JPH07279159A - Ground improving device - Google Patents

Ground improving device

Info

Publication number
JPH07279159A
JPH07279159A JP6958594A JP6958594A JPH07279159A JP H07279159 A JPH07279159 A JP H07279159A JP 6958594 A JP6958594 A JP 6958594A JP 6958594 A JP6958594 A JP 6958594A JP H07279159 A JPH07279159 A JP H07279159A
Authority
JP
Japan
Prior art keywords
fluid
shaft
stirring
discharge port
ground
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.)
Granted
Application number
JP6958594A
Other languages
Japanese (ja)
Other versions
JP3560359B2 (en
Inventor
Tetsuo Iwasaki
崎 徹 男 岩
Hiroyuki Egashira
頭 博 之 江
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.)
ZAISHIYO GIKEN KK
Sanwa Kizai Co Ltd
Original Assignee
ZAISHIYO GIKEN KK
Sanwa Kizai Co 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 ZAISHIYO GIKEN KK, Sanwa Kizai Co Ltd filed Critical ZAISHIYO GIKEN KK
Priority to JP06958594A priority Critical patent/JP3560359B2/en
Publication of JPH07279159A publication Critical patent/JPH07279159A/en
Application granted granted Critical
Publication of JP3560359B2 publication Critical patent/JP3560359B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

PURPOSE:To provide a highly reliable ground improving device in which an injecting fluid can be switched without enhancing the diameter and weight of a shaft part. CONSTITUTION:A stirring shaft 1 having a stirring blade 12 within a prescribed range on the lower outer circumference of a shaft part 1A and a screw blade 13 on the shaft part outer circumference of the part having no stirring blade 12 is connected to a driving part 7 supported along a leader mast 2 in such a manner as to be capable of rising and lowering. Two fluid passages are provided in the shaft part IA of the stirring shaft 1, one first fluid passage 14 is allowed to communicate with a first discharge port 15 opened to the shaft part lower end of the stirring shaft 1, and the other second fluid passage 15 is allowed to communicate with a second discharge port 17 opened in the position upper than the range having the stirring blade 12. A fluid supplying source is connected to the first and second fluid passages 14, 15 through a double swivel device 18 provided on the driving part 7, and a switching device 27 for switching the supply of the fluid to the first and second fluid passages 14, 15 is provided in the supplying system between the double swivel device 18 and the fluid supplying source.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、地中に地盤改良材を注
入して地盤を改良するに用いる地盤改良装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ground improvement device used for improving a ground by injecting a ground improvement material into the ground.

【0002】[0002]

【従来の技術】軟弱な地盤を改良して強固な地盤とする
地盤改良方法として、地盤を掘削し、その削穴内に例え
ばセメントスラリー等の地盤改良材を注入しつつ撹拌し
て土砂と混練し、これが硬化することにより地盤を強固
に改良するようになされている。
2. Description of the Related Art As a ground improvement method for improving soft ground to make it strong ground, ground is excavated and ground improvement material such as cement slurry is poured into the hole and stirred to mix with soil. By hardening this, the ground is firmly improved.

【0003】上記の工法を実施するための装置として、
従来特開平2−140321号公報に示される装置があ
る。この装置は、オーガスクリューの下部に撹拌翼を有
する注入軸を連結し、オーガスクリューおよび注入軸の
軸内の通路を通じて注入軸の下端および上方側部に開口
された吐出口から選択的に地盤改良材を吐出されるよう
になっており、その吐出口の選択はオーガスクリューの
軸部下方位置に内蔵された切換え装置により行なうよう
になされ、注入軸の上下動によって切換え動作されるよ
うになっている。
As an apparatus for carrying out the above construction method,
There is a device disclosed in Japanese Patent Application Laid-Open No. 2-140321. This device connects an injection shaft with a stirring blade to the lower part of the auger screw, and selectively improves the ground from the discharge port opened at the lower end and upper side of the injection shaft through the passage in the shaft of the auger screw and the injection shaft. The material is discharged, and the discharge port is selected by a switching device built in the lower position of the shaft part of the auger screw, and the switching operation is performed by the vertical movement of the injection shaft. There is.

【0004】[0004]

【発明が解決しようとする課題】しかるに上記従来の装
置では、流体の切換え装置がオーガスクリューの軸部の
下方部内に設けられているので、その切換え装置を内蔵
する軸部の径が太くなり、それに伴って重量も増大し、
しかも作業中は切換え装置が地中に位置することになる
ので土砂や水の侵入により作動不良を起こすおそれがあ
るとともに切換え動作が正常に行われたか否かの確認が
できず、信頼性に欠けるという問題点があった。
However, in the above conventional device, since the fluid switching device is provided in the lower portion of the shaft portion of the auger screw, the diameter of the shaft portion incorporating the switching device becomes large, Along with that, the weight also increases,
Moreover, since the switching device is located in the ground during the work, there is a risk of malfunction due to intrusion of sand and water, and it is not possible to confirm whether the switching operation has been performed normally or not, resulting in lack of reliability. There was a problem.

【0005】本発明はこれに鑑み、軸部の径大化がな
く、かつ切換えの確認が容易にでき、信頼性の高い地盤
改良装置を提供することを目的とするものであり、また
地盤改良材の注入量をリアルタイムで把握することを可
能とする地盤改良装置を提供することを目的とする。
In view of this, it is an object of the present invention to provide a highly reliable ground improvement device which does not increase the diameter of the shaft portion and allows easy confirmation of switching. It is an object of the present invention to provide a ground improvement device capable of grasping a material injection amount in real time.

【0006】[0006]

【課題を解決するための手段】上記従来の技術が有する
問題点を解決する手段として本発明は、軸部の下方部外
周の所定範囲に撹拌翼を有し、この撹拌翼が設けられて
いない部分の軸部外周にスクリュー羽根を有する撹拌軸
を、リーダマストにそって昇降自在に支持された駆動部
に連結し、前記攪拌軸の軸部内に2路の流体通路を設
け、一方の第1流体通路は前記攪拌軸の軸部下端に開口
する第1吐出口に連通するとともに他方の第2流体通路
は前記攪拌翼が設けられている範囲より上位の位置に開
口する第2吐出口に連通し、前記第1、第2流体通路に
は前記駆動部に設けられた二重スイベル装置を介して流
体供給源を接続し、この二重スイベル装置と流体供給源
との間の供給系統中に第1、第2流体通路への流体の供
給を切換える切換え装置を設けたことを特徴とするもの
であり、請求項2は、前記二重スイベル装置と切換え装
置との間に流量計を有することを特徴とし、請求項3
は、前記第1流体通路にエア供給源を接続したことを特
徴とするものである。
As a means for solving the problems of the above-mentioned conventional techniques, the present invention has a stirring blade in a predetermined range on the outer periphery of the lower portion of the shaft portion, and this stirring blade is not provided. A stirring shaft having screw blades on the outer periphery of the shaft portion is connected to a drive unit that is vertically movable along the leader mast, and two fluid passages are provided in the shaft portion of the stirring shaft. The fluid passage communicates with the first discharge port that opens at the lower end of the shaft of the stirring shaft, and the other second fluid passage communicates with the second discharge port that opens at a position higher than the range where the stirring blade is provided. Then, a fluid supply source is connected to the first and second fluid passages via a double swivel device provided in the drive unit, and a fluid supply system is provided between the double swivel device and the fluid supply source. Switching for switching the supply of fluid to the first and second fluid passages Which is characterized in that a location, according to claim 2, characterized in that it has a flow meter between the double swivel device and switching device, according to claim 3
Is characterized in that an air supply source is connected to the first fluid passage.

【0007】[0007]

【作用】地盤の表層部分は通常比較的硬い層が存在し、
若しくは地盤改良の必要がない場合が多いので、第1吐
出口から水(またはエア)を吐出させながら表層非改良
部の地盤を掘削する。なお水は硬い地盤の掘削を容易に
し、またエアはスクリューによる排土効率を高めるに寄
与する。これら流体の供給は地盤の性状に応じ選択し、
切換え装置の操作によって行なう。
[Function] Usually, the surface layer of the ground has a relatively hard layer,
Alternatively, since it is often unnecessary to improve the ground, the ground of the non-improved surface layer is excavated while discharging water (or air) from the first discharge port. Water facilitates the excavation of hard ground and air contributes to the efficiency of soil removal by the screw. Select the supply of these fluids according to the properties of the ground,
This is done by operating the switching device.

【0008】前記表層非改良部の掘削を越えたとき、第
1吐出口または第2吐出口から切換え装置の切換えによ
り一切流体の吐出を止めて掘削を進める。これは軟弱な
地層である改良部を流体によってさらに軟弱化させない
ためである。掘削した土砂はスクリュー羽根により地上
に排出される。
When the excavation of the non-improved surface layer is exceeded, the excavation proceeds by stopping the fluid discharge from the first discharge port or the second discharge port by switching the switching device. This is to prevent the improved portion, which is a soft formation, from being further softened by the fluid. The excavated earth and sand is discharged to the ground by the screw blade.

【0009】地盤の改良部の低部に到達したら、そのま
ま適当深さ(ダブリング部)の上端まで撹拌軸を引上
げ、ついで切換え装置を切換えて第1吐出口からセメン
トスラリー等(凝固性薬液)を吐出させて撹拌翼により
土砂との撹拌混合を行ないつつ改良部の底部まで再掘削
し、改良部の底部に到達したら切換え装置を切換えて第
1吐出口からの流体(薬液)の吐出を止め、ダブリング
部の上端に第2吐出口が位置するまで撹拌軸を引上げ
る。その後再び第2吐出口からの吐出を行ない、土砂と
の撹拌混合を行ないつつ表層非改良部まで作業を行な
う。この表層非改良部に至ったらば第2吐出口からの吐
出口を止め、攪拌軸を地上に引抜く。
When the bottom of the improved portion of the ground is reached, the stirring shaft is pulled up to the upper end of an appropriate depth (doubling portion), and then the changeover device is changed to change the cement slurry or the like (coagulable chemical liquid) from the first discharge port. Discharge and re-excavate to the bottom of the improvement section while stirring and mixing with soil with a stirring blade, and when reaching the bottom of the improvement section, switch the switching device to stop the discharge of fluid (chemical solution) from the first discharge port, Pull up the stirring shaft until the second discharge port is located at the upper end of the doubling section. After that, the discharge from the second discharge port is performed again, and the work is performed up to the non-improved surface layer while stirring and mixing with the soil. When the non-improved surface layer is reached, the outlet from the second outlet is stopped and the stirring shaft is pulled out to the ground.

【0010】[0010]

【実施例】以下、本発明を図面に示す実施例を参照して
説明する。図1は本発明による地盤改良装置の全体構成
例を示す側面図であり、図3はその撹拌軸1の断面を示
しており、この攪拌軸1は、ベースマシン2に立設され
たリーダマスト3の側面のガイドレール4にそって昇降
自在に支持されモータ5、減速機6等を搭載した駆動部
7の出力軸に連結されて垂下され、途中の数個所が振止
め8、8によりガイドされて垂直に支持されている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the embodiments shown in the drawings. FIG. 1 is a side view showing an example of the overall structure of the ground improvement device according to the present invention, and FIG. 3 shows a cross section of the stirring shaft 1, which is a leader mast erected on a base machine 2. 3 is supported by a guide rail 4 on the side of 3 so as to be able to move up and down, is connected to an output shaft of a drive unit 7 on which a motor 5, a speed reducer 6 and the like are mounted, and hangs down. It is supported vertically.

【0011】この駆動部7は、その上部のシーブ9に巻
回されるワイヤ10がリーダマスト3の上端のシーブ1
1を経由してベースマシン2上の図示しないウインチに
導かれ、このウインチの巻上げ巻下げにより駆動部7が
昇降し、攪拌軸1が昇降されるようになっている。
In the drive unit 7, the wire 10 wound around the sheave 9 on the upper portion of the drive unit 7 is attached to the sheave 1 on the upper end of the leader mast 3.
1 is guided to a winch (not shown) on the base machine 2, and the drive unit 7 is moved up and down by the hoisting and lowering of the winch, and the stirring shaft 1 is moved up and down.

【0012】前記撹拌軸1は、その軸部1Aの下方端の
所定範囲の外周に半径方向に突出する攪拌翼12、12
…が複数段にわたって設けられ、この攪拌翼12、12
…が設けられる領域より上方の軸部1Aの周にはスクリ
ュー羽根13が螺設されている。
The stirring shaft 1 is provided with stirring blades 12 and 12 projecting radially in an outer periphery of a predetermined range at a lower end of the shaft portion 1A.
... are provided in a plurality of stages, and the stirring blades 12, 12 are provided.
Screw blades 13 are screwed around the periphery of the shaft portion 1A above the region where the ... Is provided.

【0013】上記軸部1Aの内部には2つの流体通路
(第1流体通路14、第2流体通路15)が設けられて
おり、第1流体通路14は軸心にあって軸部1Aの上下
端に貫通し、その下端は軸部1Aの下端に開口する第1
吐出口16に連通されている。第2流体通路15は、第
1流体通路14の周囲にあって、この第2流体通路15
の下部は前記攪拌翼12、12…が設けられる範囲の上
方位置の側面に開口する第2吐出口17に連通されてい
る。
Two fluid passages (a first fluid passage 14 and a second fluid passage 15) are provided inside the shaft portion 1A. The first fluid passage 14 is located at the axial center and is located above and below the shaft portion 1A. The first end which penetrates the end and whose lower end opens at the lower end of the shaft portion 1A
It communicates with the discharge port 16. The second fluid passage 15 is located around the first fluid passage 14, and the second fluid passage 15
Is connected to a second discharge port 17 which is opened at a side surface at an upper position in a range where the stirring blades 12, 12, ... Are provided.

【0014】前記第1、第2流体通路14、15の上方
部は二重スイベル装置18に接続されている。この二重
スイベル装置18は、その一例を図4に断面図として示
すように、軸部1Aの上端部材1Bにシール19、19
を介して第1供給管20が回転自在に接続され、この第
1供給管20と第1流体通路14とが常時連通されてい
る。
The upper parts of the first and second fluid passages 14 and 15 are connected to a double swivel device 18. This double swivel device 18 has seals 19 and 19 on the upper end member 1B of the shaft portion 1A, as shown in FIG.
The first supply pipe 20 is rotatably connected via the, and the first supply pipe 20 and the first fluid passage 14 are always in communication with each other.

【0015】前記軸部1Aの上方部外周には外筐体21
がシール22、22を介して相対的に回転自在に嵌合さ
れ、この外筐体21内に軸部1Aの外周面に開口された
第2流体通路15の開口部23が臨み、外筐体21に接
続される第2供給管24と第2流体通路15とが常時連
通状態におかれるようになっている。
An outer casing 21 is provided on the outer periphery of the upper portion of the shaft portion 1A.
Are relatively rotatably fitted to each other via seals 22 and 22, and the opening 23 of the second fluid passage 15 opened to the outer peripheral surface of the shaft portion 1A faces the inside of the outer housing 21. The second supply pipe 24 connected to 21 and the second fluid passage 15 are always in communication with each other.

【0016】図示の実施例では、前記第1供給管20に
エア供給源であるコンプレッサ25が接続され、第2供
給管24にはセメントスラリー(または水)の供給源で
あるプラント26が接続されており、これら供給管の配
管系統中に切換え装置27が介装されている。図4中、
符号28は二重スイベル装置18のカバー兼第1供給管
20の接続管20aをボルト20bで固定する回り止め
用部材である。
In the illustrated embodiment, a compressor 25, which is an air supply source, is connected to the first supply pipe 20, and a plant 26, which is a cement slurry (or water) supply source, is connected to the second supply pipe 24. A switching device 27 is provided in the piping system of these supply pipes. In FIG.
Reference numeral 28 is a detent member for fixing the cover of the double swivel device 18 and the connecting pipe 20a of the first supply pipe 20 with bolts 20b.

【0017】切換え装置27は、第1供給管20を開閉
する弁29と、第2供給管24を開閉する弁30と、こ
の第2供給管24の弁30より上流側で分岐し第1供給
管20の弁29より下流側に合流する分岐管31を開閉
する弁32とを有し、これら弁29、30、32は電磁
作動弁が用いられている。なおこれらの弁は一つのユニ
ットとして構成されているものであってもよい。
The switching device 27 has a valve 29 that opens and closes the first supply pipe 20, a valve 30 that opens and closes the second supply pipe 24, and a branch on the upstream side of the valve 30 of the second supply pipe 24. It has a valve 32 for opening and closing a branch pipe 31 that joins the valve 20 of the pipe 20 on the downstream side, and these valves 29, 30, 32 are electromagnetically actuated valves. Note that these valves may be configured as one unit.

【0018】図示の実施例では、セメントスラリーの注
入量をリアルタイムで把握することができるよう、前記
第1供給管20の分岐管合流部より下流側と、第2供給
管24の弁30より下流側とに流量計33、34が接続
されており、これら弁29、30、32、流量計33、
34により制御ユニット35を構成している。
In the illustrated embodiment, in order to grasp the injection amount of cement slurry in real time, the downstream side of the branch pipe joining portion of the first supply pipe 20 and the downstream side of the valve 30 of the second supply pipe 24. Flowmeters 33 and 34 are connected to the side, and these valves 29, 30, 32, flowmeter 33,
The control unit 35 is composed of 34.

【0019】次に上記実施例の作用を説明する。地盤の
表層部分は、通常比較的硬い層が存在し、若しくは地盤
を改良する必要のない場合が多いので、切換え装置27
の弁29または32を開け、弁30を閉じて攪拌軸1の
下端の第1吐出口16から水またはエアを吐出させなが
ら図5(A)のように表層非改良部Aの地盤を掘削す
る。なお水を吐出させることは硬い地盤の掘削を容易と
し、またエアを供給することはスクリュー羽根13によ
る排土効率を高めるうえで効果を持つ。これら流体の種
類や可否は地盤の性状に応じて選択し、切換え装置27
の操作によって行う。
Next, the operation of the above embodiment will be described. In the surface portion of the ground, there is usually a relatively hard layer or there is no need to improve the ground, so the switching device 27
The valve 29 or 32 is opened, the valve 30 is closed, and water or air is discharged from the first discharge port 16 at the lower end of the stirring shaft 1 while excavating the ground of the surface layer non-improved part A as shown in FIG. . It should be noted that discharging water facilitates excavation of hard ground, and supplying air is effective in increasing the soil discharging efficiency by the screw blades 13. The type and availability of these fluids are selected according to the properties of the ground, and the switching device 27
Operation.

【0020】前記表層非改良部Aの掘削を越えたとき切
換え装置27の切換えにより第1吐出口16または第2
吐出口17からは一切流体の吐出を止めて掘削を進める
(図5(B))。これは軟弱な地層である改良部Bを流
体によってさらに軟弱化させないためである。掘削され
た土砂はスクリュー羽根13によって地上へ排出され
る。
When the excavation of the surface non-improved portion A is exceeded, the first discharge port 16 or the second discharge port 16 is switched by switching the switching device 27.
Exhaust is stopped by stopping the discharge of fluid from the discharge port 17 (FIG. 5 (B)). This is because the improved portion B, which is a soft stratum, is not further softened by the fluid. The excavated earth and sand is discharged to the ground by the screw blade 13.

【0021】図5(C)のように攪拌軸1が地盤の改良
部Bの底部に到達したら、そのまま適当深さ(浅深掘削
を交互に行う領域で、ダブリング部Wという)の上端位
置まで攪拌軸1を引上げ、ついで切換え装置27の弁3
2を開けて第1流体通路14を通じ第1吐出口16から
セメントスラリーを吐出させて攪拌翼12、12…によ
り土砂との攪拌混合を行いつつ改良部Bの底部まで再掘
削し(図5(D))、改良部Bの底部に到達したら切換
え装置27の弁32を閉じて第1吐出口16からのセメ
ントスラリーの吐出を止め、ダブリング部Wの上端位置
に第2吐出口17が位置するまで攪拌軸1を引上げる
(図5(E))。
As shown in FIG. 5 (C), when the stirring shaft 1 reaches the bottom of the improved portion B of the ground, it continues to the upper end position of an appropriate depth (a doubling portion W where shallow excavation is alternately performed). The stirring shaft 1 is pulled up, and then the valve 3 of the switching device 27
2 is opened and the cement slurry is discharged from the first discharge port 16 through the first fluid passage 14, and is stirred and mixed with the sand and sand by the stirring blades 12, 12, ... While re-excavating to the bottom of the improved portion B (Fig. 5 ( D)), when the bottom of the improvement section B is reached, the valve 32 of the switching device 27 is closed to stop the discharge of the cement slurry from the first discharge port 16, and the second discharge port 17 is located at the upper end position of the doubling section W. The stirring shaft 1 is pulled up to (Fig. 5 (E)).

【0022】その後再び第2吐出口17からのセメント
スラリーの吐出を行い、土砂との攪拌混合を行いつつ表
層非改良部Aまで作業を行なう(図5(F))。この表
層非改良部Aに至ったらば、第2吐出口17からのセメ
ントスラリーの吐出を止め、攪拌軸1を地上に引抜いて
作業を終了する(図5(G))。
After that, the cement slurry is again discharged from the second discharge port 17, and the work is carried out to the surface layer non-improved portion A while stirring and mixing with the soil (FIG. 5 (F)). When the surface non-improved part A is reached, the discharge of the cement slurry from the second discharge port 17 is stopped, the stirring shaft 1 is pulled out to the ground, and the work is finished (FIG. 5 (G)).

【0023】上記作業におけるセメントスラリーの吐出
量は、流量計33、34により検出され、その量が計画
量と異なっているときは供給量を調整する。
The discharge amount of the cement slurry in the above work is detected by the flow meters 33 and 34, and when the amount is different from the planned amount, the supply amount is adjusted.

【0024】[0024]

【発明の効果】以上説明したように本発明によれば、攪
拌軸内の2路の流体通路を通じて地中に供給する流体の
切換えを行なうための切換え装置が攪拌軸の上方で攪拌
軸とは直接関係のない位置に設けられているので、切換
えの確認が容易にでき、作業の信頼性を高めることがで
きるとともに攪拌軸の径大化がなく、大重量化を防ぐこ
とができる。
As described above, according to the present invention, the switching device for switching the fluid supplied to the ground through the two fluid passages in the agitation shaft is above the agitation shaft. Since it is provided at a position that is not directly related to it, it is possible to easily confirm the switching, improve the reliability of the work, and prevent the diameter of the stirring shaft from increasing, thereby preventing the weight from increasing.

【0025】また請求項2のように、流体の供給系に流
量計を設ければ、セメントスラリー等の薬液の注入量を
リアルタイムで把握することができ、杭の精度を高める
ことができる。
If a flow meter is provided in the fluid supply system as in claim 2, the injection amount of the chemical liquid such as cement slurry can be grasped in real time, and the accuracy of the pile can be improved.

【0026】なお図示実施例のように切換え装置を駆動
部に付設すれば、切換えと吐出とのタイムラグを少なく
するうえで有効となる。
If a switching device is attached to the drive unit as in the illustrated embodiment, it is effective in reducing the time lag between switching and discharge.

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

【図1】本発明による地盤改良装置の全体構成例を示す
略示側面図。
FIG. 1 is a schematic side view showing an overall configuration example of a ground improvement device according to the present invention.

【図2】図1における駆動部の拡大図。FIG. 2 is an enlarged view of a drive unit in FIG.

【図3】本発明における攪拌軸および流体供給系を示す
一部切欠断面図。
FIG. 3 is a partially cutaway sectional view showing a stirring shaft and a fluid supply system according to the present invention.

【図4】図3における二重スイベル装置の拡大断面図。FIG. 4 is an enlarged sectional view of the double swivel device in FIG.

【図5】(A)〜(G)は攪拌混合時の態様を示す説明
図。
5 (A) to (G) are explanatory views showing a mode during stirring and mixing.

【符号の説明】[Explanation of symbols]

1 攪拌軸 3 リーダマスト 7 駆動部 12 攪拌翼 13 スクリュー羽根 14 第1流体通路 15 第2流体通路 16 第1吐出口 17 第2吐出口 18 二重スイベル装置 20 第1供給管 21 外筐体 23 開口部 24 第2供給管 25 エア供給源(コンプレッサ) 26 プラント 27 切換え装置 29,30,32 弁 33,34 流量計 35 制御ユニット 1 Stirring Shaft 3 Leader Mast 7 Drive Unit 12 Stirring Blade 13 Screw Blade 14 First Fluid Passage 15 Second Fluid Passage 16 First Discharge Port 17 Second Discharge Port 18 Double Swivel Device 20 First Supply Pipe 21 Outer Housing 23 Opening 24 Second supply pipe 25 Air supply source (compressor) 26 Plant 27 Switching device 29, 30, 32 Valve 33, 34 Flow meter 35 Control unit

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】軸部の下方部外周の所定範囲に撹拌翼を有
し、この撹拌翼が設けられていない部分の軸部外周にス
クリュー羽根を有する撹拌軸を、リーダマストにそって
昇降自在に支持された駆動部に連結し、前記攪拌軸の軸
部内に2路の流体通路を設け、一方の第1流体通路は前
記攪拌軸の軸部下端に開口する第1吐出口に連通すると
ともに他方の第2流体通路は前記撹拌翼が設けられてい
る範囲より上位の位置に開口する第2吐出口に連通し、
前記第1、第2流体通路には前記駆動部に設けられた二
重スイベル装置を介して流体供給源を接続し、この二重
スイベル装置と流体供給源との間の供給系統中に第1、
第2流体通路への流体の供給を切換える切換え装置を設
けたことを特徴とする地盤改良装置。
1. A stirring shaft having a stirring blade in a predetermined range on the outer periphery of the lower portion of the shaft portion and having screw blades on the outer periphery of the shaft portion where the stirring blade is not provided can be moved up and down along a leader mast. And a two-way fluid passage is provided in the shaft portion of the stirring shaft. One of the first fluid passages communicates with a first discharge port opened at the lower end of the stirring shaft. The other second fluid passage communicates with a second discharge port that is opened at a position higher than the range where the stirring blade is provided,
A fluid supply source is connected to the first and second fluid passages through a double swivel device provided in the drive unit, and a first supply system is provided between the double swivel device and the fluid supply source. ,
A ground improvement device comprising a switching device for switching the supply of fluid to the second fluid passage.
【請求項2】前記二重スイベル装置と切換え装置との間
に流量計を有する請求項1記載の地盤改良装置。
2. The ground improvement device according to claim 1, further comprising a flow meter between the double swivel device and the switching device.
【請求項3】前記第1流体通路にエア供給源を接続した
請求項1または2記載の地盤改良装置。
3. The ground improvement device according to claim 1, wherein an air supply source is connected to the first fluid passage.
JP06958594A 1994-04-07 1994-04-07 Ground improvement equipment Expired - Fee Related JP3560359B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP06958594A JP3560359B2 (en) 1994-04-07 1994-04-07 Ground improvement equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP06958594A JP3560359B2 (en) 1994-04-07 1994-04-07 Ground improvement equipment

Publications (2)

Publication Number Publication Date
JPH07279159A true JPH07279159A (en) 1995-10-24
JP3560359B2 JP3560359B2 (en) 2004-09-02

Family

ID=13407057

Family Applications (1)

Application Number Title Priority Date Filing Date
JP06958594A Expired - Fee Related JP3560359B2 (en) 1994-04-07 1994-04-07 Ground improvement equipment

Country Status (1)

Country Link
JP (1) JP3560359B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100451962B1 (en) * 2001-07-18 2004-10-08 주식회사 대창중기계 Series of wall structure method and device
JP2006233749A (en) * 2005-01-26 2006-09-07 Mitani Sekisan Co Ltd Construction method for root hardened part of pile hole, digging method for pile hole, construction device for root hardened part, and digging head
JP2013167139A (en) * 2012-02-17 2013-08-29 Tenox Corp Soil improvement method and soil improving device
KR101855413B1 (en) * 2017-11-15 2018-06-08 (주)세종이엔씨 Hardener injection equipment for deep mixing method of soil stabiliazation and construction method using same

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100451962B1 (en) * 2001-07-18 2004-10-08 주식회사 대창중기계 Series of wall structure method and device
JP2006233749A (en) * 2005-01-26 2006-09-07 Mitani Sekisan Co Ltd Construction method for root hardened part of pile hole, digging method for pile hole, construction device for root hardened part, and digging head
JP2013167139A (en) * 2012-02-17 2013-08-29 Tenox Corp Soil improvement method and soil improving device
KR101855413B1 (en) * 2017-11-15 2018-06-08 (주)세종이엔씨 Hardener injection equipment for deep mixing method of soil stabiliazation and construction method using same

Also Published As

Publication number Publication date
JP3560359B2 (en) 2004-09-02

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