JP2888481B2 - Ground hardening material lateral injection method and its equipment - Google Patents

Ground hardening material lateral injection method and its equipment

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Publication number
JP2888481B2
JP2888481B2 JP7173429A JP17342995A JP2888481B2 JP 2888481 B2 JP2888481 B2 JP 2888481B2 JP 7173429 A JP7173429 A JP 7173429A JP 17342995 A JP17342995 A JP 17342995A JP 2888481 B2 JP2888481 B2 JP 2888481B2
Authority
JP
Japan
Prior art keywords
rod
injection
slime
ground
hardening material
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
JP7173429A
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Japanese (ja)
Other versions
JPH0925627A (en
Inventor
志朗 中嶋
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.)
ENU AI TEI KK
Original Assignee
ENU AI TEI 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 ENU AI TEI KK filed Critical ENU AI TEI KK
Priority to JP7173429A priority Critical patent/JP2888481B2/en
Publication of JPH0925627A publication Critical patent/JPH0925627A/en
Application granted granted Critical
Publication of JP2888481B2 publication Critical patent/JP2888481B2/en
Anticipated expiration legal-status Critical
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]

【発明の属する技術分野】本発明は軟弱地盤の安定、構
築物の基礎、横坑の掘削にあたっての地山の支保覆工な
どを目的として、水平方向から上下に角度をつけた方向
を含め、広く側方に延びる硬化パイル層を造成する地盤
硬化材側方注入工法とこれに用いる注入ロッドのスライ
ム吸入調節機構と変動地内圧測定センサーに関するもの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is intended for stabilization of soft ground, foundation of structures, and supporting lining for excavation of horizontal shafts. The present invention relates to a method of laterally injecting a ground hardening material for forming a hardened pile layer extending laterally, a slime suction adjusting mechanism of an injection rod used for the method, and a variable ground pressure measuring sensor.

【0002】[0002]

【発明が解決しようとする課題】地盤硬化材の側方注入
は、地山の側面から水平方向に向けて所定深度まで注入
ロッドを挿入し、ロッドの側壁に設けられた噴射ノズル
から地盤硬化材を高圧噴射しながら、ロッドを回転後退
させて硬化材噴流による周辺土壌の切削と攪拌注入軌跡
に沿って硬化パイル層を造成して行くものであるが、硬
化材噴流と共に噴射されるエアーなど多くの気体が造成
層の周囲に封入される。
In order to inject the ground hardening material laterally, an injection rod is inserted from the side surface of the ground to a predetermined depth in the horizontal direction, and the ground hardening material is injected from an injection nozzle provided on the side wall of the rod. While rotating the rod back and forth while cutting the surrounding soil with the hardening material jet and creating a hardened pile layer along the stirring injection trajectory, but there are many such as air injected with the hardening material jet Gas is enclosed around the formation layer.

【0003】これらの気体は、垂直注入の場合はロッド
挿入孔の間隙からエアリフトとして上方に排出される
が、側方注入の場合はロッド挿入方向が側方のため、一
部は土粒子の間隙を縫って地表に抜けるが、大部分は造
成層の上部に貯溜され、造成硬化材層の変形や注入密度
の疎漏化を招いている。
[0003] In the case of vertical injection, these gases are discharged upward as an air lift from the gap of the rod insertion hole. However, in the case of side injection, the rod insertion direction is lateral, and a part of the gas is discharged from the gap between the soil particles. However, most of them are stored in the upper part of the formation layer, causing deformation of the formation hardening material layer and leakage of the injection density.

【0004】また、硬化材の高圧噴射によって地内圧が
高まると後続の噴射圧によってスライムが圧迫され、ノ
ズル付近の反発力を高める多量の余剰スライムが発生
し、注入が不能となってしまうため、圧力センサーによ
って地内圧を検知しスライム吸入孔によって余剰スライ
ムを吸引排出してスライム調節を行っている。
[0004] Further, when the ground pressure is increased by high-pressure injection of the hardening material, slime is pressed by the subsequent injection pressure, and a large amount of excess slime increasing the repulsive force near the nozzle is generated, so that injection becomes impossible. Ground pressure is detected by a pressure sensor, and excess slime is sucked and discharged through a slime suction hole to adjust slime.

【0005】しかしながら、高圧噴射から超高圧噴射と
硬化材の噴射圧が高くなると、注入地盤内の温度もロッ
ド内で摂氏50度に達することもあり、温度の高下による
圧力センサーの温度誤差が問題となっている。
[0005] However, when the injection pressure of the hardening material increases from the high-pressure injection to the ultra-high-pressure injection, the temperature in the injection ground may reach 50 degrees Celsius in the rod. It is a problem.

【0006】更に、吸入孔によるスライム吸入は、地内
圧の上昇により逃げ場を失ったスライムが吸入孔に自然
に吸入されることに依存してきたが、周辺地盤の地盤圧
と噴射攪拌したスライムの液圧とを所定の圧力でのバラ
ンスに維持するためには、地内圧の正確な把握とこれに
基づくスライム吸入の積極的な操作調整が課題とされて
きた。
Furthermore, slime inhalation through the suction hole has depended on the fact that the slime that has lost its escape due to an increase in the ground pressure is naturally sucked into the suction hole. In order to maintain the pressure and the balance at a predetermined pressure, it has been a challenge to accurately grasp the ground pressure and to actively adjust the slime suction based on the pressure.

【0007】[0007]

【課題を解決するための手段】本発明は側方注入により
造成層の上部に貯溜されるリフトエアーを排出除去する
ため、注入ロッドの先端部にロッドの回動作動を遮断し
たリングベルトを設け、そのリングベルトに吸気杆を上
下動自在に枢設して、硬化材を高圧で噴射しながら回動
後退するロッドの前方に造成される硬化材層の上部にリ
フトエアーが貯溜されると、後退する硬化材噴射ノズル
に追随する位置に設定され、上動してエアー溜まりスペ
ースに吸気口を開口する吸気杆が貯溜エアーを吸引除去
するように構成した。
According to the present invention, in order to discharge and remove the lift air stored in the upper part of the formation layer by lateral injection, a ring belt is provided at the tip of the injection rod, the rotation of the rod being cut off. The lift air is stored in the upper part of the hardened material layer formed in front of the rod that revolves while injecting the hardened material at high pressure by pivoting the intake rod up and down freely on the ring belt, The suction rod is set at a position following the receding hardening material injection nozzle, moves upward, and the suction rod that opens the suction port in the air storage space sucks and removes the stored air.

【0008】また、硬化材の高圧噴射により上昇する地
内温度とスライム中の障害物による圧力センサーの検知
誤差を避けるため、センサー本体とロッド外壁の感知露
出部との間に低膨張率液を封入し、弾性素材によるキャ
ップで感知露出部を覆蓋して圧力センサーを設定した。
Further, in order to avoid a detection error of the pressure sensor due to an in-ground temperature rising due to high-pressure injection of the hardening material and obstacles in the slime, a low expansion coefficient liquid is filled between the sensor body and the exposed portion of the outer wall of the rod. Then, a pressure sensor was set by covering the sensing exposed portion with a cap made of an elastic material.

【0009】更に、圧力センサーの信号を送信機によっ
て孔外操作部に発信させ、この信号によってスライムの
吸入調節を操作するようにし、スライム吸入の積極的な
調整を地内圧の正確な情報に基づいて行なえるようにし
たものである。
Further, the signal of the pressure sensor is transmitted to the outside operation unit by the transmitter, and the slime suction adjustment is operated by this signal, and the positive control of the slime suction is performed based on the accurate information of the ground pressure. It is something that can be done.

【0010】この調整の手段としてスライム吸入孔の吸
入経路中に排出方向に向けて混気ジェットを噴射する噴
射ノズルを設けると共に、その噴射方向の排出経路を絞
り縮径するスロートパッカーを設けて、ジェット噴射と
経路縮径を外部から直接操作する機構を提供するもので
ある。
As means for this adjustment, an injection nozzle for injecting an air-fuel mixture jet in the discharge direction is provided in the suction path of the slime suction hole, and a throat packer for reducing the diameter of the discharge path in the injection direction is provided. It is intended to provide a mechanism for directly operating the jet injection and the path diameter reduction from the outside.

【0011】[0011]

【発明の実施の形態】以下、図面に従って本発明の実施
の形態を説明する。1は注入ロッドで、先端部にロッド
の回動作動を遮断したリングベルト2が設けられてい
る。このリングベルト2はスイベル構造によりロッドの
回動作動から遮断され、そこに植設される吸気杆21がロ
ッドの推進方向に対して常に上面位置を維持するように
構成されている。
Embodiments of the present invention will be described below with reference to the drawings. Reference numeral 1 denotes an injection rod, which is provided at its tip with a ring belt 2 that blocks rotation of the rod. The ring belt 2 is shut off from the turning operation of the rod by a swivel structure, and the intake rod 21 implanted there is always configured to maintain the upper surface position in the propulsion direction of the rod.

【0012】吸気杆21はフロート性の外殻と柔軟性のあ
る吸気チューブとの二重構造となっており、外殻はリン
グベルトにヒンジ22により上下動自在に枢着され、吸気
チューブを抱持して起伏作動を行うようになっている。
The intake rod 21 has a double structure of a floatable outer shell and a flexible intake tube. The outer shell is pivotally connected to a ring belt by a hinge 22 so as to be movable up and down. To perform the undulating operation.

【0013】吸気チューブは外殻に支持されると共に、
基部はヒンジ部に穿孔されたリングベルトの通孔を通し
てロッド1内の吸気経路に連絡している。
[0013] The intake tube is supported by the outer shell,
The base communicates with the intake path in the rod 1 through a through hole of a ring belt formed in the hinge.

【0014】注入ロッド1には、リングベルト2から所
定間隔を置いた基部側に噴射ノズル3、その背部先端側
にスライム吸入孔4、更にその先端側に圧力センサー5
の感知部51が設定され、それぞれのロッド内経路と連絡
している。
The injection rod 1 has an injection nozzle 3 at a base side spaced from the ring belt 2 by a predetermined distance, a slime suction hole 4 at a back end thereof, and a pressure sensor 5 at a front end thereof.
Are set and communicate with the respective intra-rod paths.

【0015】先ず、地盤硬化材注入ロッド1を横坑切羽
などの側面方向対象地盤中に前進後退回動を行う駆動装
置により推進挿入し、所定深度において回動作動から遮
断されたリングベルト2以外の部分を回動させ、噴射ノ
ズル3から硬化材を高圧で噴射しながら後退させる。
First, a ground hardening material injection rod 1 is propelledly inserted into a side surface target ground, such as a horizontal shaft face, by a driving device that moves forward and backward, and a ring other than the ring belt 2 that is cut off from the turning operation at a predetermined depth. Is rotated, and the curing material is retracted while ejecting the curing agent from the ejection nozzle 3 at a high pressure.

【0016】噴射ノズル3は核ノズルと囲周ノズルの重
合ノズルとなっており、核ノズルから地盤硬化材、囲周
ノズルからエアーが噴射されるので、高圧高速の硬化材
噴流を囲周ノズルからのエアーが包合して到達距離を伸
ばし、硬化材噴流が大きく周辺地盤を切削攪拌して大径
の硬化材注入パイル層Aが造成される。
The injection nozzle 3 is a superposition nozzle of the core nozzle and the surrounding nozzle. The ground hardening material is injected from the core nozzle and air is injected from the surrounding nozzle. The hardened material jet is large and the surrounding ground is cut and stirred to form the hardened material injection pile layer A having a large diameter.

【0017】ロッド1の回転後退により、硬化材噴流が
周辺土壌の切削と攪拌を行い、その軌跡に沿って硬化材
注入層Aが造成されて行くが、硬化材噴流と共に噴射さ
れるエアーなど多くの気体が造成層の周囲に封入され、
リフトされて硬化材注入層の上部にエアー溜まりBが形
成される。
As the rod 1 retreats, the hardening material jet cuts and agitates the surrounding soil, and the hardening material injection layer A is formed along the trajectory. Gas is enclosed around the formation layer,
The air pool B is formed above the hardened material injection layer by lifting.

【0018】エアー溜まりBが形成されると、噴射ノズ
ル3に追随する位置に設定された吸気杆21が、未硬化硬
化材の浮力により上動してエアー溜まりスペースに吸気
口を開口して貯溜エアーを吸引して行く。
When the air reservoir B is formed, the intake rod 21 set at a position following the injection nozzle 3 moves upward due to the buoyancy of the uncured hardened material to open an intake port in the air reservoir space and store the air. Inhale the air.

【0019】一方、噴射ノズル3からの硬化材の高圧噴
射によって、スライムの発生と共に地内圧が上昇する
と、注入ロッド1に設定された変動地内圧測定センサー
の圧力センサー5がこれを感知し、その変動を信号に変
換して同軸ケーブルの送信機54によって孔外操作部に発
信する。
On the other hand, when the ground pressure rises together with the generation of slime due to the high-pressure injection of the hardening material from the injection nozzle 3, the pressure sensor 5 of the variable ground pressure measurement sensor set on the injection rod 1 senses this, and The fluctuation is converted into a signal and transmitted to the outside operation unit by the transmitter 54 of the coaxial cable.

【0020】注入ロッド1に設定された圧力センサー5
の感知部51は、弾性素材によるキャップ52によって覆蓋
され、状況によってはキャップ表面を球面湾曲させてい
るので、スライム中に混在する障害異物がキャップ表面
に当接すると反発揺動して感知面の閉塞を回避するよう
になっている。
Pressure sensor 5 set on injection rod 1
The sensing part 51 is covered by a cap 52 made of an elastic material, and in some situations, the surface of the cap is curved spherically. It is designed to avoid blockage.

【0021】また、感知部51と圧力センサー本体5との
間には低膨張率液充填部53が設けられ、混合油など膨張
率の低い液体が充填封入されており、硬化材の高圧噴射
による地内温度の上昇があってもセンサーが正確に地内
圧を検知できるように構成されている。
A low-expansion liquid filling unit 53 is provided between the sensing unit 51 and the pressure sensor main body 5, and is filled with a liquid having a low expansion coefficient such as a mixed oil. The sensor is configured to accurately detect the ground pressure even if the ground temperature rises.

【0022】地内圧の変動信号が孔外操作部に受信さ
れ、過剰スライムの発生が確認されると、孔外からの操
作によりスライム吸入孔4の吸入経路中に設定された噴
射ノズル41から水とエアーを混合した混気ジェットを排
出方向に向けて噴射し、スライム吸入を促進して地内圧
を吸収する。
When the fluctuation signal of the ground pressure is received by the operation section outside the hole, and the occurrence of excessive slime is confirmed, water from the injection nozzle 41 set in the suction path of the slime suction hole 4 is operated by operation from outside the hole. A jet of air / air mixture is injected in the discharge direction to promote slime inhalation and absorb ground pressure.

【0023】更に、スライム吸入孔4の吸入経路中に
は、その噴射方向の排出経路を絞り縮径するスロートパ
ッカー42が設けられており、スライムの過剰吸入により
地内圧が低下した場合には、孔外からの操作によりスロ
ートパッカー42に膨張圧を注入して排出経路を絞りスラ
イム吸入を抑制して適正な地内圧を維持して行く。
Further, a throat packer 42 is provided in the suction path of the slime suction hole 4 to reduce the diameter of the discharge path in the injection direction and to reduce the diameter thereof. The inflation pressure is injected into the throat packer 42 by an operation from outside the hole, the discharge path is narrowed, and slime suction is suppressed to maintain an appropriate ground pressure.

【0024】本発明は、以上のように硬化材注入層上部
の貯溜エアーを確実に抜き、圧力センサー5の検知する
地内圧の変動に対応してスライム吸入を促進するジェッ
ト噴射と、抑制する経路縮径を外部から操作調整して地
盤の粒子密度と硬化材の注入量のバランスを効果的に維
持するようにしたもので、密度が高く確実な注入域を持
つ地盤硬化パイル層の造成を可能にしたものである。
According to the present invention, as described above, the stored air above the hardened material injection layer is reliably discharged, and the jet injection for promoting the slime suction in response to the fluctuation of the ground pressure detected by the pressure sensor 5 and the path for suppressing the slime suction are described. The diameter reduction of the ground is controlled from outside to effectively maintain the balance between the particle density of the ground and the injection amount of hardening material, enabling the formation of a hardened pile layer with a high density and a reliable injection area. It was made.

【0025】[0025]

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

【図1】硬化材注入ロッドの構造要部を示す透視側断面
FIG. 1 is a perspective side sectional view showing a main part of a structure of a hardening material injection rod.

【図2】吸気杆による貯溜エアーの抜去と硬化材噴射に
よる注入層造成状況を示す対象地盤を透視断面とした硬
化材注入ロッドの先端要部の側面図
FIG. 2 is a side view of a main part of a tip of a hardening material injection rod having a see-through cross-section of a target ground, showing a situation of forming an injection layer by removing a stored air by an intake rod and injecting a hardening material.

【符号の説明】[Explanation of symbols]

1 注入ロッド 2 リングベルト 21 吸気杆 22 ヒンジ 3 硬化材噴射ノズル 4 スライム吸入孔 41 混気ジェット噴射ノズル 42 スロートパッカー 5 圧力センサー本体 51 センサー感知部 52 弾性キャップ 53 低膨張率液充填部 54 送信機 6 スライム吸入孔洗浄水噴出孔 A 硬化材注入層 B エアー溜まり DESCRIPTION OF SYMBOLS 1 Injection rod 2 Ring belt 21 Intake rod 22 Hinge 3 Hardening material injection nozzle 4 Slime suction hole 41 Air-mixed jet injection nozzle 42 Throat packer 5 Pressure sensor body 51 Sensor sensing unit 52 Elastic cap 53 Low expansion coefficient liquid filling unit 54 Transmitter 6 Slime inlet cleaning water outlet A Hardener injection layer B Air reservoir

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 ロッド先端部にロッドの回動作動を遮断
したリングベルトを設け、そのリングベルトに吸気杆を
上下動自在に枢設し、リングベルトに次ぐロッドの基部
側側壁に噴射ノズルを開口させた地盤硬化材注入ロッド
を側面方向の対象地盤中に推進挿入し、所定深度におい
て硬化材を高圧で噴射しながら回動後退させると共に、
硬化材噴流の回動軌跡によって造成される硬化材注入層
の上部に貯溜されるリフトエアーを吸気杆で吸引除去し
つつ注入を行うことを特徴とする地盤硬化材側方注入工
A ring belt is provided at the rod end where the rotation operation of the rod is blocked. An intake rod is pivotally mounted on the ring belt so as to be vertically movable, and an injection nozzle is provided on a side wall on the base side of the rod next to the ring belt. The ground hardening material injection rod that has been opened is propulsively inserted into the target ground in the side direction, and at the predetermined depth, the hardening material is sprayed at a high pressure and turned back and forth,
A method for laterally injecting hardened ground material, wherein lift air stored above a hardened material injection layer formed by the rotation trajectory of the hardened material jet is suctioned and removed with an intake rod.
【請求項2】 噴射ノズルから所定間隔を置いて吸引調
節機構を備えたスライム吸入孔を開口させ、ロッド先端
部に設けた圧力センサーの信号を送信機によって孔外操
作部に発信させ、この信号によってスライムの吸入調節
を操作する「請求項1」記載の地盤硬化材側方注入工法
2. A slime suction hole provided with a suction adjusting mechanism is opened at a predetermined interval from the injection nozzle, and a signal of a pressure sensor provided at the tip of the rod is transmitted to an operation unit outside the hole by a transmitter. The method for laterally injecting a ground hardening material according to claim 1, wherein the slime suction is controlled by the method.
【請求項3】 ロッドに内蔵させたセンサー本体とロッ
ド外壁の感知露出部との間に低膨張率液を封入し、弾性
素材によるキャップで感知露出部を覆蓋して成る変動地
内圧測定センサー
3. A variable ground pressure sensor in which a low expansion coefficient liquid is sealed between a sensor body built in a rod and a sensing exposed portion of an outer wall of the rod, and the sensing exposed portion is covered with a cap made of an elastic material.
【請求項4】 ロッド側壁に開口するスライム吸入孔の
吸入経路中に排出方向に向けて混気ジェットを噴射する
噴射ノズルを設けると共に、その噴射方向の排出経路を
スロート状に絞り縮径するスロートパッカーを設けて、
混気ジェット噴射と経路縮径を外部から操作することに
より、余剰スライムを吸引排出してスライム調節をする
ように構成したスライム吸入調節機構
4. A throat for providing an injection nozzle for injecting an air-fuel mixture jet in a discharge direction in a suction path of a slime suction hole opened in a rod side wall, and for narrowing and reducing the discharge path in the injection direction to a throat shape. Set up a packer,
Adjusting slime by sucking and discharging surplus slime by externally controlling the mixture jet injection and path diameter reduction
Configured slime inhalation adjustment mechanism as
JP7173429A 1995-07-10 1995-07-10 Ground hardening material lateral injection method and its equipment Expired - Fee Related JP2888481B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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JP7173429A JP2888481B2 (en) 1995-07-10 1995-07-10 Ground hardening material lateral injection method and its equipment

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JPH0925627A JPH0925627A (en) 1997-01-28
JP2888481B2 true JP2888481B2 (en) 1999-05-10

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JP5250730B2 (en) * 2008-04-06 2013-07-31 前田建設工業株式会社 Underground consolidated body construction method and underground solid body creation device for creating a solid body using the method

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JP2894669B2 (en) * 1993-09-06 1999-05-24 常盤建設株式会社 Slime adjustment injection method and its equipment.

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