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JP3220113B2 - Ground hardening material injection method and its equipment. - Google Patents
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JP3220113B2 - Ground hardening material injection method and its equipment. - Google Patents

Ground hardening material injection method and its equipment.

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Publication number
JP3220113B2
JP3220113B2 JP13296199A JP13296199A JP3220113B2 JP 3220113 B2 JP3220113 B2 JP 3220113B2 JP 13296199 A JP13296199 A JP 13296199A JP 13296199 A JP13296199 A JP 13296199A JP 3220113 B2 JP3220113 B2 JP 3220113B2
Authority
JP
Japan
Prior art keywords
injection
rod
hardening material
ground
side wall
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 - Lifetime
Application number
JP13296199A
Other languages
Japanese (ja)
Other versions
JP2000319867A (en
Inventor
渉 中西
康晴 中西
Original Assignee
株式会社エヌ、アイ、テイ
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 株式会社エヌ、アイ、テイ filed Critical 株式会社エヌ、アイ、テイ
Priority to JP13296199A priority Critical patent/JP3220113B2/en
Publication of JP2000319867A publication Critical patent/JP2000319867A/en
Application granted granted Critical
Publication of JP3220113B2 publication Critical patent/JP3220113B2/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)

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、地
中の支保層や止水層の造成のための地盤硬化材注入工法
とその装置に関し、特に産業廃棄物となる泥水スライム
の発生を極力減少させると共にその拡散浸透による周辺
地盤への影響を防止して質の高い硬化材注入層を造成す
るための、地盤硬化材注入工法とその装置に関するもの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and an apparatus for injecting a ground hardening material for improving soft ground and for forming an underground support layer and a waterproof layer, and more particularly, to a method for generating muddy water slime as industrial waste. The present invention relates to a method for injecting a ground hardened material and a device for forming a high-quality hardened material injected layer by reducing the influence of the diffusion and infiltration on the surrounding ground as much as possible.

【0002】[0002]

【発明が解決しようとする課題】従来、軟弱地盤の改
良、地中の支保層や止水層の造成のための地盤硬化材注
入は、噴流の到達距離を延ばして硬化層の大径化を図る
ことを中心目的に、硬化材噴射圧力の超高圧化などが進
められてきた。
Conventionally, injecting a ground hardening material for improving soft ground and for forming an underground support layer and a waterproof layer has been carried out by extending the reach of the jet and increasing the diameter of the hardened layer. Ultra-high pressure of the hardener injection pressure has been promoted for the main purpose.

【0003】これに伴い、硬化材噴射圧が対象地盤の地
内圧を高め、地盤隆起や大量の余剰スライムの発生が問
題となった。そこで、注入ロッドにスライム吸引孔を設
けて地内圧を調整することが行なわれるようになってき
た。
[0003] Along with this, the injection pressure of the hardening material increases the pressure in the ground of the target ground, and there has been a problem that the ground is raised and a large amount of excess slime is generated. Therefore, slime suction holes are provided in the injection rod to adjust the ground pressure.

【0004】しかし、大量の余剰スライムは産業廃棄物
となってその処理に多大な費用が必要になると共に、産
業廃棄物の完全処理が困難な状況から余剰スライムの発
生自体が環境汚染にも繋がりかねない事態となってきて
いる。
[0004] However, a large amount of excess slime becomes industrial waste and requires a great deal of cost for its disposal. In addition, since it is difficult to completely treat industrial waste, the generation of excess slime itself leads to environmental pollution. It is becoming a situation that may be happening.

【0005】また、高深度の対象地盤への注入要請が強
くなるにつれ、注入ロッドの長尺化が回動等の作動に反
力を生じさせ、ロッドの作動に対する動力の確実な伝播
が行われ難くなってきている問題も生じている。
[0005] Further, as the demand for injection into the target ground at a high depth increases, the lengthening of the injection rod causes a reaction force in the operation such as rotation, and the power is reliably transmitted to the operation of the rod. Some problems are becoming more difficult.

【0006】[0006]

【課題を解決するための手段】そこで、本発明は硬化材
により置換されるべき土壌を確実に地上に排出し、これ
によって形成されるコア空隙部をロッドに設定したリン
グ翼によって支持することによって長尺ロッドの作動反
力を吸収すると共に噴射硬化材と硬化材噴射圧をコア空
隙部に吸収させて側圧を軽減させ、周辺地盤への影響を
減少する環境に優しくしかも地盤の改良効果、支保層や
止水層の造成効果を充分に確保できる地盤硬化材注入工
法と装置の開発を目的とするものである。
SUMMARY OF THE INVENTION Accordingly, the present invention provides a method for reliably discharging the soil to be replaced by a hardening material to the ground, and supporting a core space formed by the soil by a ring blade set on a rod. It absorbs the operation reaction force of the long rod and absorbs the injection hardening material and the hardening material injection pressure into the core gap to reduce the side pressure, thereby reducing the influence on the surrounding ground. The purpose of the present invention is to develop a method and an apparatus for injecting a ground hardening material capable of sufficiently securing the formation effect of a layer and a waterproof layer.

【0007】すなわち、噴射ノズルを備えたモニター部
の上部にスクリュウオーガー部と、これを囲繞してオー
ガー部外周に支持されるリング翼を備え、その上部のロ
ッド側壁に所定間隔を置いて複数の噴出孔を設けた注入
ロッドを、先端噴射ノズルから水、ロッド側壁の複数噴
出孔からエアーを噴出しながら、対象地盤に回動しつつ
下降させて挿入し、所定深度に達したところで、先端噴
射ノズルから硬化材を高圧噴射し、ロッド側壁の複数噴
出孔からエアーを噴出しながら、注入ロッドを回動しつ
つ抜去方向に移動してロッドの回動による噴流攪拌軌跡
に沿った注入ロッド軌跡に硬化材を注入する。
That is, a screw auger section is provided above a monitor section having an injection nozzle, and ring wings which surround the screw auger section and are supported on the outer periphery of the auger section are provided. While ejecting water from the tip injection nozzle and air from multiple ejection holes on the rod side wall, the injection rod provided with the ejection hole is rotated and lowered into the target ground, and inserted. A high-pressure injection of a hardening material from a nozzle is performed while ejecting air from a plurality of ejection holes on a side wall of a rod, while rotating the injection rod in a removal direction while rotating the injection rod to form an injection rod trajectory along a jet stirring path by the rotation of the rod. Inject hardener.

【0008】先ず、先端噴射ノズルから水、ロッド側壁
の複数噴出孔からエアーを噴出しながら、対象地盤に注
入ロッドを回動しつつ下降させると、スクリュウオーガ
ー部が水とエアーによって弛められた対象地盤を切削揚
土し、その上部のロッド側壁噴出孔から噴出されるエア
ーによってロッド挿入口にリフトされ、同時に下降する
リング翼に支持されるコア空隙部が形成される。
First, when the injection rod is lowered while rotating the injection rod on the target ground while jetting water from the tip injection nozzle and air from the plurality of injection holes in the rod side wall, the screw auger portion is loosened by the water and air. The target ground is excavated and lifted to the rod insertion port by the air blown out from the rod side wall blowing hole at the top, and at the same time, a core gap supported by the descending ring blade is formed.

【0009】所定深度に達したところで、先端噴射ノズ
ルから硬化材を高圧噴射し、ロッド側壁の複数噴出孔か
らエアーを噴出しながら、注入ロッドを回動しつつ抜去
方向に移動すれば、リング翼によってコア空隙部に支持
されたロッドは作動反力を吸収されて確実に動作すると
共に噴射硬化材と硬化材噴射圧をコア空隙部に吸収さ
れ、余剰スライムはロッド側壁噴出孔から噴出されるエ
アーによってロッド挿入口にリフトされて造成範囲の確
実な硬化材注入層が造成されるようにした。
When a predetermined depth is reached, the hardening material is injected at a high pressure from the tip injection nozzle, and the injection rod is moved in the removal direction while rotating while rotating the injection rod while emitting air from a plurality of injection holes in the rod side wall. The rod supported by the core cavity absorbs the operating reaction force and operates reliably, while the injection hardening material and the hardening material injection pressure are absorbed by the core cavity, and excess slime is ejected from the rod side wall injection hole. As a result, the material is lifted to the rod insertion port to form a hardened material injection layer in a certain area.

【0010】[0010]

【発明の実施の形態】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、先端部は切替えによっ
てそれぞれ複数噴射材を噴射可能な噴射ノズル21と22が
開口するモニター部2が装着され、その上部にスクリュ
ウオーガー部3と、これを囲繞してオーガー部外周に支
持されるリング翼4が設定され、更に、その上部に継接
される継接ロッド11には側壁に所定間隔を置いて螺旋状
に配置される複数の噴出孔12、12・・が設けられてい
る。
Embodiments of the present invention will be described below with reference to the drawings. Reference numeral 1 denotes an injection rod, and a monitor 2 is mounted at the tip of the injection nozzle 21 and 22 which are capable of injecting a plurality of injection materials by switching. A screw auger 3 is provided above the auger. A ring blade 4 supported on the outer periphery is set, and a plurality of jet holes 12, 12,... Spirally arranged at predetermined intervals on a side wall of a connecting rod 11 connected to an upper portion thereof. Is provided.

【0011】なお、モニター部2の噴射ノズル21と22
は、対峙方向に段差をつけて開口させ、或いは噴射ノズ
ル21のみを単独設定する等、注入環境に対応して変化さ
せるものであり、継接ロッド11の複数の噴出孔12も螺旋
状に配置せず、単純に縦列配置しても良い。また、対象
地盤の深度が深い場合には所定間隔毎にリング翼4を複
数設定する。
The injection nozzles 21 and 22 of the monitor unit 2
Is changed in accordance with the injection environment, such as opening with a step in the facing direction, or setting only the injection nozzle 21 alone, and a plurality of ejection holes 12 of the connecting rod 11 are also arranged in a spiral shape. Instead, they may simply be arranged in tandem. When the depth of the target ground is deep, a plurality of ring blades 4 are set at predetermined intervals.

【0012】注入ロッド1は、その後端がスイベル5と
なっており、圧送ポンプ装置を介して水、エアー等を供
給する切削材料供給部に連絡するホース51、同じく圧送
ポンプ装置を介して地盤硬化材を供給する充填材料供給
部に連絡するホース52に連結すると共に、注入ロッド作
動機構6に支持される。
The injection rod 1 has a swivel 5 at its rear end. The hose 51 communicates with a cutting material supply unit that supplies water, air, etc. via a pumping pump device. It is connected to a hose 52 communicating with a filling material supply section for supplying the material, and is supported by the injection rod operating mechanism 6.

【0013】注入ロッド作動機構6は、注入ロッド1を
回動、進退、或いは斜降角度を変化させる操作駆動機構
61を備え、対象地盤に対して所定の角度をもって掘削推
進させ、回動後退させるようになっている。
The injection rod operating mechanism 6 is an operation drive mechanism for rotating, moving forward and backward, or changing the tilt angle of the injection rod 1.
61, which is designed to be excavated and propelled at a predetermined angle with respect to the target ground, and to be turned back.

【0014】このように装置された注入ロッド1を対象
地盤Xに向けて先端噴射ノズル21、22からリング翼4の
径範囲を弛める程度の圧力で水或いは水とエアーを噴射
し、ロッド側壁の複数噴出孔12、12・・からエアーを噴
出しながら、対象地盤に回動しつつ下降させれば、弛め
られた周辺土壌はスクリュウオーガー31によって揚土さ
れ、リング翼4を沈下して更に複数噴出孔12からの噴出
エアーによってロッド挿入口にリフトしてコア空隙部Y
が形成される。
Water or water and air are injected from the tip injection nozzles 21 and 22 at such a pressure as to loosen the diameter range of the ring blade 4 toward the target ground X by injecting the injection rod 1 thus constructed into the target ground X. When the air is blown out from the plurality of blowout holes 12, 12,... While rotating down to the target ground, the loosened surrounding soil is lifted up by the screw auger 31, which sinks the ring wing 4 and further sinks. The core air gap Y is lifted to the rod insertion port by the jet air from the plural jet holes 12.
Is formed.

【0015】ロッド1が最初の継接ロッド11の長さまで
挿入されると、その上にロッド11を次々に継接して所定
深度までロッドを挿入する。挿入深度が深い場合には所
定間隔を置いてリング翼4を付設した継接ロッド11を加
え、ロッド1の駆動安定化をはかる。
When the rod 1 is inserted to the length of the first connecting rod 11, the rods 11 are successively connected thereon, and the rod is inserted to a predetermined depth. When the insertion depth is deep, the connecting rod 11 provided with the ring blade 4 is added at a predetermined interval to stabilize the driving of the rod 1.

【0016】この段階で揚土される排出土壌は、地盤硬
化材注入時のスライム異なり硬化材を含んでいないか
ら、一般産業廃棄物として通常処理することが可能であ
る。所定深度に達したところで、先端噴射ノズル21、22
から硬化材を硬化材層の造成計画に対応する噴射圧によ
って噴射し、ロッド側壁の複数噴出孔12、12・・からエ
アーを噴出しながら、注入ロッドを回動しつつ抜去方向
に移動する。
The discharged soil discharged at this stage does not contain a hardening material unlike the slime when the ground hardening material is injected, and can be normally treated as general industrial waste. When a predetermined depth is reached, the tip injection nozzles 21, 22
The injection rod is rotated in the removal direction while rotating the injection rod while injecting air from the plurality of injection holes 12, 12,... Of the rod sidewalls.

【0017】噴射ノズル21、22から噴射される硬化材
は、ロッドの回動と噴射圧に応じて周辺土壌を穿孔攪拌
し所定径の地盤硬化材注入層Zを造成していくが、コア
空隙部Yが存在するので、通常発生する余剰スライムの
ほとんどがコア空隙部Yに充填吸収されてその発生は最
小限度に抑制される。
The hardening material injected from the injection nozzles 21 and 22 pierces and agitates the surrounding soil according to the rotation of the rod and the injection pressure to form a ground hardening material injection layer Z having a predetermined diameter. Since the portion Y exists, most of the normally generated excess slime is filled and absorbed in the core void portion Y, and the generation thereof is suppressed to a minimum.

【0018】更に、リング翼4が沈降時に周辺土壌とロ
ッド挿入孔を区画し、噴出孔12、12・・から噴出される
エアーがコア空隙部Yを通じてのリフト効果を高めるの
で、余剰物の排出はロッド挿入孔でありロッド径より径
の大きなコア空隙部Yを通じ、更に強化されたエアリフ
ト効果によって確実に行われ、ロッド挿入孔壁の脆弱部
から余計な部位に浸出されることがない。
Further, when the ring blade 4 is settled, the surrounding soil and the rod insertion hole are partitioned at the time of sinking, and the air jetted from the jet holes 12, 12,... Enhances the lift effect through the core gap Y, so that surplus waste is discharged. Is a rod insertion hole, which is surely performed by the enhanced air lift effect through the core gap portion Y having a diameter larger than the rod diameter, so that the rod insertion hole does not leach to an unnecessary portion from a weak portion of the wall of the rod insertion hole.

【0019】また、注入余剰物の排出はコア空隙部Yを
通じた集中的な経路によって行われるので集中管理が可
能であり、きちんとした事後管理により公害の発生を予
防することにも役立つものである。
In addition, since surplus injection is discharged through a centralized route through the core gap Y, centralized management is possible, and proper post-management is useful for preventing the occurrence of pollution. .

【0020】本発明は以上のようにして、注入余剰物の
排出を行いながら、ロッド1を抜去方向に後退させつつ
継接ロッド11を順次取り除いて、対象地盤中に硬化材を
注入して円筒状に地盤硬化材注入層Zを造成し、必要に
応じてこれを並列するものである。
As described above, according to the present invention, the connecting rod 11 is sequentially removed while the rod 1 is retracted in the removing direction while the excess material is discharged, and the hardened material is injected into the target ground to obtain the cylinder. The ground hardening material injection layer Z is formed in a shape, and this is arranged in parallel if necessary.

【0021】本発明は以上のように構成したので、従来
に比して比較的低い注入圧で高深度の地層にも確実な範
囲の硬化材注入層を造成でき、しかも、公害の元凶とな
るスライムの発生を抑制できる効果がある。
Since the present invention is constructed as described above, it is possible to form a hardened material injection layer in a certain range even in a deep formation with a relatively low injection pressure as compared with the prior art, and it is a cause of pollution. There is an effect that generation of slime can be suppressed.

【0022】[0022]

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

【図1】本発明の実施例を示すもので、施工状況を示す
全体斜視図
FIG. 1 shows an embodiment of the present invention, and is an overall perspective view showing a construction state.

【図2】同じく本発明の注入ロッドの実施例を示すもの
で、注入ロッド先端部における硬化材注入構造を示す注
入部の拡大縦断側面図
FIG. 2 shows an embodiment of the injection rod of the present invention, and is an enlarged vertical sectional side view of an injection part showing a hardening material injection structure at a tip of the injection rod.

【符号の説明】[Explanation of symbols]

1 注入ロッド 11 継接ロッド 12 継接ロッドのエア噴出孔 2 モニター部 21 モニター部の上部噴射ノズル 22 モニター部の下部噴射ノズル 3 スクリュウオーガー部 31 スクリュウオーガー 4 リング翼 5 スイベル 51 切削材料供給部に連絡するホース 52 充填材料供給部に連絡するホース 6 注入ロッド作動機構 61 注入ロッド操作駆動機構 X 対象地盤 Y コア空隙部 Z 地盤硬化材注入層 1 Injecting rod 11 Connecting rod 12 Air discharging hole of connecting rod 2 Monitor part 21 Upper injection nozzle of monitor part 22 Lower injection nozzle of monitor part 3 Screw auger part 31 Screw auger 4 Ring wing 5 Swivel 51 For cutting material supply part Hose to be connected 52 Hose to be connected to the filling material supply unit 6 Injection rod operating mechanism 61 Injection rod operation drive mechanism X Target ground Y Core void Z Ground hardening material injection layer

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平11−117287(JP,A) 特開 平3−8919(JP,A) 特開 平3−122316(JP,A) 特開 昭51−81412(JP,A) 特開 平2−304115(JP,A) (58)調査した分野(Int.Cl.7,DB名) E02D 3/12 102 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-11-117287 (JP, A) JP-A-3-8919 (JP, A) JP-A-3-122316 (JP, A) JP-A-51-117 81412 (JP, A) JP-A-2-304115 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) E02D 3/12 102

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 噴射ノズルを備えたモニター部の上部に
スクリュウオーガー部と、これを囲繞してオーガー部外
周に支持されるリング翼を備え、その上部のロッド側壁
に所定間隔を置いて複数の噴出孔を設けた注入ロッド
を、先端噴射ノズルから水、ロッド側壁の複数噴出孔か
らエアーを噴出しながら、対象地盤に回動しつつ下降さ
せて挿入し、所定深度に達したところで、先端噴射ノズ
ルから硬化材を高圧噴射し、ロッド側壁の複数噴出孔か
らエアーを噴出しながら、注入ロッドを回動しつつ抜去
方向に移動してロッドの回動による噴流攪拌軌跡に沿っ
た注入ロッド軌跡に硬化材を注入することを特徴とする
地盤硬化材注入工法
1. A screw auger section is provided above a monitor section having an injection nozzle, and ring wings surrounding the screw auger section are supported on the outer periphery of the auger section. While ejecting water from the tip injection nozzle and air from multiple ejection holes on the rod side wall, the injection rod provided with the ejection hole is rotated and lowered into the target ground, and inserted. A high-pressure injection of a hardening material from a nozzle is performed while ejecting air from a plurality of ejection holes on a side wall of a rod, while rotating the injection rod in a removal direction while rotating the injection rod to form an injection rod trajectory along a jet stirring path by the rotation of the rod. Injection method of hardening material characterized by injecting hardening material
【請求項2】 モニター部の噴射ノズルを複数とし、ロ
ッド下降時にその一方から水、他の噴射ノズルからエア
ーを噴射するようにし、ロッド側壁の複数噴出孔をロッ
ド側壁面に螺旋状に配置するようにした請求項1記載の
地盤硬化材注入工法
2. A plurality of injection nozzles of a monitor section, wherein water is injected from one of the nozzles and air is injected from another injection nozzle when the rod descends, and a plurality of injection holes in the rod side wall are spirally arranged on the rod side wall surface. The method for injecting a ground hardening material according to claim 1,
【請求項3】 噴射ノズルを備えたモニター部の上部に
スクリュウオーガー部と、これを囲繞してオーガー部外
周に支持されるリング翼を備え、その上部のロッド側壁
に所定間隔を置いて複数の噴出孔を設けた注入ロッド
を、前進・後退・回動機構によって支持して成る地盤硬
化材注入装置
3. A screw auger section above a monitor section having an injection nozzle, and ring wings surrounding the screw auger section and supported on the outer periphery of the auger section. A ground hardening material injection device that supports an injection rod provided with an ejection hole by a forward / backward / rotation mechanism
JP13296199A 1999-05-13 1999-05-13 Ground hardening material injection method and its equipment. Expired - Lifetime JP3220113B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13296199A JP3220113B2 (en) 1999-05-13 1999-05-13 Ground hardening material injection method and its equipment.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13296199A JP3220113B2 (en) 1999-05-13 1999-05-13 Ground hardening material injection method and its equipment.

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JP3220113B2 true JP3220113B2 (en) 2001-10-22

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WO2021249066A1 (en) * 2020-06-07 2021-12-16 上海久卓机电设备有限公司 High-pressure jet grouting plus cutting and expanding device

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CN100371533C (en) * 2005-07-19 2008-02-27 曾庆义 Construction method of high pressure jet expansion head anchor rod and its device
CN103343537A (en) * 2013-07-29 2013-10-09 李宪奎 Drilling machine of high-pressure rotary-spraying anchor rod and construction method of high-pressure rotary-spraying anchor rod
CN104088278B (en) * 2014-07-22 2016-04-20 黄辉 A kind of construction method of powerful water column hole reaming of anchor rod and device

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021249066A1 (en) * 2020-06-07 2021-12-16 上海久卓机电设备有限公司 High-pressure jet grouting plus cutting and expanding device

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