JPS58156619A - Method and apparatus for ground improvement work - Google Patents

Method and apparatus for ground improvement work

Info

Publication number
JPS58156619A
JPS58156619A JP3949082A JP3949082A JPS58156619A JP S58156619 A JPS58156619 A JP S58156619A JP 3949082 A JP3949082 A JP 3949082A JP 3949082 A JP3949082 A JP 3949082A JP S58156619 A JPS58156619 A JP S58156619A
Authority
JP
Japan
Prior art keywords
gas
ground
earth auger
auger
stirring blade
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.)
Pending
Application number
JP3949082A
Other languages
Japanese (ja)
Inventor
Minoru Aoi
青井 実
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.)
Kobe Steel Ltd
Original Assignee
Kobe Steel Ltd
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 Kobe Steel Ltd filed Critical Kobe Steel Ltd
Priority to JP3949082A priority Critical patent/JPS58156619A/en
Publication of JPS58156619A publication Critical patent/JPS58156619A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil
    • E02D3/126Consolidating by placing solidifying or pore-filling substances in the soil and mixing by rotating blades

Abstract

PURPOSE:To raise the efficiency of ground improvement by mixing excavated soil and cement with good efficiency by a method in which excavation is made while jetting air from the tip of an earth auger and cement is sent under pressure while inversely turning the auger. CONSTITUTION:An earth auger 6 is set on the ground's surface, and high-pressure air is jetted from the hole 21 of a nozzle 20 at the tip of the auger 6 so as to reduce frictional resistance during the excavation of pit. In this case, air is discharged to the ground's surface through the groove 15 of a shaft 13. When boring is made to a given depth, cement is sent under pressure through the pathway 16 of the shaft 13 while inversely turning the auger 6, jetted into the pit from the nozzle 20, and mixed with excavated soil. When the rise of the auger 6 is made smaller than the pitch of a screw 14, the excavated soil is consolidated and mixed with cement at the same time.

Description

【発明の詳細な説明】[Detailed description of the invention]

開示技術は軟弱地盤等に対するセメント、砂等のエア圧
送注入による改良技術分野に属する。 而して、この出願の発明は軟弱地盤等に対してアースオ
ーガーを螺入削孔させ所定深度でエア等のガスによりセ
メント等の粉体な該アースオーガー内通路を圧送して該
アースオーガー先位部より削孔内に噴射すると共に該ア
ースオーガ〜を逆転引き上げ、削孔土と攪拌混合させ地
盤内含水と水和凝固させる様にした地盤改良工法とそれ
忙直接使用する装置に関する発明であり、特に、該アー
スオーガーの先端に攪拌翼を一体的に設けて削孔時地盤
を壊砕して削孔し、その間該アースオーガー内圧送ガス
により削孔を助勢する様にし、而して、所定深度に達し
た後はガス圧送をセメント等の粉体のガス圧送に切換え
ると共にアースオーガ−の逆回転引上げによりアースオ
ーガー翼間壊砕土壌な削孔内に下降押圧させ該攪拌翼に
より粉体と土壌とを均一に攪拌混合させ、輸送ガスは該
攪拌翼の基部のガス抜孔からアースオーガーのシャフト
に沿って設けたガス抜溝から地上に逸散する様にした地
盤改良工法とそれに直接使用する装置に係る発明である
。 周知の如く、軟弱地盤に対する固結改良工法は各種の工
法が案出採用されて来ているが、通常軟弱地盤は含水比
が犬であるため、極めて軟弱であり、一般に広く用いら
れている薬液注入工法では地盤内に液分な加えることに
よる逆の不利点があり、加えて該薬液による地下水汚染
等の公害問題等もあってその使用や開発に限度がある様
罠なって来た。 これに対処するに地盤中にセメント、生石灰等の粉体改
良材を注入して含水分と水和させる粉体リ      
住人工法が開発される様になって来た。 而して、ケミユバイル、サンドドレーン等ノ古くからの
粉体使用による地盤改良はケーシングパイプカイドによ
る投入式粉体輸送であり、直接充填方式であるため、地
盤との混合が出来ない難点があり、又、深度が深い場合
粉体の確実な充填輸送が出来ない欠点があった。 而して、近時セメント等の粉体なエア等のガスで輸送1
−削孔内土壌と混合攪拌して積極的に改良域を形成し、
均一な混合層を形成する様な技術が次々に案出される様
になって来た。 そして、削孔して地盤内に粉体を噴射するには、例えば
、特公昭56−14808号公報にみられる様にアース
オーガーを用いてその先端よりエア輸送セメントを噴出
させる様にした地盤改良工法が案出されている。 きりながら、核種アースオーガーによる削孔噴射攪拌は
削孔にはメリットがあるものの、アースオーガー自体に
は粉体との攪拌混合機能はほとんどなく、従って、粉体
の噴射量が太い割には改良精度が悪い欠点があり、コス
ト高になる不利点があった。 一方、攪拌翼削孔方式のものでは攪拌効果は大きいもの
〜混合土壌の圧縮がし難い難点があった。 この出願の発明の目的は上述従来技術に基づく粉体注入
による地盤改良の問題点を解決すべき技術的課題とし、
被改良地盤に対する削孔を攪拌翼で行い、地盤を壊砕し
、粉体のガス圧送による壊砕土壌との混合はアースオー
ガーの逆回転による下降抑圧により攪拌翼で効果的に行
い圧送ガスはアースオーガーシャフトのガス逃溝によっ
て地上にガイドする様にし、建設産業に於ける地盤改良
利用分野に益し得る優れた粉体注入地盤改良工法と該工
法に直接使用する装置を提供せんとするものである。 上述目的に沿うこの出願の発明の構成はシャフトを回転
させその先端の攪拌翼でガスを噴射しながら地盤を壊砕
しつへ削孔し、アースオーガーを随伴螺入させ、所定深
度に達するとガス圧送を。 ガス!送によるセメント等の粉体の輸送に代え、該シャ
フトを逆回転させ引上げ
The disclosed technology belongs to the field of improvement technology based on air pressure injection of cement, sand, etc. to soft ground. Accordingly, the invention of this application involves screwing an earth auger into a hole in soft ground, etc., and pumping powder such as cement through the passage inside the earth auger with gas such as air at a predetermined depth to form the tip of the earth auger. This invention relates to a ground improvement method in which the ground auger is injected into the borehole from the ground, and the earth auger is pulled up in reverse to stir and mix with the excavated soil to hydrate and solidify the water content in the ground, and a device directly used for the same. In particular, a stirring blade is integrally provided at the tip of the earth auger to crush the ground and drill the hole, and during this time the drilling is assisted by the gas fed inside the earth auger. After reaching a predetermined depth, the gas pumping is switched to the gas pumping of powder such as cement, and the earth auger is pulled up in reverse rotation to push the crushed soil downward between the earth auger blades into the excavated hole, and the stirring blades are used to collect the powder. A soil improvement method in which the earth and soil are uniformly stirred and mixed, and the transported gas is dissipated from the gas vent hole at the base of the stirring blade to the ground through the gas vent groove provided along the shaft of the earth auger, and directly thereto. This invention relates to a device to be used. As is well known, various methods have been devised and adopted as consolidation improvement methods for soft ground, but soft ground usually has a water content ratio of 100%, making it extremely weak. The injection method has the opposite disadvantage of adding liquid into the ground, and in addition, there are pollution problems such as groundwater contamination due to the chemical solution, which has become a trap that limits its use and development. To deal with this, powder improvers such as cement and quicklime are injected into the ground to hydrate it with moisture.
Housing techniques have begun to be developed. Therefore, the old method of ground improvement using powder such as Chemiyuvail and sand drain is a method of transporting the powder using a casing pipe guide, and since it is a direct filling method, it has the disadvantage that it cannot be mixed with the ground. In addition, if the depth is deep, there is a drawback that the powder cannot be reliably filled and transported. Recently, cement and other powders have been transported using gas such as air.
- Actively forms an improved area by mixing and stirring with the soil in the borehole,
Techniques for forming a uniform mixed layer have been devised one after another. In order to drill a hole and inject powder into the ground, for example, as shown in Japanese Patent Publication No. 14808/1980, ground improvement is carried out by using an earth auger and ejecting air-transported cement from its tip. A construction method has been devised. However, although the drilling injection agitation using a nuclide earth auger has an advantage in drilling, the earth auger itself has almost no ability to stir and mix the powder, and therefore, it is not an improvement even though the amount of powder injection is large. It has the disadvantage of poor accuracy and high cost. On the other hand, the agitating blade drilling method has a large agitation effect, but has the disadvantage that it is difficult to compact the mixed soil. The purpose of the invention of this application is to solve the problems of ground improvement by powder injection based on the above-mentioned prior art, and
A stirring blade is used to drill holes in the ground to be improved, crush the ground, and mix the crushed soil with the crushed soil by pumping powder gas.The stirring blade effectively suppresses the downward movement of the earth auger by rotating the earth auger in the opposite direction. An object of the present invention is to provide an excellent powder injection ground improvement method that is guided to the ground through a gas escape groove of an earth auger shaft and is useful in the field of ground improvement application in the construction industry, and a device that can be directly used in this method. It is. The structure of the invention of this application in accordance with the above-mentioned purpose is to rotate a shaft, crush the ground while injecting gas with a stirring blade at the tip, and drill a hole into the ground.An earth auger is screwed into the ground, and when a predetermined depth is reached. Gas pressure delivery. gas! Instead of transporting powder such as cement by transport, the shaft is rotated in the opposite direction and pulled up.

【いき、アースオーガーにより
オーガー翼間の壊砕土壌を下降押圧させ、粉体と攪拌翼
により均一に混合し、間隙を小さくし、間隙ガスを無(
し、輸送ガスは攪拌翼基部のガス抜孔から出てシャフト
側面のガス抜溝から地−Fに排出し、粉塵と分離し大気
に逸散する様にした技術的手段を講じたことを要旨とす
るものである。 次にこの出願の発明の実施例を図面に従って説明すれば
以下の通りである。 1はこの出願の発明の1つの要旨を成す地盤改良装置で
あり、重機2のリーダー3に設けた静加重付与兼駆動装
置のモータ4にはスイーベルジョイント5が下接され、
ユニットジヨイント連結のアースオーガー6が下側連結
される様にされている。 一方、上記重機2に併設された台車7には制御値f18
.  コンプレッサー9.該コンプレッサー9に接続さ
れた高圧ガスタンクとしての高圧エアタック10.及び
、粉体としてのセメントの供給ホッパ11がホース接続
されており、該ホッパ11からはガス輸送ホースとして
の輸送ホース12が上記スイーペルジョイント5に接続
されている。 而して、上記アースオーガー6は第2図に示す様にシャ
フト13とその周囲に一体的に形成された1条螺旋のス
クリュー14より成り、該シャフト13の側面には長さ
方向に沿って該スクリュー14によって遮断されない断
面方形のエア(ガス)抜溝15が形成され、又、内側に
は上記スイーベルジョイント5に接続されるガス圧送粉
体通路16が設けられている。 そして、上記シャフト13の下端には上記アーオーガー
6のスクリュー14の下端から設定距離離隔して直径方
向に1対の断面略C形の攪拌翼17.17が側地付設さ
れており、その基端には上記エア抜溝15に接続するエ
ア抜孔18が各々穿設されている。 又、該攪拌翼17の下端には壊砕刃19.19゜19・
・・が形成されている。 一方、該攪拌翼17の内側には前記ガス圧送粉〆j  
   体通路16に接続する噴射ノズル20が外端及び
そのシャンクにノズル孔21.21・・・を穿設されて
シャフト13に一体的に固定側地されている。 22は除塵カバーであり、地盤23の削孔24のト部に
載置されるプレート25にはフード26が密閉状に回転
可能に嵌設されており、その上蓋27には上記ソヤフ、
ト13の挿通孔28と前記アースオーガー6のスクリュ
ー14の挿通スリット29が、一方底蓋27′には挿通
孔28′、挿通スリット29′が穿設されている。 又、上蓋27に於ける該シャフト13・の挿通孔28の
みには第4,5図に示す様に該シャフト13のエア抜溝
15に嵌合するシールスライダ30が内側にテフロンコ
ーティングされて該防塵カバー22の上蓋27に挟持係
合され、シャフト13の回動に随伴して孔28の周囲を
摺回動し該エア抜溝15をシールする様にされている。 又、該防塵カバー22のフード26に設けたスイーベル
ジョイント31にはパイプ32が接続されて該フード2
6の排気孔33に接続されサイクロン34に連結されて
おり、該サイクロン34のアンダフローパイプ35は粉
塵コレクタ36に接続され、オーバーフローパイプ37
は大気に開放されている。 そして、前記重機2のシャシに設けた減速機付可逆モー
タ38のピニオン39は上記回転フード26の側面に一
体に周設したギヤ40に噛合って防塵カバー22のプレ
ート25に対しフード26を正逆回動可能にしている。 上述構成の装置によって地盤改良を行うに際しては防塵
カバー22セツトなしの状態で攪拌翼11ト先端ユニツ
トアースオーガー6のみを所定地盤23に先掘りさせ、
次段のユニットアースオーガー6を該防塵カバー22の
挿通孔28.28’挿通スリット29.29’に挿通し
、エア抜溝15にシールスライダ30を係合させ可逆モ
ータ38を停止し、即ち、フード26を回転させず、先
行アースオーガー6と所定に連結し、モータ4により静
圧を印加しながらシャフト13に正回転を与えると共に
図示しないバルブを閉鎖してセメントの供給ホッパ11
を閉じ、高圧エアタンク10からの高圧エアをホース1
2を介しスイーベルジョイント5を通じて通路16より
攪拌翼17の噴射ノズル20に圧送する。 而して、上記シャフト13の正回転により地盤23内に
削孔24を形成していく。 この場合、攪拌翼17が地盤23を壊砕してい<カ、噴
射ノズル20のノズル21.21・・・カラ噴射される
高圧エアにより削孔、壊砕を摩擦減少を介して助勢され
る。 そして、該助勢に用いられたエアは噴射ノズル20と攪
拌翼17の間からエア抜孔18を通りシャフト13のエ
ア抜溝15から上昇し防塵カバー22のプレート25の
挿通孔38とエア抜溝15を通り該防塵カバー22内に
入る。 該防塵カバー22内に於ては上蓋27に於て噴出したエ
アは粉塵を重力分離し、排気孔32がらバイブ33を通
りサイクロン34を通り微粉分離′されエア分は大気に
逸散していく。 尚、防塵カバー22内のシャフト13のエア抜溝1%に
対しては上蓋27にて挿通孔28にシールスライダ30
が係合しているためエア、粉塵は外に排出されず環境を
汚染することはない。 而して、当該削孔過程に於て送給されるエアは削孔助勢
用であって、その限り使用済のエアはアースオーガー6
のシャフト13のエア抜溝15から地上に還流逸散され
、削孔24内に音圧する様にせず、従って、削孔内の圧
を高める様にしな℃)点は前述特公昭56−14808
号公報発明とは全く異なるものである。 又、シャフト13は相当角速度で回転されるのでエア抜
溝15に対する土壌、水の侵入は阻止され、エア抜きは
保証される。 そして、設定深度まで到達すると、モータ38を設定速
度で回転させ、ピニオン39.ギヤ40を介して防塵フ
ード22のフード26をプレート25に対して逆回転さ
せ、又、モータ4を逆回転させシャツ・ト13を逆転さ
せセメントの供給ホッパ11の図示しないロータリーパ
ルプを開きホース12スイーベルジヨイント5を介し通
路16よ1      り攪拌翼17の噴射ノズル20
にセメントをエア圧送する。 この場合・、該シャフト13の逆転によりアースオーガ
ー6は逆転すると共に上昇するが、防塵カバー22のフ
ード26が周方向に回転され設定相対角速度差をもたせ
る様にされるため、アースオーガー6は削孔時と比較し
てスクリュー140回転螺土速度よりシャフト13の上
昇速度が遅くなる様にされ、従って、該アースオーガー
6のスクリュー14は削孔24内の挟持壊砕攪拌土壌を
押圧下降させる様に働く。 従って、該削孔24内の削孔時の壊砕攪拌土壌は押圧々
密され、上昇する攪拌翼17により噴射ノズル20から
噴出されるセメントと攪拌混合され、均一、且つ、充密
状態にされ、その間輸送エア及び圧縮による間隙エアは
削孔時と同様に攪拌翼17のエア抜孔18よりシャフト
13のエア抜溝15を通り防塵カバー22に入り、粉塵
を重力分離され、更にサイクロン34で分離され、エア
は大気に放出され、作業環境の汚染は生じない。 そして、アースオーガー6の上昇に伴うスクリュー14
の付着土壌は防塵カバー22のプレート25の挿入スリ
ット29′で掻き取られて防塵力・ζ−22内に入るこ
とはない。 この様にして、アースオーガー6と攪拌翼17は次第に
引き上げられ、削孔24内には削孔壊砕攪拌土壌とセメ
ントとの均−混合造成体が形成され、経時時に地下水、
含水外と水和反応して硬化していく。 そして、先端ユニットアースオーガー6と攪拌翼17に
ついては防塵カバー6を取り外して作業を終える。 尚、この出願の発明の実施態様は上述実施例に限るもの
でないことは勿論であり1例えば、防塵カバーにサイク
ロンを接続する代りにバッグフィルタを接続させたり、
セメントの代りに生石灰、砂等を用いたりする等種々の
態様が採用可能である。 前述の如く、この出願の発明によれば、粉体を用いて地
盤を改良するに際し、削孔を攪拌翼でガス噴射助勢を介
して行い、該削孔時に第1次的に地盤を攪拌翼にて壊砕
、攪しておき、所定深度に・達した後随伴螺入させたア
ースオーガーを引き上げつ〜逆回転させ、併せて攪拌翼
も回転させると共1−nカス輸送粉体を噴出する様にし
たことにより、該アースオーガーによりそのスクリュー
間に挟持されていた第1次壊砕攪拌土壌は抑圧下降され
攪拌翼により粉体と2次的に均一に攪拌混合され、均一
、且つ、圧密状に造成体が形成され地中水分と水和して
凝固体が形成される優れた効果が奏される。 そのため、造成体中に不攪拌部や不均一部が生ぜず、改
良域の精度が高上する優れた効果が奏される。 又、この場合、アースオーガーの回転速度と引−トげ速
度を調節することにより圧密状態を調整することも出来
る効果がある。 而して、装置はスクリューオーガーに攪拌翼を連結した
構造であるので構造が簡単で堅牢で耐久性に富む効果が
ある。 そして、オーガースクリューの先端に攪拌翼が付設され
ているため、削孔に際して該アースオーガーの螺入抵抗
が少く、引き上げ工程で攪拌翼に】次壊砕土壌を押圧下
降させる効果を奏する・。 更に、攪拌翼の基部に設けたガス抜孔がシャフトの軸方
向側面に設けたガス抜溝に接続しているので削孔時、粉
体送給時のガスを巧みに地上に逃がし削孔内にガスを残
留させず、造成体に空隙を形成させず造成精度を向上さ
せることが出来る優れた効果が奏される。
[The earth auger pushes the crushed soil between the auger blades downward, and the powder and stirring blades mix it uniformly, reducing the gap and eliminating the interstitial gas (
However, the main point is that technical measures were taken to ensure that the transported gas exits from the gas vent hole at the base of the stirring blade and is discharged into the ground-F through the gas vent groove on the side of the shaft, separating it from dust and dissipating it into the atmosphere. It is something to do. Next, embodiments of the invention of this application will be described below with reference to the drawings. 1 is a ground improvement device which constitutes one of the gist of the invention of this application, and a swivel joint 5 is attached below a motor 4 of a static load applying and driving device provided on a leader 3 of a heavy machine 2.
The earth auger 6 connected to the unit joint is connected to the lower side. On the other hand, the trolley 7 attached to the heavy equipment 2 has a control value f18.
.. Compressor9. High pressure air tack 10 as a high pressure gas tank connected to the compressor 9. A hose is connected to a hopper 11 for supplying cement as powder, and a transport hose 12 as a gas transport hose is connected from the hopper 11 to the sweep joint 5. As shown in FIG. 2, the earth auger 6 consists of a shaft 13 and a single-threaded screw 14 integrally formed around the shaft. An air (gas) vent groove 15 with a rectangular cross section that is not blocked by the screw 14 is formed, and a gas pumping powder passage 16 connected to the swivel joint 5 is provided inside. At the lower end of the shaft 13, a pair of stirring blades 17.17 having a substantially C-shaped cross section are attached to the side in the diametrical direction at a set distance from the lower end of the screw 14 of the auger 6. An air vent hole 18 connected to the air vent groove 15 is formed in each of the holes. Further, at the lower end of the stirring blade 17, there is a crushing blade 19.19°19.
... is formed. On the other hand, inside the stirring blade 17, the gas pressure-fed powder
An injection nozzle 20 connected to the body passage 16 is integrally fixed to the shaft 13 with nozzle holes 21, 21, . Reference numeral 22 denotes a dust removal cover, and a hood 26 is rotatably fitted in a sealed manner on a plate 25 placed on the top of the hole 24 in the ground 23, and the upper cover 27 has the above-mentioned soyaf,
An insertion hole 28 of the ground auger 13 and an insertion slit 29 for the screw 14 of the earth auger 6 are formed, while an insertion hole 28' and an insertion slit 29' are formed in the bottom cover 27'. Further, only the insertion hole 28 of the shaft 13 in the upper lid 27 has a seal slider 30 coated with Teflon on the inside to fit into the air vent groove 15 of the shaft 13, as shown in FIGS. It is clamped and engaged with the upper lid 27 of the dustproof cover 22, and is configured to slide around the hole 28 as the shaft 13 rotates, thereby sealing the air vent groove 15. Further, a pipe 32 is connected to a swivel joint 31 provided on the hood 26 of the dustproof cover 22 to connect the hood 26.
The underflow pipe 35 of the cyclone 34 is connected to the dust collector 36, and the overflow pipe 37
is open to the atmosphere. A pinion 39 of a reversible motor 38 with a speed reducer provided on the chassis of the heavy equipment 2 meshes with a gear 40 provided integrally around the side surface of the rotary hood 26, thereby aligning the hood 26 with respect to the plate 25 of the dustproof cover 22. Allows for reverse rotation. When performing ground improvement using the device configured as described above, only the stirring blade 11 and the unit earth auger 6 at the tip are used to dig in advance into the predetermined ground 23 without the dustproof cover 22 set.
The next unit earth auger 6 is inserted into the insertion hole 28, 28' and the insertion slit 29, 29' of the dustproof cover 22, the seal slider 30 is engaged with the air vent groove 15, and the reversible motor 38 is stopped, that is, The hood 26 is not rotated, but is connected to the leading earth auger 6 in a predetermined manner, and the shaft 13 is rotated in the forward direction while static pressure is applied by the motor 4, and a valve (not shown) is closed to close the cement supply hopper 11.
Close the high pressure air tank 10 and connect the high pressure air to the hose 1.
2 and the swivel joint 5 to the injection nozzle 20 of the stirring blade 17 from the passage 16. Then, a hole 24 is formed in the ground 23 by normal rotation of the shaft 13. In this case, the stirring blades 17 are crushing the ground 23, and the high-pressure air injected from the nozzles 21, 21, etc. of the injection nozzles 20 assists in drilling and crushing by reducing friction. The air used for the assistance passes through the air vent hole 18 from between the injection nozzle 20 and the stirring blade 17 and rises from the air vent groove 15 of the shaft 13, and then passes through the air vent groove 15 of the dust cover 22 and the air vent groove 15. It passes through and enters the dustproof cover 22. Inside the dustproof cover 22, the air ejected from the top lid 27 separates the dust by gravity, passes through the exhaust hole 32, the vibrator 33, and the cyclone 34 to separate the fine powder, and the air component is dissipated into the atmosphere. . In addition, for the air vent groove 1% of the shaft 13 inside the dustproof cover 22, a seal slider 30 is inserted into the insertion hole 28 in the upper cover 27.
are engaged, so air and dust are not discharged outside and do not pollute the environment. Therefore, the air supplied during the drilling process is for drilling assistance, and as far as that is concerned, the used air is sent to the earth auger 6.
The air is returned to the ground from the air vent groove 15 of the shaft 13 and is dissipated to the ground, so that no sound pressure is generated in the borehole 24, and therefore the pressure inside the borehole is increased.
This invention is completely different from the invention disclosed in the publication. Further, since the shaft 13 is rotated at a considerable angular velocity, soil and water are prevented from entering the air vent groove 15, and air bleeding is guaranteed. When the set depth is reached, the motor 38 is rotated at the set speed, and the pinion 39. The hood 26 of the dustproof hood 22 is reversely rotated with respect to the plate 25 via the gear 40, and the motor 4 is reversely rotated to reverse the shirt 13 to open the rotary pulp (not shown) of the cement supply hopper 11 and the hose 12 The injection nozzle 20 of the stirring blade 17 is connected to the passage 16 through the swivel joint 5.
Air pump the cement to the In this case, the earth auger 6 reverses and rises due to the reversal of the shaft 13, but since the hood 26 of the dustproof cover 22 is rotated in the circumferential direction to provide a set relative angular velocity difference, the earth auger 6 is ground. The rising speed of the shaft 13 is set to be slower than the rotation speed of the screw 140 compared to when drilling, so that the screw 14 of the earth auger 6 presses down the crushed and agitated soil clamped in the hole 24. to work. Therefore, the crushed and agitated soil in the borehole 24 during drilling is compressed and mixed with the cement jetted from the injection nozzle 20 by the ascending stirring blades 17, making it uniform and dense. During this time, the transported air and the gap air due to compression enter the dust cover 22 through the air vent hole 18 of the stirring blade 17, the air vent groove 15 of the shaft 13, and the dust is separated by gravity, and further separated by the cyclone 34. The air is released into the atmosphere and no pollution of the working environment occurs. Then, as the earth auger 6 rises, the screw 14
The adhering soil will be scraped off by the insertion slit 29' of the plate 25 of the dustproof cover 22 and will not enter the dustproof capacity ζ-22. In this way, the earth auger 6 and stirring blade 17 are gradually lifted up, and a homogeneous mixed structure of the drilled crushed agitated soil and cement is formed in the drilled hole 24, and over time, groundwater,
It hardens through a hydration reaction with water-containing substances. Then, the dust cover 6 is removed from the tip unit earth auger 6 and stirring blade 17 to complete the work. It is needless to say that the embodiments of the invention of this application are not limited to the above-mentioned embodiments. For example, instead of connecting a cyclone to the dustproof cover, a bag filter may be connected,
Various methods can be adopted, such as using quicklime, sand, etc. instead of cement. As mentioned above, according to the invention of this application, when improving the ground using powder, drilling is performed with a stirring blade assisted by gas injection, and when drilling the hole, the ground is primarily ground by the stirring blade. After the ground auger has been crushed and stirred at a predetermined depth, the earth auger screwed in is pulled up and rotated in the opposite direction, and the stirring blades are also rotated to eject 1-n scum transport powder. By doing so, the primary crushed and agitated soil held between the screws by the earth auger is suppressed and lowered, and is secondarily evenly stirred and mixed with the powder by the agitating blade, and is uniformly and A compact structure is formed, which is hydrated with underground moisture to form a coagulated body, which provides an excellent effect. Therefore, no unstirred parts or non-uniform parts are generated in the structure, and the excellent effect of increasing the precision of the improved area is achieved. Further, in this case, there is an effect that the compaction state can be adjusted by adjusting the rotational speed and pulling speed of the earth auger. Since the device has a structure in which a stirring blade is connected to a screw auger, the device is simple in structure, robust, and durable. In addition, since a stirring blade is attached to the tip of the auger screw, there is little resistance to screwing in the earth auger during drilling, and the stirring blade has the effect of pressing down the crushed soil during the lifting process. In addition, the gas vent hole provided at the base of the stirring blade is connected to the gas vent groove provided on the axial side of the shaft, allowing the gas to escape to the ground during powder feeding during drilling and into the drilling hole. The excellent effect of not leaving gas behind or forming voids in the constructed body and improving the construction accuracy is achieved.

【図面の簡単な説明】[Brief explanation of the drawing]

図面はこの出願の発明の詳細な説明図であり、第1図は
全体概略説明図、第2図は第1図部分拡大図、第3図は
アースオーガ一部分断面図、第4図は防塵カバー斜視図
、第5図は同部分断面図、第6図は防塵装置の断面図で
ある。 6・・・アースオルガ−,23・・・地盤、24・−・
削孔、    17・・・攪拌翼。 16・・・通路、    20・・・噴射ノズル、18
・・・ガス抜孔、   13・・・シャフト、15・・
・ガス抜溝
The drawings are detailed explanatory drawings of the invention of this application, and Fig. 1 is an overall schematic explanatory drawing, Fig. 2 is a partially enlarged view of Fig. 1, Fig. 3 is a partially sectional view of the earth auger, and Fig. 4 is a dustproof cover. FIG. 5 is a perspective view, FIG. 5 is a partial sectional view of the same, and FIG. 6 is a sectional view of the dustproof device. 6...Earth Olga, 23...Ground, 24...
Hole drilling, 17... Stirring blade. 16... passage, 20... injection nozzle, 18
...Gas vent hole, 13...Shaft, 15...
・Gas vent groove

Claims (2)

【特許請求の範囲】[Claims] (1)  アースオーガーを地盤内に螺入すると共にガ
スをその先位から噴出して所定深度までガス助勢により
削孔し次いで該アースオーガーを逆転引き上げつ〜地盤
内に粉体なガス圧送して地盤と混合する様にした地盤改
良工法において、上記アースオーガーの螺入削孔工程で
該アースオーガーに先行して攪拌翼にてガス噴射させな
がら、地盤壊砕削孔し、而して上記アースオーガーの引
上げ工程で該アースオーガーにより下降押圧される壊砕
土壌に対し該攪拌翼にてガス圧送粉体をして攪拌混合さ
せる様にしたことを特徴とする地盤改良工法。
(1) An earth auger is screwed into the ground, and gas is ejected from its tip to drill a hole with gas assistance to a predetermined depth.Then, the earth auger is pulled up in reverse and powdered gas is pumped into the ground. In the ground improvement method in which the earth auger is mixed with the ground, the earth auger is screwed into the hole by drilling the ground while injecting gas with a stirring blade prior to the earth auger, and then the earth A ground improvement method characterized in that the crushed soil pressed down by the earth auger in the auger pulling process is stirred and mixed with gas-fed powder using the stirring blade.
(2)ガス及びガス圧送粉体通路を内装するアースオー
ガーを有する地盤改良装置において、該アースオーガー
先端に攪拌翼が一体的に設けられると共に該攪拌翼に設
けたガス及びガス圧送粉体噴射ノズルが上記ガス及びガ
ス圧送粉体通路に接続され、而して該攪拌翼基部に設け
たガス抜き孔が上記アースオーガーのシャフトの側面に
延設されたガス抜溝に接続されていることを特徴とする
地盤改良装置。
(2) In a ground improvement device having an earth auger with a gas and gas-forced powder passage therein, a stirring blade is integrally provided at the tip of the earth auger, and a gas and gas-forced powder injection nozzle provided on the stirring blade are provided. is connected to the gas and the gas pumping powder passage, and the gas vent hole provided at the base of the stirring blade is connected to the gas vent groove extended on the side surface of the shaft of the earth auger. Ground improvement equipment.
JP3949082A 1982-03-15 1982-03-15 Method and apparatus for ground improvement work Pending JPS58156619A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3949082A JPS58156619A (en) 1982-03-15 1982-03-15 Method and apparatus for ground improvement work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3949082A JPS58156619A (en) 1982-03-15 1982-03-15 Method and apparatus for ground improvement work

Publications (1)

Publication Number Publication Date
JPS58156619A true JPS58156619A (en) 1983-09-17

Family

ID=12554488

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3949082A Pending JPS58156619A (en) 1982-03-15 1982-03-15 Method and apparatus for ground improvement work

Country Status (1)

Country Link
JP (1) JPS58156619A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0151526A2 (en) * 1984-02-02 1985-08-14 Kabushiki Kaisha Kobe Seiko Sho Apparatus for soil stabilisation
JPS61126219A (en) * 1984-11-22 1986-06-13 Chiyoda Kenki Kk Ground stabilizing processing method and ground stabilizing processor
JPS6268917A (en) * 1985-09-19 1987-03-30 Fudo Constr Co Ltd Improvement for weak ground
EP0441169A2 (en) * 1990-02-05 1991-08-14 KELLER GRUNDBAU GmbH Method and device for in situ remediation of contaminated areas

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0151526A2 (en) * 1984-02-02 1985-08-14 Kabushiki Kaisha Kobe Seiko Sho Apparatus for soil stabilisation
JPS61126219A (en) * 1984-11-22 1986-06-13 Chiyoda Kenki Kk Ground stabilizing processing method and ground stabilizing processor
JPH0326731B2 (en) * 1984-11-22 1991-04-11 Chiyoda Soil Tec Kk
JPS6268917A (en) * 1985-09-19 1987-03-30 Fudo Constr Co Ltd Improvement for weak ground
JPH0457805B2 (en) * 1985-09-19 1992-09-14 Fudo Construction Co
EP0441169A2 (en) * 1990-02-05 1991-08-14 KELLER GRUNDBAU GmbH Method and device for in situ remediation of contaminated areas

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