JP2006045836A - Slime sucking and hardening material injecting method and device - Google Patents

Slime sucking and hardening material injecting method and device Download PDF

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JP2006045836A
JP2006045836A JP2004226353A JP2004226353A JP2006045836A JP 2006045836 A JP2006045836 A JP 2006045836A JP 2004226353 A JP2004226353 A JP 2004226353A JP 2004226353 A JP2004226353 A JP 2004226353A JP 2006045836 A JP2006045836 A JP 2006045836A
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injection
slime
nozzle
ground
rod
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JP3904568B2 (en
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Asao Sawabe
朝男 澤部
Hiroyuki Tanaka
裕之 田中
Toru Kashima
透 加嶋
Yasuharu Nakanishi
康晴 中西
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NIT Co Ltd Japan
Estec Co Ltd
Tak Co Ltd
Toko Construction Co Ltd
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NIT Co Ltd Japan
Estec Co Ltd
Tak Co Ltd
Toko Construction Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To solve the problems of producing waste that a specially injected hardening material is discharged as slime, and thinning a built-up hardening material layer, since excessive suction may be caused, when ground internal pressure of the object ground exceeds a predetermined value, though conventionally an arrival distance of a hardening material jet is extended and the ground internal pressure is adjusted by sucking the generating slime when injecting a ground hardening material. <P>SOLUTION: An adjustably opening-closing shutter 55 is attached to a slime suction hole 5. A ground internal pressure measuring sensor 54 is arranged in a rod tip part. Slime suction corresponding to an internal pressure variation in the object ground by injection pressure of the hardening material, is performed by adjusting opening and closing of the shutter, and the excessive suction is prevented, and proper slime suction force is held. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、軟弱地盤の安定、構築物の基礎、トンネル掘削における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のための地盤硬化材注入に用いるスライム吸引硬化材注入工法と装置に関するものである。   The present invention relates to a slime suction hardener injection method used for ground hardener injection for the purpose of creating a hardener injection structure for the purpose of stabilization of soft ground, foundation of structures, support of ground in tunnel excavation, etc. It relates to the device.

従来、硬化材注入構造体の造成は対象地盤に挿入した注入ロッドから地盤硬化材を高圧噴射により注入して行われてきたが、硬化材注入圧によって対象地盤の内圧が高まり、その調整が問題となっている。   Conventionally, the hardened material injection structure has been created by injecting the ground hardened material from the injection rod inserted into the target ground by high pressure injection, but the internal pressure of the target ground is increased by the hardened material injection pressure, and its adjustment is a problem. It has become.

対象地盤の内圧調整については、注入ロッド挿入孔を通じてエアリフトにより余剰スライムを揚送する方法が長く行われてきたが充分な効果が得られず、特に注入ロッドを水平方向に挿入する場合には適用することが出来なかった。   For adjusting the internal pressure of the target ground, the method of lifting excess slime by air lift through the injection rod insertion hole has been carried out for a long time, but sufficient effect has not been obtained, especially when inserting the injection rod in the horizontal direction I could not do it.

そこで、注入ロッドにスライム吸入孔を開口させ、注入ロッド内の多重分隔経路によって構成された排出経路を通じて余剰スライムを排出する方法(例えば特許文献1参照)が開発されている。   In view of this, a method has been developed in which a slime suction hole is opened in the injection rod and excess slime is discharged through a discharge path constituted by multiple dividing paths in the injection rod (see, for example, Patent Document 1).

スライム吸入孔の設定により、余剰スライムの系統的な処理が可能となり、成果を挙げることができたが、スライム吸入孔の開口だけでは搬送力が弱く充分な内圧調整を行うことが出来なかったため、注入ロッド内の排出経路底部にスライム排出方向にジェット流を噴射するジェット噴射孔を設け、更にその外側に排出経路内を旋回する旋回流を噴射する旋回流噴射ノズルを配置して注入ロッド内部においてスライム吸入力と排出力を推進する方法(例えば特許文献2参照)も開発されている。
特公平8ー11889号公報 特許第2602386号公報
By setting the slime suction hole, systematic processing of surplus slime became possible, and results were achieved, but since the conveying force was weak only by opening the slime suction hole, sufficient internal pressure adjustment could not be performed, A jet injection hole for injecting a jet stream in the slime discharge direction is provided at the bottom of the discharge path in the injection rod, and a swirl flow injection nozzle for injecting a swirl flow that swirls in the discharge path is disposed outside the injection rod. A method (for example, see Patent Document 2) that promotes slime suction and discharge is also developed.
Japanese Patent Publication No. 8-11889 Japanese Patent No. 2602386

スライム吸入孔から吸入されたスライムの排出については、上記のように排出経路底部にスライム排出方向にジェット流を噴射するジェット噴射孔を設け、排出経路内を旋回する旋回流を噴射する旋回流噴射ノズルを配置する等してスライム吸入力と排出力を推進しているが、対象地盤の地内圧が所定値を超えると過剰吸引が起こり、折角注入された硬化材がスライムとして排出されて無駄になったり、造成される硬化材層が痩細化したりする問題がある。   As for the discharge of slime sucked from the slime suction hole, as described above, the jet injection hole for injecting the jet flow in the slime discharge direction is provided at the bottom of the discharge path, and the swirl flow injection for injecting the swirl flow swirling in the discharge path Slime suction and discharge force is promoted by arranging nozzles, etc., but if the ground pressure of the target ground exceeds the predetermined value, excessive suction occurs, and the hardened material injected at a corner is discharged as slime and wasted There is a problem that the hardened material layer to be formed is thinned.

また、挿入された注入管ロッドが地下水層に遭遇したりすると、多量の水がスライムと共にスライム排出経路に流入し作業スペースに溢出して作業継続が困難になる等の不都合があり、他方、硬化材注入が長時間継続したり注入深度が深くなると、途中でロッドの継足しや取外しを行なわなければならないため、その都度、ロッドの内圧が下がり裸孔となっている硬化材噴射ノズルやスライム吸入孔から土砂が侵入して硬化材等の圧送経路やスライム排出経路に目詰まりを生じるという問題がある。   In addition, when the inserted injection tube rod encounters a groundwater layer, a large amount of water flows into the slime discharge path together with the slime and overflows into the work space, making it difficult to continue the work. If the material injection continues for a long time or the injection depth becomes deeper, the rod must be added or removed on the way, so each time the rod's internal pressure decreases and the hard material injection nozzle or slime inhalation becomes a bare hole There is a problem in that earth and sand enter from the hole and clogging is caused in the pressure feeding route for the hardened material and the slime discharge route.

特に、水平方向に挿入される注入ロッドの場合には、硬化材の注入圧による対象地盤の内圧変動が捉え難くいので地内圧との関係で適正なスライム吸入力を保持することが困難であるという問題もある。   In particular, in the case of an injection rod that is inserted in the horizontal direction, it is difficult to grasp the internal pressure fluctuation of the target ground due to the injection pressure of the hardener, so it is difficult to maintain an appropriate slime suction input in relation to the internal pressure. There is also a problem.

本発明は以上の問題点に対処するため、重合噴射ノズルから上部に所定間隔を置いた部位に、地内圧測定センサーの測定値によって開閉するシャッターを設けたスライム吸入孔を開口させ、スライム吸入孔から吸入したスライムを排出する排出経路の底部に、スライム排出方向にジェット流を噴射するジェット噴射孔を設け、その上部に所定間隔を置いてエアーを噴射するバックエアーノズルを排出経路内壁に配置した注入ロッドを用いるようにした。   In order to address the above-described problems, the slime suction hole is provided with a slime suction hole provided with a shutter that opens and closes according to the measured value of the ground pressure measurement sensor at a position spaced above the polymerization injection nozzle by a predetermined distance. A jet injection hole for injecting a jet stream in the slime discharge direction is provided at the bottom of the discharge path for discharging slime sucked from the air, and a back air nozzle for injecting air at a predetermined interval is arranged on the top of the jet injection hole. An injection rod was used.

即ち、スライム吸入孔に調整可能に開閉するシャッターを付設し、ロッド先端部に地内圧測定センサーを設けることにより、硬化材の注入圧による対象地盤の内圧変動に対応するスライム吸引をシャッターの開閉調整によって行ない、過剰吸引を防止すると共に適正なスライム吸入力を保持するものである。   In other words, an adjustable shutter is attached to the slime suction hole, and a ground pressure measurement sensor is provided at the tip of the rod, so that the slime suction corresponding to fluctuations in the internal pressure of the target ground due to the injection pressure of the hardener can be adjusted. To prevent excessive suction and maintain proper slime suction.

また、重合噴射ノズルに硬化材噴射圧力によって開閉するシャッターを設け、硬化材噴射の中断或いは休止とノズルシャッターの開閉を連動させるようにし、硬化材注入が長時間継続したり注入深度が深くなって、途中でロッドの継足しや取外しが行なわれると、硬化材噴射圧も中断されるのでノズルシャッターが自動的に閉鎖され、硬化材噴射ノズルから硬化材等の圧送経路やスライム排出経路に土砂が侵入するのを防止するようにした。   In addition, the polymerization injection nozzle is provided with a shutter that opens and closes by the curing material injection pressure, and the interruption or pause of the curing material injection is linked with the opening and closing of the nozzle shutter, so that the curing material injection continues for a long time or the injection depth increases. If the rod is added or removed on the way, the hardener injection pressure is also interrupted, so the nozzle shutter is automatically closed, and earth and sand are transferred from the hardener injection nozzle to the pressure supply path for the hardener and the slime discharge path. The intrusion was prevented.

更に、スライム排出経路内壁に設ける排出補助ジェット孔をバックエアーノズルに変えてスライムの比重を低下させるに止め、排出補助としての排出方向への推進を強制的なものから調整地内圧に対応する無理のない推進力として、対象地盤の地内圧とスライム吸引力の均衡を図るようにした。   Furthermore, the discharge auxiliary jet hole provided on the inner wall of the slime discharge path is changed to the back air nozzle to reduce the specific gravity of the slime, and the propulsion in the discharge direction as discharge auxiliary is forced from the forced one to the adjusted ground pressure As a propulsive force without any pressure, the ground pressure of the target ground and the slime suction force are balanced.

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(目的に応じて水平方向への前進、後退など形態が異なる)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。   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 operating mechanism (different in form such as moving forward and backward in the horizontal direction according to the purpose) 2 and is given operations such as lowering, raising, rotating, and 360-degree reciprocating rotation.

注入ロッド1の先端部側壁には核ノズル31、囲周ノズル32によって構成される重合噴射ノズル3が設けられ、重合噴射ノズルから上部に所定間隔を置いた部位に、地内圧測定センサー54の測定値によって開閉するシャッター55を設けたスライム吸入孔5が設定されている。   A superposition jet nozzle 3 composed of a core nozzle 31 and a surrounding nozzle 32 is provided on the tip side wall of the injection rod 1, and the ground pressure measurement sensor 54 measures the site at a predetermined interval above the superposition jet nozzle. A slime suction hole 5 provided with a shutter 55 that opens and closes depending on the value is set.

重合噴射ノズル3は、スイベル4を介して供給経路11により供給される硬化材の供給圧によってシャッター33を開口して硬化材を核ノズル31から噴射し、供給経路12により供給されるエアーをその周囲を囲む囲周ノズル32を通じてそれぞれ地中に噴射する。   The superposition jet nozzle 3 opens the shutter 33 by the supply pressure of the hardened material supplied by the supply path 11 via the swivel 4 to inject the hardened material from the core nozzle 31 and the air supplied by the supply path 12 Each is injected into the ground through a surrounding nozzle 32 surrounding the periphery.

5はスライム吸入孔で、重合噴射ノズル3の上部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、スライム処理機構に揚送する。51は核ノズル31に硬化材を供給する硬化材供給経路、52は囲周ノズル32に圧縮空気を供給するエア供給経路、53はジェット供給経路である。   Reference numeral 5 denotes a slime suction hole, which is opened above the polymerization injection nozzle 3 at a predetermined interval. Excess slime generated by the injection operation from the injection nozzle 3 is sucked by using its internal pressure energy and lifted to the slime processing mechanism. To send. 51 is a curing material supply path for supplying the curing material to the core nozzle 31, 52 is an air supply path for supplying compressed air to the surrounding nozzle 32, and 53 is a jet supply path.

スライム吸入孔5から下部に所定間隔を置いた部位には、地内圧測定センサー54が設定され、注入ロッド先端部における対象地盤の地内圧が常に測定されて操作部に表示されるようになっている。注入ロツド内部は並列する多孔経路となっており、噴射ノズル3やスライム吸入孔5の各開口部に開口する多孔経路を有している。   A ground pressure measurement sensor 54 is set at a portion spaced from the slime suction hole 5 at a predetermined interval, and the ground pressure of the target ground at the tip of the injection rod is always measured and displayed on the operation unit. Yes. The inside of the injection rod is a parallel porous path, and has a porous path that opens to each opening of the injection nozzle 3 and the slime suction hole 5.

スライム吸入孔5が開口する排出経路6の底部には、中央にスライム排出方向にジェット流を噴射するジェット噴射孔7、その上部の排出経路内壁にはエアーを噴射するバックエアー噴射ノズル8が設定されている。   At the bottom of the discharge path 6 where the slime suction hole 5 opens, a jet injection hole 7 for injecting a jet stream in the direction of slime discharge is set at the center, and a back air injection nozzle 8 for injecting air is set on the inner wall of the upper discharge path. Has been.

更に、排出経路6の内壁には所定間隔毎にバックエアーもしくはジェット噴射による中継ノズル9が必要に応じて配置される。   Further, relay nozzles 9 by back air or jet injection are arranged on the inner wall of the discharge path 6 at predetermined intervals as required.

以上のような装置システムにより、先ず、注入ロッド1は操作機構2によって回転を与えられ、削孔水供給経路13から削孔水を噴出しながら、メタルクラウン10により対象地盤を穿孔し対象地盤Xに推進挿入される。   By the apparatus system as described above, first, the injection rod 1 is rotated by the operation mechanism 2 and the target ground X is drilled by the metal crown 10 while the drilling water is ejected from the drilling water supply path 13. Inserted into the propulsion.

所定深度において、供給経路11により供給される硬化材の供給圧によってシャッター33を開口して重合噴射ノズル3の核ノズル31から地盤硬化材を、囲周ノズル32からエアーを噴射しながら注入ロッド1を回動させながら後退させると高圧高速の硬化材噴流が対象地盤を切削し撹拌して、その軌跡に沿った硬化材注入層が造成されて行く。   At a predetermined depth, the injection rod 1 while opening the shutter 33 by the supply pressure of the hardening material supplied by the supply path 11 and injecting the ground hardening material from the core nozzle 31 of the polymerization injection nozzle 3 and air from the surrounding nozzle 32. When rotating backward, the high-pressure and high-speed hardener jet cuts and agitates the target ground, and a hardener injection layer is formed along the trajectory.

一方、噴射ノズル3から噴射され、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や硬化材噴射圧によって変動する対象地盤地内圧は、地内圧測定センサー54によって測定され、これが所定値以上に上昇すると油圧ライン14にオイルが供給されてシャッター55が測定値に対応して開放されて行く。   On the other hand, the target ground ground pressure, which is changed by the muddy water slime or the hardened material spray pressure, which has been sprayed from the spray nozzle 3 and has lost its crushing force due to the spray, is measured by the ground pressure measurement sensor 54, and this is above a predetermined value. Then, oil is supplied to the hydraulic line 14 and the shutter 55 is opened corresponding to the measured value.

シャッター55は地内圧測定センサー54によって表示される測定値に従って操作される油圧ユニット56によって開度調整され、スライム吸入孔開度表示用デジタルメーターに表示される。シャッター55が開放されると、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と排出経路6の吸引負圧によって、地内圧を上昇させている余剰スライムがスライム吸入孔5から吸入される。   The opening of the shutter 55 is adjusted by a hydraulic unit 56 operated according to the measured value displayed by the ground pressure measurement sensor 54 and displayed on the slime suction hole opening display digital meter. When the shutter 55 is opened, surplus slime that increases the ground pressure is sucked from the slime suction hole 5 by the internal pressure energy accumulated in the slime itself by the subsequent injection and the suction negative pressure of the discharge path 6.

吸入されたスライムは、排出経路6の底部に開口するジェット噴射孔7、その上部の排出経路内壁に設定されたバックエアー噴射ノズル8による搬送流に乗り必要に応じて中継ノズルにより加速されて、排出経路6を通じてスライム処理機構に送入されるが、吸入によって対象地盤の地内圧が低下するとシャッター55の開度を調整して吸入量を減少させて硬化材注入の均衡を図る。   The sucked slime is accelerated by the relay nozzle as required by riding on the transport flow by the jet injection hole 7 opening at the bottom of the discharge path 6 and the back air injection nozzle 8 set on the inner wall of the discharge path at the top, Although it is sent to the slime processing mechanism through the discharge path 6, when the ground pressure of the target ground is lowered by the suction, the opening of the shutter 55 is adjusted to reduce the suction amount and to balance the hardener injection.

また、途中でロッドの継足しや取外しを行なう場合には、シャッター33とシャッター55を予め閉鎖することができるので、ロッドの取外し時にその内圧が一時に低下して、スライム吸入孔や硬化材噴射ノズルから硬化材等の圧送経路やスライム排出経路に土砂が侵入するのを防止することを可能とした。   Further, when the rod is added or removed on the way, the shutter 33 and the shutter 55 can be closed in advance, so that when the rod is removed, the internal pressure is temporarily reduced, and the slime suction hole and the hardener injection It was possible to prevent earth and sand from entering the pressure-feeding path of the hardened material and the slime discharge path from the nozzle.

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撹拌混合して地盤硬化材注入層Aが造成されるので、これを順次並列させるなどして所定構造に連続させて行くものである。   As described above, the hardened material jetted at a high pressure from the polymerization jet nozzle 3 is adjusted in density by slime suction, and the ground hardened material injection layer A is formed by stirring and mixing the surrounding soil with increased porosity. It is made to continue to a predetermined structure by making it parallel or the like.

本発明は以上のように構成したので、対象地盤の地内圧等に全面的に依存し、地下水等の状況に対応し得なかったスライム吸入では達成し得なかった水平注入の場合のスライム排出を強力に行うことができるとともに、吸引ポンプでは達成し得なかった中継ノズルによる排出力の完全な補完を可能とした。   Since the present invention is configured as described above, the slime discharge in the case of horizontal injection that could not be achieved by slime inhalation, which depended entirely on the ground pressure of the target ground and could not cope with the situation of groundwater etc. In addition to being able to perform powerfully, it has made it possible to completely complement the discharge power of the relay nozzle that could not be achieved with a suction pump.

更に、積極的にスライム吸入孔の吸引力を造成し調整するので、質量の高い泥水スラッジを含むスライム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できる効果がある。   Furthermore, since the suction force of the slime suction hole is actively created and adjusted, slime containing high-mass mud sludge is suctioned and removed in the immediate vicinity of the injection nozzle, and the injection pressure is effectively increased to reach the reach of the hardener jet There is an effect that can be extended.

本発明の実施例による水平方向の施工状況を示す全体説明図Whole explanatory drawing which shows the construction situation of the horizontal direction by the Example of this invention 注入ロッド先端モニター部の構造を模式的に示した拡大縦断面図Enlarged longitudinal sectional view schematically showing the structure of the injection rod tip monitor section 注入ロッド先端モニター部の多孔構造を横断面として示し、スライム吸入孔のシャッター開閉機構を模式的に示した説明図Explanatory drawing showing the porous structure of the injection rod tip monitor part as a cross section and schematically showing the shutter opening / closing mechanism of the slime suction hole

符号の説明Explanation of symbols

1 注入ロッド
11 注入ロッドの硬化材供給経路
12 注入ロッドのエアー供給経路
13 注入ロッドの削孔水供給経路
14 注入ロッドの油圧ライン
15 削孔水供給経路の逆止弁
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 重合噴射ノズルの開閉シャッター
4 スイベル
5 スライム吸入孔
51 圧力センサーケーブル
52 バックエア供給経路
53 ジェット供給経路
54 地内圧測定センサー
55 スライム吸入孔の開閉シャッター
56 スライム吸入孔シャッター開閉油圧ユニット
6 スライム排出経路
7 ジェット噴射孔
8 バックエアー噴射ノズル
9 ロッド中継ボルト
10 ロッドクラウン
A 硬化材注入層
X 対象地盤
DESCRIPTION OF SYMBOLS 1 Injection rod 11 Curing material supply path of injection rod 12 Air supply path of injection rod 13 Drilling water supply path of injection rod 14 Hydraulic line of injection rod 15 Check valve of drilling water supply path 2 Operation mechanism 3 Polymerization injection nozzle 31 Nuclear nozzle
32 Surrounding nozzle
33 Opening and shutting shutter of superposition jet nozzle 4 Swivel
5 Slime suction hole
51 Pressure sensor cable 52 Back air supply path 53 Jet supply path 54 Ground pressure measurement sensor 55 Slime suction hole opening / closing shutter 56 Slime suction hole shutter opening / closing hydraulic unit 6 Slime discharge path 7 Jet injection hole 8 Back air injection nozzle 9 Rod relay bolt 10 Rod crown A Hardened material injection layer X Target ground

Claims (4)

重合噴射ノズルから上部に所定間隔を置いた部位に、地内圧測定センサーの測定値によって開閉するシャッターを設けたスライム吸入孔を開口させ、スライム吸入孔から吸入したスライムを排出する排出経路の底部に、スライム排出方向にジェット流を噴射するジェット噴射孔を設け、その上部に所定間隔を置いてエアーを噴射するバックエアーノズルを排出経路内壁に配置した注入ロッドを対象地盤中に挿入し、所定深度において重合噴射ノズルの囲周ノズルからエアー、核ノズルから硬化材を噴射しつつロッドを回動後退させながら硬化材を注入し、硬化材注入と共に地内圧測定センサーによって測定される対象地盤の地内圧に対応してスライム吸入孔シャッターの開放調整を行なって対象地盤の地内圧を調整することを特徴とするスライム吸引硬化材注入工法 A slime suction hole with a shutter that opens and closes according to the measured value of the ground pressure measurement sensor is opened at a position above the polymerization injection nozzle at a predetermined interval, and is placed at the bottom of the discharge path for discharging the slime sucked from the slime suction hole. A jet injection hole for jetting jet flow in the slime discharge direction is provided, and a back air nozzle for injecting air at a predetermined interval is provided above the injection rod, and an injection rod arranged on the inner wall of the discharge path is inserted into the target ground, and a predetermined depth is obtained. Injecting the curing material while injecting the air from the surrounding nozzle of the polymerization injection nozzle and rotating the rod while rotating the rod while rotating the rod, and the ground pressure of the target ground measured by the ground pressure measurement sensor together with the curing material injection And adjusting the ground pressure of the target ground by adjusting the opening of the slime suction hole shutter. Arm suction curing material grouting 重合噴射ノズルに硬化材噴射圧力によって開閉するシャッターを設け、硬化材噴射の中断或いは休止とノズルシャッターの開閉を連動させるようにした請求項1記載のスライム吸引硬化材注入工法 The slime suction curable material injection method according to claim 1, wherein a shutter for opening and closing the curable material injection pressure is provided in the polymerization injection nozzle, and the suspending or stopping of the curable material injection is interlocked with the opening and closing of the nozzle shutter. 重合噴射ノズルから上部に所定間隔を置いた部位に、地内圧測定センサーの測定値によって開閉するシャッターを設けたスライム吸入孔を開口させ、スライム吸入孔から吸入したスライムを排出する排出経路の底部に、スライム排出方向にジェット流を噴射するジェット噴射孔を設け、その上部に所定間隔を置いてスライム排出方向にエアーを噴射するバックエアーノズルを排出経路内壁に配置した注入ロッドと、この注入ロッドに推進、回動等の作動を与える駆動機構とから成るスライム吸引硬化材注入装置 A slime suction hole with a shutter that opens and closes according to the measured value of the ground pressure measurement sensor is opened at a position above the polymerization injection nozzle at a predetermined interval, and is placed at the bottom of the discharge path for discharging the slime sucked from the slime suction hole. The injection rod is provided with a jet injection hole for injecting a jet flow in the slime discharge direction, and a back air nozzle for injecting air in the slime discharge direction at a predetermined interval above the injection rod, and the injection rod Slime suction hardener injection device comprising a drive mechanism that provides operations such as propulsion and rotation 注入管ロッドに設定する重合噴射ノズルに硬化材噴射圧力によって開閉するシャッターを設けるようにした請求項3記載のスライム吸引硬化材注入装置
4. A slime suction hardener injection device according to claim 3, wherein a shutter that opens and closes by a hardener injection pressure is provided on a polymerization injection nozzle set on the injection tube rod.
JP2004226353A 2004-08-03 2004-08-03 Slime suction curing material injection method and equipment Active JP3904568B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109056867A (en) * 2018-09-11 2018-12-21 湖南金睿能源科技有限公司 A kind of high-pressure pneumatic adds the suction sand energy conserving system pushed away
KR102664577B1 (en) * 2021-09-15 2024-05-10 엑시아지반 주식회사 the improved grout rapid-set injection device with slime emission and pressure control

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109056867A (en) * 2018-09-11 2018-12-21 湖南金睿能源科技有限公司 A kind of high-pressure pneumatic adds the suction sand energy conserving system pushed away
KR102664577B1 (en) * 2021-09-15 2024-05-10 엑시아지반 주식회사 the improved grout rapid-set injection device with slime emission and pressure control

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