【0012】その結果、断面扇状の地盤硬化材注入層が
造成されることとなり、注入噴射方向の造成面が円弧状
になるのに対し、噴射角度範囲の境界域は直線的な直壁
状造成面が形成されるので、円弧状造成面を内側として
構造体の外廓を直壁面として構成することを可能とし
た。
As a result, a ground hardening material injection layer having a fan-shaped cross section is formed, and the formation surface in the injection and injection direction has an arc shape, whereas the boundary region of the injection angle range is a linear straight wall formation. Since the surface is formed, it is possible to configure the outline of the structure as a straight wall surface with the arc-shaped creation surface inside.

【0013】また、連接される硬化材注入層における隣
接硬化層との接合部分が完全に融合せず、区画線を生じ
てコラム化することに対応して、硬化材注入層の硬化反
応完了前に、同注入層に隣接させて円弧状造成面と直壁
状造成面を嵌め合わせて断面扇状の地盤硬化材注入層を
造成して、接合部分が完全に融合一体化した構造体の造
成に成功したものである。
[0013] In addition, the joint portion between the connected hardened material injection layer and the adjacent hardened layer is not completely fused, and a partition line is formed to form a column. Then, an arc-shaped surface and a straight wall-shaped surface are fitted adjacent to the injection layer to form a ground hardening material injection layer with a fan-shaped cross section. Successful.

【0014】第二に硬化材注入層の囲周部を緩結性、芯
部を瞬結性の硬化材によって同時注入する二重構造と
し、また更に、注入ロッドの先端部に地上部から操作可
能な芯材先端部着脱機構を設け、注入管ロッドを対象地
盤に挿入する際に芯材先端部を着装して挿入し所定深度
でこれを離脱して硬化材注入層造成と同時に芯材設置を
行えるようにして強度的に対応すると共に作業能率の高
揚にも対処出来るようにしたものである。
Secondly, the hardened material injection layer has a double structure in which the surrounding portion is simultaneously injected with a loose-setting hardening material and the core portion is simultaneously injected with a quick-setting hardening material. A possible core material tip attachment / detachment mechanism is provided, and when inserting the injection pipe rod into the target ground, the core material tip is attached and inserted, detached at a predetermined depth, and the core material is installed simultaneously with the formation of the hardened material injection layer This makes it possible to cope with the strength and to cope with an increase in work efficiency.

【0015】[0015]

【作用】噴射ノズルの方向を構造体の内側に限定して硬
化材注入噴射圧の負荷を構造体の内側に集中させること
により、構造体の内側は、噴射圧により次第にその内圧
を高めて内圧エネルギーを蓄積する。
[Function] By limiting the direction of the injection nozzle to the inside of the structure and concentrating the load of the hardening material injection injection pressure on the inside of the structure, the internal pressure of the inside of the structure is gradually increased by the injection pressure to increase the internal pressure. Stores energy.

【0016】この内圧エネルギーは膨張力となって働
き、硬化反応完了前に同注入層に隣接させて造成される
硬化材注入層の接合域に作用し、接合域の融合化を促進
する一方、構造体の外側へは噴射ノズルが向けられない
ので噴射圧が掛からない。
This internal pressure energy acts as an expansion force and acts on the bonding area of the hardened material injection layer formed adjacent to the injection layer before the completion of the hardening reaction, thereby promoting fusion of the bonding area. Since the injection nozzle is not directed to the outside of the structure, no injection pressure is applied.

【0017】注入管ロッドの噴射ノズルから所定間隔を
置いた部位にスライム吸入孔を開口させることについて
は、既に提案(特願平2ー164170号等)されてお
り、作用についても同願明細書に記載されている通りで
あるが、本願にこれを適用することにより、更に効果的
に構造体の造成を行うことができる。
It has already been proposed to open a slime suction hole at a predetermined distance from the injection nozzle of the injection tube rod (Japanese Patent Application No. 2-164170), and the specification of the same application also discloses the effect. However, by applying the present invention to the present application, it is possible to more effectively form a structure.

【0018】即ち、高圧噴射により発生する余剰スライ
ムは注入ロッドに対しては外圧となるから注入ロッドに
開口部が設けられれば、当然スライムは開口部に流入し
て内圧を開放する。
That is, since the excess slime generated by the high-pressure injection becomes an external pressure with respect to the injection rod, if an opening is provided in the injection rod, the slime naturally flows into the opening to release the internal pressure.

【0019】このメカニズムによって余剰スライムが硬
化材噴射ノズルから所定の間隔を置いて設けられた開口
部即ち吸入孔に吸入されると、スライムの上昇力に負荷
された硬化材噴射圧や噴射エアーの負担が減少し、空隙
率も増すので、噴射された硬化材噴流の到達距離が伸び
る。
When the excess slime is sucked into the opening or suction hole provided at a predetermined interval from the hardening material injection nozzle by this mechanism, the hardening material injection pressure and the injection air applied by the rising force of the slime. Since the burden is reduced and the porosity is increased, the reach of the injected hardening material jet is increased.

【0020】一方、余剰スライムに蓄積された内圧エネ
ルギーが、吸入孔へのスライム吸入によって開放される
と蓄積エネルギーの減少に比例して吸入孔のスライム吸
入量は減少し、過度な吸引による硬化材注入層の痩身現
象は自動的に回避される。
On the other hand, when the internal pressure energy accumulated in the surplus slime is released by slime suction into the suction hole, the amount of slime sucked into the suction hole decreases in proportion to the decrease in the stored energy, and the hardening material due to excessive suction The slimming phenomenon of the injection layer is automatically avoided.

【0021】また、噴射ノズルと吸入孔との適切な間隔
は注入ロッドの径と硬化材の種類、噴射圧によって異な
るが、適切な間隔を調整できた場合には、噴射と吸入の
相乗効果による極めて効果的な注入を行うことができ
る。
The appropriate distance between the injection nozzle and the suction hole varies depending on the diameter of the injection rod, the type of the hardening material, and the injection pressure. However, if the appropriate distance can be adjusted, the synergistic effect of injection and suction will occur. An extremely effective injection can be performed.

【0022】次に、噴射ノズルから高圧で地盤硬化材
(特にセメントミルク)を噴射し、同時に噴射ノズルか
ら適宜の間隔位置に設けた噴出孔から、硬化材噴射より
低圧で瞬結性硬化材(特に水ガラス)を噴出すると、水
ガラスがセメントミルクの注入部に浸入して瞬結反応を
起こしその部分だけが瞬結して強度を得ると共に変形を
防止する、なお、噴射ノズルと噴出ノズル及び吸入孔と
の適切な間隔は注入ロッドの径と硬化材の種類、硬化材
注入層の造成目的によって適宜設定する。
Next, a ground hardening material (especially cement milk) is injected from the injection nozzle at a high pressure, and simultaneously a flash hardening material (lower than the hardening material injection) is injected from the injection holes provided at appropriate intervals from the injection nozzle. In particular, when water glass is spouted, the water glass penetrates into the injection portion of the cement milk to cause a flash reaction, and only that portion flashes to obtain strength and prevent deformation. An appropriate distance from the suction hole is appropriately set depending on the diameter of the injection rod, the type of the hardening material, and the purpose of forming the hardening material injection layer.

【0023】[0023]

【実施例】以下図面に従って本発明の実施例を説明す
る。1は注入ロッドで操作機構2によって支持され、下
降、上昇、回転若しくは360度往復回動等の作動を与
えられる。注入ロッド1の先端部側壁には重合噴射ノズ
ル3が設けられ、内部には噴射ノズル3の核ノズル31、
囲周ノズル32、吸入孔5の各開口部に開口する多重経路
を有している。
Embodiments of the present invention will be described below with reference to the drawings. Reference numeral 1 denotes an injection rod which is supported by an operation mechanism 2 and is provided with operations such as lowering, rising, rotating, and reciprocating 360 degrees. The polymerization injection nozzle 3 is provided on the tip side wall of the injection rod 1, and the core nozzle 31 of the injection nozzle 3 is provided inside the polymerization injection nozzle 3.
The surrounding nozzle 32 has a multiple path that opens to each opening of the suction hole 5.

【0024】重合噴射ノズル3は、スイベル4を介して
供給される硬化材、エアー、必要に応じて清水等を、各
別の経路から開口する核ノズル31或いは囲周ノズル32を
通じて地中に噴射する。
The polymerization spray nozzle 3 sprays a hardening material, air, and if necessary, fresh water or the like supplied through the swivel 4 into the ground through a core nozzle 31 or a surrounding nozzle 32 which is opened from a different path. I do.

【0025】重合噴射ノズル3の下部(必要に応じて上
部でも勿論良い)には瞬結性硬化剤の噴出孔33が開口
し、高圧噴射芯部に瞬結性硬化剤を噴出して、ノズル3
からの地盤硬化材注入部の硬化反応完了まで所要部の崩
壊を防止する。
An injection hole 33 for the instantaneous hardening agent is opened at the lower portion of the polymerization injection nozzle 3 (or, if necessary, at the upper portion), and the instantaneous hardening agent is jetted to the high-pressure injection core. 3
Prevents collapse of the required part until the hardening reaction of the ground hardening material injection part is completed.

【0026】5は吸入孔で、重合噴射ノズル3の上部
(必要に応じて下部でも勿論良い)に所定の間隔を置い
て開口し、噴射ノズル3からの噴射作動によって生ずる
余剰スライムをその内圧エネルギーを利用して吸入し、
地上のスライム処理機構6に揚送する。
Reference numeral 5 denotes a suction hole which is opened at a predetermined interval above the polymerization spray nozzle 3 (or lower if necessary), and converts excess slime generated by the spray operation from the spray nozzle 3 into its internal pressure energy. Inhalation using
It is discharged to the slime processing mechanism 6 on the ground.

【0027】吸入孔5が開口する排出経路51の内壁に
は、複数の傾斜噴射ノズル52が設けられ、そのエアー噴
射によってスパイラル気流をスライム排出方向に向けて
発生させる揚送機構が構成されている。
A plurality of inclined spray nozzles 52 are provided on the inner wall of the discharge path 51 where the suction holes 5 are opened, and a lifting mechanism for generating a spiral airflow in the slime discharge direction by the air injection is formed. .

【0028】また、注入ロッド1の先端部には地上部か
ら操作可能な芯材先端部着脱機構7が設られ、注入ロッ
ド1を対象地盤に挿入する際に芯材Dの先端部を着装し
て挿入し所定深度でこれを離脱して地中に残置して硬化
材注入を行うことにより、芯材のある硬化材注入層が造
成される。
At the tip of the injection rod 1, a core tip attachment / detachment mechanism 7 operable from the ground is provided, and when the injection rod 1 is inserted into the target ground, the tip of the core D is mounted. The hardened material injection layer having a core material is formed by inserting the hardened material at a predetermined depth, removing the same at a predetermined depth, and leaving it in the ground to perform hardened material injection.

【0029】以上のような装置システムを用い、注入ロ
ッド1は回転等の適宣手段によって対象地盤に推進挿入
される。
Using the above-described apparatus system, the injection rod 1 is propelled and inserted into the target ground by a suitable means such as rotation.

【0030】所定深度において、重合噴射ノズル3の核
ノズル31から地盤硬化材を、例えば400キログラムパー
スクエアセンチ程度の高圧力、流量 200リットルパーミ
ニット前後で噴射し、囲周ノズル32からエアー( 場合に
よっては囲周ノズル32の外側を更に囲周する囲周ノズル
を設け、その囲周ノズルから清水を噴射し、場合によっ
てはエアーも清水も噴射せずに) を噴射しながら注入ロ
ッド1を所定角度で往復回動させながら後退させると高
圧高速の硬化材噴流が扇状に対象地盤を切削し攪拌し
て、扇状の硬化材注入層が造成されて行く。
At a predetermined depth, a ground hardening material is injected from the core nozzle 31 of the polymerization injection nozzle 3 at a high pressure of, for example, about 400 kilograms per square centimeter and at a flow rate of about 200 liters per minute, and air is injected from the surrounding nozzle 32 In some cases, a surrounding nozzle is provided to further surround the outside of the surrounding nozzle 32, and fresh water is injected from the surrounding nozzle, and in some cases, neither air nor fresh water is injected. When reversing while rotating back and forth at an angle, the high-pressure, high-speed hardening material jet cuts and agitates the target ground in a fan shape, and a fan-shaped hardening material injection layer is formed.

【0031】一方、噴射による破砕力を失って飽和状態
となった泥水スライムが、後続噴射によってスライム自
体に蓄積された内圧エネルギーによって吸入孔5から吸
入され、高圧噴射された硬化材は密度調整されて地盤の
空隙率を増す。
On the other hand, muddy water slime that has become saturated due to the loss of crushing force due to the injection is sucked from the suction hole 5 by the internal pressure energy accumulated in the slime itself by the subsequent injection, and the hardened material injected at a high pressure is adjusted in density. To increase the porosity of the ground.

【0032】吸入されたスライムは、排出経路52に開口
する傾斜噴射ノズル51からのエアー噴射によるスパイラ
ル揚送機構により加速し、排出経路52を通じてスライム
処理機構6に送入される。
The sucked slime is accelerated by a spiral lifting mechanism by air injection from an inclined injection nozzle 51 opening to a discharge path 52, and is fed into the slime processing mechanism 6 through the discharge path 52.

【0033】この間、高圧噴射方向に背向する部位には
注入圧は掛からないが、噴射方向側の内圧と硬化反応完
了前の隣接硬化材注入層の支持力が掛かる。特に水平方
向注入の場合には、崩壊より問題の崩落の危険がある。
During this time, the injection pressure is not applied to the portion facing the high-pressure injection direction, but the internal pressure on the injection direction side and the support force of the adjacent hardened material injection layer before the completion of the curing reaction are applied. In particular, in the case of horizontal injection, there is a risk of the problem collapse rather than collapse.

【0034】そのため、高圧噴射方向と同時に前記した
噴出孔33から、硬化材噴射より低圧で高圧噴射層芯部に
瞬結性硬化剤を噴出して、ノズル3からの地盤硬化材注
入部の硬化反応完了まで所要部の崩壊を防止する。
Therefore, at the same time as the high-pressure injection direction, the instantaneous hardening agent is jetted from the jet hole 33 to the core of the high-pressure injection layer at a lower pressure than the injection of the hardening material, and the hardening of the ground hardening material injection portion from the nozzle 3 is performed. Prevent collapse of required parts until the reaction is completed.

【0035】この場合、地盤硬化材にセメントミルクが
使用されていれば、瞬結性硬化剤に水ガラスを用いるこ
とにより、これが硬化反応剤となって充分な効果があ
る。
In this case, if cement milk is used as the ground hardening material, by using water glass as the instantaneous hardening agent, it becomes a hardening reactant and has a sufficient effect.

【0036】なお、高圧噴射層芯部に対する瞬結性硬化
剤の噴出と芯材先端部着脱機構7を設けて、注入ロッド
1を対象地盤に挿入する際に芯材Bの先端部を着装して
挿入し所定深度でこれを離脱して地中に残置する手段に
ついては、扇状の硬化材注入層造成の場合ばかりでな
く、円柱状の硬化材注入層造成の場合にも適用できるも
のであることは言うまでもない。
In addition, a jet-hardening agent is jetted to the core of the high-pressure jet layer and a core material tip attaching / detaching mechanism 7 is provided so that the tip of the core material B is attached when the injection rod 1 is inserted into the target ground. The means for inserting and removing at a predetermined depth and leaving it in the ground can be applied not only to the case of forming a fan-shaped hardened material injection layer, but also to the case of forming a columnar hardened material injection layer. Needless to say.

【0037】以上のように重合噴射ノズル3から高圧噴
射された硬化材はスライム吸入によって密度調整され、
空隙率の増した周辺土壌を攪拌混合して扇柱上に地盤硬
化材注入層A1が造成されるので、その硬化反応完了前に
隣接硬化材注入層A2の注入を行うことにより、これを図
示のように順次並列させて所定構造に連続させて行くも
のである。
As described above, the density of the hardened material injected from the polymerization injection nozzle 3 is adjusted by suction of slime.
The ground hardening material injection layer A1 is created on the fan column by stirring and mixing the surrounding soil with increased porosity, so before the hardening reaction is completed, the adjacent hardening material injection layer A2 is injected to illustrate this. As shown in FIG.

【0038】この際、注入ロッドの往復回動角度は目的
に応じて様々に設定できるが、これを180度に設定す
れば、硬化材注入層A1の高圧噴射方向背向部B1の層面は
平面になり、背向部に設けた噴出孔33による瞬結性硬化
剤の注入域C1も180度の半円となり、硬化材注入層芯
部に防護層を造成する。
At this time, the reciprocating rotation angle of the injection rod can be variously set according to the purpose. If this angle is set to 180 degrees, the layer surface of the hard material injection layer A1 in the high pressure injection direction back portion B1 is flat. As a result, the injection region C1 of the instantaneous hardening agent through the ejection hole 33 provided in the back portion also becomes a semicircle of 180 degrees, and a protective layer is formed on the core of the hardening material injection layer.

【0039】同時にピアノ線等による芯材Dの先端を地
中に残置して、硬化材注入層の造成が行われれば、防護
層の強度を更に強化できる。
At the same time, the strength of the protective layer can be further enhanced by forming the hardened material injection layer while leaving the tip of the core material D such as a piano wire in the ground.

【0040】また、これを120度に設定すれば、硬化
材注入層A1の高圧噴射方向背向部B1の層面は120度の
稜面となるが、噴出孔33による瞬結性硬化剤の注入域C1
も120度の扇状となり、図4に示すようにこれを並列
した隣接端部に往復回動角度を120度に設定した注入
により硬化材注入層A2、A3・・を組み合わせれば、稜面
と噴射面が互いに嵌合して強化された構造体が造成さ
れ、目的構造物の種類に応じて活用できる。
If this is set to 120 degrees, the layer surface of the back-facing portion B1 of the high-pressure injection direction of the hardening material injection layer A1 becomes a 120-degree ridge surface. Area C1
Also, as shown in FIG. 4, the hardened material injection layers A2, A3,. A reinforced structure is formed by fitting the ejection surfaces to each other, and can be utilized according to the type of the target structure.

【0041】また、硬化材注入層をサークルに造成し、
高圧噴射方向をサークルの中心に集中させるようにすれ
ば、噴射圧がサークルの中心に集中して同部の地盤を強
力に締め固めることができ、その部分を用途に応じて利
用することができる。硬化材注入は複数の注入ロッドを
用いて同時に行うことは勿論可能である。
Further, a hardening material injection layer is formed in a circle,
If the high-pressure injection direction is concentrated at the center of the circle, the injection pressure is concentrated at the center of the circle and the ground at the same part can be compacted strongly, and that part can be used according to the application . It is of course possible to inject the hardening material simultaneously using a plurality of injection rods.

【0042】[0042]

【発明の効果】本発明は以上のように構成したので、第
一の発明については硬化材注入圧を特定の方向に集中し
て、これを利用することができるとともに、意図した方
向以外における地盤隆起などの迷惑現象を避けることが
できる。
Since the present invention is constructed as described above, in the first invention, the hardening material injection pressure can be concentrated and used in a specific direction, and the ground pressure in a direction other than the intended direction can be utilized. Annoying phenomena such as bumps can be avoided.

【0043】更に、特定方向のみに硬化材注入を行い、
不要な方向への硬化材注入は行わないので、その分硬化
材の節約になる。
Further, a hardening material is injected only in a specific direction,
Since the hardening material is not injected in an unnecessary direction, the hardening material is saved correspondingly.

【0044】また、スライム吸入孔を設け、余剰スライ
ムを吸入するようにすれば、注入効果を減殺し、公害の
発生因ともなる泥水スラッジを噴射ノズルの直近におい
て吸引除去すると共に、噴射圧を効果的にして硬化材噴
流の到達距離を伸長し、純度の高い扇状硬化材注入層が
造成できる効果がある。
If a slime suction hole is provided to suck in excess slime, the injection effect is reduced, muddy sludge, which is a cause of pollution, is sucked and removed in the immediate vicinity of the injection nozzle, and the injection pressure is reduced. This has the effect of extending the reach of the hardening material jet and forming a fan-shaped hardening material injection layer of high purity.

【0045】また、第二の発明については、円柱状の硬
化材注入層造成の場合を含め広く適用できるもので、地
盤硬化材注入部の硬化反応完了まで所要部の崩壊を防止
して硬化材注入層の強化と変形防止に奉仕すると共に、
硬化反応完了の芯部に支持された硬化未反応の囲周部が
隣接して造成される硬化材注入層と硬化未反応部同志で
融合し構造体の一体化を図ることができる。
The second invention can be applied widely including the case of forming a column-shaped hardening material injection layer. The hardening material is prevented by preventing the required portion from collapsing until the hardening reaction of the ground hardening material injection portion is completed. While helping to strengthen the injection layer and prevent deformation,
The uncured peripheral portion supported by the core after the completion of the curing reaction is fused with the cured material injection layer formed adjacent to the cured unreacted portion to integrate the structure.

【0046】更に、地上部から操作可能な芯材先端部着
脱機構7により芯材Dの先端を地中に残置して、硬化材
注入層の造成と同時に芯材設置を行えば、改めて芯材設
置のための施工を行う必要がなく、作業効率的に極めて
有利であるばかりでなく、地盤硬化材注入部の硬化反応
完了まで所要部の崩壊を防止する瞬結部の強化にも効果
がある。
Further, if the tip of the core material D is left underground by the core material tip attaching / detaching mechanism 7 which can be operated from the ground portion and the core material is installed simultaneously with the formation of the hardened material injection layer, the core material can be renewed. There is no need to perform installation work, which is extremely advantageous in terms of work efficiency, and is also effective in strengthening the instantaneous connection part that prevents collapse of required parts until the hardening reaction of the ground hardening material injection part is completed. .

【0047】[0047]

【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垂直方向の施工状況を示
す全体説明図
FIG. 1 is an overall explanatory view showing a construction state in a vertical direction according to an embodiment of the present invention.

【図2】同じく水平方向の施工状況を示す全体説明図FIG. 2 is an overall explanatory view showing the construction status in the horizontal direction.

【図3】注入ロッド先端部の拡大縦断面図FIG. 3 is an enlarged longitudinal sectional view of the tip of the injection rod.

【図4】硬化材注入層の並列状況とこれを組み合わせた
構造実施例図
FIG. 4 is a view showing an embodiment of a parallel arrangement of a hardening material injection layer and a structure combining the same.

【図5】高圧噴射方向をサークルの中心に集中させた構
造実施例図
FIG. 5 is a structural embodiment diagram in which a high-pressure injection direction is concentrated at the center of a circle.

【図6】傾斜噴射ノズル設置部分の排出経路の拡大横断
面図
FIG. 6 is an enlarged cross-sectional view of a discharge path at a portion where the inclined injection nozzle is installed.

【符号の説明】[Explanation of symbols]

1 注入ロッド 2 操作機構 3 重合噴射ノズル 31 核ノズル 32 囲周ノズル 33 瞬結性硬化材噴出孔 4 スイベル 5 吸入孔 51 傾斜噴射ノズル 52 排出経路 6 スライム処理機構 7 芯材先端部着脱機構 A 硬化材注入層 B 高圧噴射方向背向部 C 瞬結性硬化剤の注入域 D 芯材 DESCRIPTION OF SYMBOLS 1 Injection rod 2 Operation mechanism 3 Superposition injection nozzle 31 Nuclear nozzle 32 Surrounding nozzle 33 Instantaneous hardening material injection hole 4 Swivel 5 Suction hole 51 Inclined injection nozzle 52 Discharge path 6 Slime processing mechanism 7 Core material tip attachment / detachment mechanism A Hardening Material injection layer B High pressure injection direction backward part C Injection area of quick-setting hardener D Core material

───────────────────────────────────────────────────── フロントページの続き (73)特許権者 999999999 柏山工業 株式会社 大阪市天王寺区悲田院町8―11 (72)発明者 中嶋 志朗 大阪府吹田市佐竹台3−1−5 (56)参考文献 特開 昭53−31311(JP,A) 特開 昭62−174412(JP,A) 特開 昭50−63712(JP,A) 特開 昭55−114705(JP,A) 特開 昭62−55316(JP,A) ──────────────────────────────────────────────────続 き Continuing from the front page (73) Patent holder 999999999 Kashiwayama Kogyo Co., Ltd. 8-11 Nadainmachi, Tennoji-ku, Osaka (72) Inventor Shiro Nakajima 3-1-5 Satakedai, Suita-shi, Osaka (56) References JP-A-53-31311 (JP, A) JP-A-62-174412 (JP, A) JP-A-50-63712 (JP, A) JP-A-55-114705 (JP, A) JP-A-62-55316 (JP, A)

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 多重分隔経路を有する注入ロッドの先端
部側壁に噴射ノズルを設けた注入ロッドを、適宜手段に
より対象地盤に挿入し、所定深度において、造成する構
造体の外廓位置から構造体の内側方向に向けて高圧で地
盤硬化材を噴射しながら、所定角度の範囲内で注入ロッ
ドを往復回動させつつ引き抜き移動することにより断面
扇状の地盤硬化材注入層を造成し、その硬化材の硬化反
応完了前に、同注入層に隣接させて同様の工程による断
面扇状の地盤硬化材注入層を順次造成して、これを所定
構造に連続させることを特徴とする硬化材注入構造体の
造成工法
1. An injection rod having an injection nozzle provided on a side wall of a distal end portion of an injection rod having a multiple separation path, as appropriate means.
At a predetermined depth, the injection rod is reciprocated within a predetermined angle while spraying the ground hardening material at a predetermined depth from the outline position of the structure to be created toward the inside of the structure at high pressure. A ground hardening material injection layer with a fan-shaped cross section is created by pulling and moving while allowing the ground hardening material injection layer with a fan-shaped cross section by the same process to be adjacent to the injection layer before the hardening reaction of the hardening material is completed. A method for forming a hardened material-injected structure, wherein the structure is formed and continuous with a predetermined structure.
【請求項2】 注入ロッドの噴射ノズルから所定間隔を
置いた部位にスライム吸入孔を開口させ、注入ロッドの
硬化材噴射、往復回動による引き抜き移動時に、硬化材
噴射による余剰スライムを同吸入孔に吸入し、吸入孔か
ら注入ロッド内の排出経路を通じて排出しながら断面扇
状の地盤硬化材注入層を造成するようにした「請求項
1」記載の硬化材注入構造体の造成工法
2. A slime suction hole is opened at a predetermined distance from the injection nozzle of the injection rod.
When the hardening material is ejected, the excess slime due to the hardening material injection is sucked into the suction hole at the time of the pull-out movement by the reciprocating rotation, and the ground hardening material injection layer having a fan-shaped cross section is formed while discharging the excess slime from the suction hole through the discharge path in the injection rod. Method for forming a cured material injection structure according to claim 1
【請求項3】 注入ロッドの噴射ノズルから適宜の間隔
位置に瞬結性硬化材の噴出孔を、切替え可能なその供給
経路と共に設け、硬化材の噴射注入時に、硬化材注入層
の所要部に瞬結性硬化材を同時に注入して、硬化反応ま
で硬化材注入層所要部の崩壊を防止するようにした「請
求項1」「請求項2」記載の硬化材注入構造体の造成工
3. A spouting hole for the instantaneous hardening material is provided at an appropriate interval from the injection nozzle of the injection rod together with a switchable supply path thereof , and at the time of injection of the hardening material, a predetermined portion of the hardening material injection layer is provided. A method for forming a hardened material injection structure according to claim 1 or claim 2, wherein a flash hardening material is simultaneously injected to prevent collapse of a required portion of the hardened material injection layer until a hardening reaction.
【請求項4】 多重分隔経路を有する注入ロッドの先端
部側壁に噴射ノズルを設け、更にその噴射ノズルから適
宜の間隔位置に瞬結性硬化材の噴出孔を、その供給経路
と共に設けて注入ロッドを対象地盤に挿入し、高圧で地
盤硬化材を噴射し同時に瞬結性硬化材を地盤硬化材噴射
圧より低い圧力で噴出しながら、注入ロッドを回転させ
つつ引き抜き移動することにより芯部に瞬結硬化層のあ
る円柱状の地盤硬化材注入層を造成する硬化材注入構造
体の造成工法
4. An injection rod is provided on an end side wall of an injection rod having a multiple separation path, and an injection hole of an instantaneous hardening material is provided at an appropriate interval from the injection nozzle together with a supply path thereof. Into the target ground, inject the ground hardening material at high pressure, and simultaneously spray the instantaneous hardening material
A method of forming a hardened material injection structure that creates a cylindrical ground hardened material injection layer with an instantaneous hardened layer at the core by rotating the injection rod and pulling out while ejecting at a pressure lower than the pressure
【請求項5】 注入ロッドの先端部に地上部から操作可
能な芯材先端部着脱機構を設け、注入ロッドを対象地盤
に挿入する際に芯材先端部を着装して挿入し、所定深度
でこれを離脱して地中に遺留しながら注入ロッドを引き
抜き移動しつつ硬化材注入を行うことにより、芯材のあ
る硬化材注入層を造成する「請求項1」「請求項2」
「請求項3」「請求項4」記載の硬化材注入構造体の造
成工法
5. A core material tip attachment / detachment mechanism operable from the ground portion at the tip of the injection rod, and when inserting the injection rod into the target ground, the core material tip is attached and inserted, and at a predetermined depth. Pull it out and pull the injection rod while remaining in the ground
A hardening material injection layer having a core material is formed by injecting the hardening material while pulling out and moving.
[Claim 3] [Claim 4] The method for forming a hardened material injection structure according to claim 4
JP3275968A 1991-10-24 1991-10-24 Construction method of hardened material injection structure Expired - Fee Related JP2702337B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3275968A JP2702337B2 (en) 1991-10-24 1991-10-24 Construction method of hardened material injection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3275968A JP2702337B2 (en) 1991-10-24 1991-10-24 Construction method of hardened material injection structure

Publications (2)

Publication Number Publication Date
JPH06336720A JPH06336720A (en) 1994-12-06
JP2702337B2 true JP2702337B2 (en) 1998-01-21

Family

ID=17562930

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3275968A Expired - Fee Related JP2702337B2 (en) 1991-10-24 1991-10-24 Construction method of hardened material injection structure

Country Status (1)

Country Link
JP (1) JP2702337B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3550392B2 (en) * 2001-09-20 2004-08-04 有限会社 ニューテック研究▲しゃ▼ Ground improvement method and ground improvement equipment
JP5542531B2 (en) * 2010-06-09 2014-07-09 東海旅客鉄道株式会社 Ground improvement method and underpass method
JP6230861B2 (en) * 2013-09-30 2017-11-15 株式会社不動テトラ Ground improvement method by high-pressure jet stirring method
JP2016160700A (en) * 2015-03-04 2016-09-05 東日本旅客鉄道株式会社 Foundation reinforcement method

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5249646B2 (en) * 1973-09-17 1977-12-19
JPS5814895B2 (en) * 1979-02-23 1983-03-23 鹿島建設株式会社 Construction method for underground columnar solid bodies
JPS6255316A (en) * 1985-09-04 1987-03-11 Yuji Kaneko Method and apparatus for forming continuous horizontal columnar wall

Also Published As

Publication number Publication date
JPH06336720A (en) 1994-12-06

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