JPH0598631A - Deep layer mixing method and device thereof - Google Patents

Deep layer mixing method and device thereof

Info

Publication number
JPH0598631A
JPH0598631A JP29030891A JP29030891A JPH0598631A JP H0598631 A JPH0598631 A JP H0598631A JP 29030891 A JP29030891 A JP 29030891A JP 29030891 A JP29030891 A JP 29030891A JP H0598631 A JPH0598631 A JP H0598631A
Authority
JP
Japan
Prior art keywords
stirring
attachment
stirring shaft
shaft
deep layer
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
JP29030891A
Other languages
Japanese (ja)
Other versions
JP2794356B2 (en
Inventor
Makoto Otsuka
誠 大塚
Tetsuo Ono
鉄雄 小野
Yohei Hayashi
洋平 林
Tadayoshi Maeda
忠良 前田
Shuji Isotani
修二 磯谷
Nariyuki Sakai
成之 酒井
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.)
FUDO GIKEN KK
Fudo Tetra Corp
Original Assignee
FUDO GIKEN KK
Fudo Construction 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 FUDO GIKEN KK, Fudo Construction Co Ltd filed Critical FUDO GIKEN KK
Priority to JP29030891A priority Critical patent/JP2794356B2/en
Publication of JPH0598631A publication Critical patent/JPH0598631A/en
Application granted granted Critical
Publication of JP2794356B2 publication Critical patent/JP2794356B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE:To discharge an improving material at a preset flow quantity and improve the mixing ratio. CONSTITUTION:Stirring vanes 6 and a feed pipe having a discharge port toward the portion stirred by the stirring vanes 6 are provided on a stirring shaft 1, an improving material discharged from the discharge port and the original position soil are mixed by the stirring vanes 6 during the process that the stirring shaft 1 is penetrated into or withdrawn from the soft ground while being rotated in the deep layer mixing method, and the stirring shaft 1 is vertically moved with the amplitude of 5cm or above during the penetrating or withdrawing process from the soft ground. In a device having an attachment 2 consisting of a drive motor rotating the stirring shaft 1 and suspending the attachment 2 with a wire 7 passing above a leader 3 and operated by a winding device 4, a web device 8 is provided at the portion of the wire 7 between the attachment 2 and the winding device 4.

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、特に軟弱地盤中にモル
タル,セメントミルク,粉粒状などの改良材と原位置土
とを混合して柱状パイルを造成したり、地盤強度を向上
する深層混合処理方法およびその装置に関する
BACKGROUND OF THE INVENTION The present invention relates to a deep layer mixture for improving the strength of the ground by forming a columnar pile by mixing the improvement material such as mortar, cement milk, powdery granules and the in-situ soil in the soft ground. Processing method and apparatus thereof

【0002】[0002]

【従来技術】この種の深層混合処理方法は、地盤改良工
法の内、生石灰やセメントミルク等の改良材と軟弱粘性
土等を地盤中の原位置で攪拌混合し、改良材と粘性土等
の化学的な結合作用を利用して、強固な柱状パイルを造
成したり、土質性状を安定化するとともに地盤強度を向
上するものである。これに用いられる混合処理装置は、
駆動モータにより回転される攪拌軸と、この攪拌軸に沿
って配置された供給管と、同攪拌軸の下部側に設けられ
た攪拌翼等を備えている。前記改良材は、供給管を介し
て搬送され、前記攪拌翼の付け根部等に設けられる吐出
口から攪拌翼の回転によって形成される空隙部に吐出さ
れて、攪拌翼の回転に伴う回転軌跡に散布され、原位置
土と強制的に混合される。このような混合処理方法で
は、土が攪拌翼または攪拌翼間に付着し易いので、特開
昭58−54121号公報に例示されるように攪拌翼の
近傍部に共廻り防止手段を付設したり、特公昭58−2
5131号公報に例示されるように攪拌軸の貫入あるい
は引抜き過程で振動装置により微振動を付与することに
より、土ないしは土塊の共回りや付着を防ぐようにした
技術がある。
2. Description of the Related Art This type of deep mixing treatment method is one of the ground improvement methods, in which an improving material such as quick lime or cement milk and a soft cohesive soil are mixed by stirring in situ in the ground to form By utilizing the chemical bonding action, a strong columnar pile is created, the soil properties are stabilized, and the ground strength is improved. The mixing processing device used for this is
It is provided with a stirring shaft rotated by a drive motor, a supply pipe arranged along the stirring shaft, a stirring blade provided on the lower side of the stirring shaft, and the like. The improving material is conveyed through a supply pipe, and is discharged from a discharge port provided at the root portion of the stirring blade into a void formed by the rotation of the stirring blade, so that a rotation locus accompanying the rotation of the stirring blade is generated. It is sprayed and forcibly mixed with in-situ soil. In such a mixing treatment method, since soil is likely to adhere to the stirring blades or between the stirring blades, co-rotation preventing means may be provided in the vicinity of the stirring blades as illustrated in JP-A-58-54121. , Shokoku Sho 58-2
As exemplified in Japanese Patent No. 5131, there is a technique for preventing co-rotation or adhesion of soil or a lump of soil by applying a slight vibration by a vibrating device in the process of penetration or withdrawal of a stirring shaft.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、従来の
共廻り防止手段や振動付与手段では、付着土の共回りや
土ないしは土塊の付着自体をそれなりに防止できるもの
の、攪拌翼の回転によって形成される空隙部を積極的に
拡大し、改良材を所定流量で注入するという吐出量の安
定化までは期待できなかった。
However, although the conventional co-rotation preventing means and vibration imparting means can prevent co-rotation of the adhered soil and adhesion of the soil or the clod itself to some extent, they are formed by the rotation of the stirring blade. It could not be expected to stabilize the discharge rate by positively expanding the voids and injecting the improvement material at a predetermined flow rate.

【0004】そこで、本発明の目的は、改良材を所定流
量で吐出することができると同時に、混合度合を促す深
層混合処理方法およびその装置を提供することにある。
Therefore, an object of the present invention is to provide a deep-layer mixing processing method and apparatus capable of discharging the improving material at a predetermined flow rate and at the same time promoting a mixing degree.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
に、本発明の深層混合処理方法は、請求項1に記載の通
り、攪拌軸を、軟弱地盤中に貫入したり引抜く過程で、
5cm以上の振幅で上下動するにしたことを要旨として
いる。また、本発明は、前記方法を実施するための装置
例として、請求項2に記載の通り、アタッチメントと巻
取装置との間にあるワイャの部分に、巻取装置とは別個
にアタッチメントを5cm以上の振幅で上下動するウエ
ーブ発生装置を介在したことを要旨としている。
In order to achieve the above object, a deep layer mixing treatment method of the present invention is, as described in claim 1, in a process of penetrating or withdrawing a stirring shaft into soft ground,
The gist is to move up and down with an amplitude of 5 cm or more. Further, according to the present invention, as an example of a device for carrying out the method, as described in claim 2, a portion of the wire between the attachment and the winding device is provided with an attachment 5 cm apart from the winding device. The gist is that a wave generator that moves up and down with the above amplitude is interposed.

【0006】[0006]

【作用】以上構成において、攪拌軸を5cm以上の振幅
で上下動することにより、攪拌翼が回転運動をしつつ上
下運動されるので、混合度合を促すと同時に、攪拌翼の
回りに空隙を効率よく形成する。これは、このような振
幅を与えたときに、微振幅のときに比して改良材を安定
して注入できる。このような振幅は、上下動および貫入
や引抜き速度、地盤の土性などにより多少変動するもの
の、振幅5cm以上、より好ましくは振幅10cmから
20cmのときが最適となる。
In the above structure, by vertically moving the stirring shaft with an amplitude of 5 cm or more, the stirring blade is moved up and down while rotating, so that the mixing degree is promoted and the gap is efficiently formed around the stirring blade. Well formed. This makes it possible to more stably inject the improving material when such an amplitude is applied, as compared with the case of a small amplitude. Although such an amplitude varies to some extent depending on vertical movement, penetration, withdrawal speed, soil characteristics of the ground, etc., the optimum amplitude is 5 cm or more, more preferably 10 cm to 20 cm.

【0007】[0007]

【実施例】実施例では、先ず本発明方法を実施するとき
に用いる深層混合処理装置例について述べた後、施工方
法を説明する。図1,図2は本発明の深層混合処理装置
を示している。同図の装置は、攪拌軸1およびこれを回
転する駆動モータなどからなるアタッチメント2と、ア
タッチメント2をリーダー3に沿って吊り下げるウイン
チドラム4などの吊下げ装置5とを備え、また攪拌軸1
には内部に供給管が配置されると共に下部側に攪拌翼6
が設けられており、貯蔵された改良材が前記供給管を通
じ移送されて攪拌翼6の付け根部等に設けられる吐出口
から攪拌翼6の回転によって形成される空隙部に吐出さ
れるようになっている点で従来装置と同じ。特有な構成
は、リーダー3上部とウインチドラム4との間にあるワ
イャ7の部分に、アタッチメント2を所定の振幅で上下
動するウエーブ発生装置8が介在されていることであ
り、以下この点を主体に述べる。
EXAMPLES In the examples, first, an example of a deep layer mixing processing apparatus used when carrying out the method of the present invention will be described, and then a construction method will be described. 1 and 2 show a deep layer mixing processing apparatus of the present invention. The apparatus shown in FIG. 1 includes an agitation shaft 1 and an attachment 2 including a drive motor that rotates the agitation shaft 1, and a suspension device 5 such as a winch drum 4 that suspends the attachment 2 along a reader 3.
Is equipped with a supply pipe inside and a stirring blade 6 on the lower side.
Is provided, and the stored improving material is transferred through the supply pipe and is discharged from a discharge port provided at a root portion of the stirring blade 6 or the like to a void portion formed by rotation of the stirring blade 6. This is the same as the conventional device. A peculiar structure is that a wave generator 8 for moving the attachment 2 up and down with a predetermined amplitude is interposed in a portion of the wire 7 between the upper part of the reader 3 and the winch drum 4, which will be described below. Tell the subject.

【0008】リーダー3は、ベースマシン9の後方より
油圧シリンダーで伸縮調整されるバックステー10によ
り支持されている。リーダー3の頂部には両側に滑車1
2,13を組み込んだ笠木14が取り付けられると共
に、シーブブロック11が上下方向に配置されている。
このシーブブロック11にはワイャ7の引出し部が組み
込まれ、アタッチメント2がブラケット等を介して吊り
下げられている。ワイャ7は笠木14の滑車12を通っ
て地上側へ引かれ、ウエーブ発生装置8を経由してベー
スマシン9上に設けられたウインチドラム4と接続して
いる。ウインチドラム4は、その前側に設けられた操作
室15でオペレーターによりワイャ7の巻上げ巻戻しな
どの制御が施工手順に沿って行われる。なお、オペレー
ターは従来と同様、ウインチドラム4の制御と共に攪拌
軸1を回転する駆動モーターの制御、供給管に対する改
良材の供給量なども制御する。
The leader 3 is supported from the rear of the base machine 9 by a back stay 10 which is stretched and adjusted by a hydraulic cylinder. Pulleys 1 on both sides at the top of leader 3
A shed block 14 incorporating 2 and 13 is attached, and the sheave block 11 is arranged in the vertical direction.
The drawer portion of the wire 7 is incorporated in the sheave block 11, and the attachment 2 is suspended via a bracket or the like. The wire 7 is pulled to the ground side through the pulley 12 of the headstock 14 and is connected to the winch drum 4 provided on the base machine 9 via the wave generator 8. In the winch drum 4, an operator controls the winding and unwinding of the wire 7 in an operation chamber 15 provided on the front side of the winch drum 4 in accordance with a construction procedure. The operator controls the winch drum 4 as well as the drive motor for rotating the stirring shaft 1 and the supply amount of the improvement material to the supply pipe, as in the conventional case.

【0009】ウエーブ発生装置8は、図1,図2に示す
如くリーダー3の頂部の近傍下部側に設けられており、
所定間隔を保って配置される2組のシーブ装置17,1
8と、この一方を上下動する油圧シリンダー19などか
ら構成されている。シーブ装置17,18は2個の滑車
20a,20bをブラケット21に軸22を介して回転
可能に組み込んだユニットになっている。また、油圧シ
リンダー19は周知の複動型が用いられ、不図示の油圧
ポンプなどにより作動油を内部に導いてピストンロッド
23をピストン運動させるもので、ブラケット24等に
よりリーダー3に固定されている。ピストンロッド23
の先端部には下側のシーブ装置18のブラケット21が
ボルト25等を用いて連結される。したがって、シーブ
装置18はピストンロッド23に保持され、油圧シリン
ダー19の作動と連動して10cmほど上下動される。
これに対し、上側のシーブ装置17はシーブ装置18の
真上にあってブラケット21等を介してリーダー3に固
定されている。そして、前記ワイャ7は、地上側へ引か
れた部分が下側シーブ装置18の滑車20aを通って上
側シーブ装置17の滑車20aに掛けられて下方へ導か
れ、下側シーブ装置18の滑車20bに掛けられて再び
上方へ導かれ、上側シーブ装置17の滑車20bに掛け
られた後にウインチドラム4側へ向かって巻き上げられ
ている。 なお、シーブ装置18には前方にガイド片2
6が設けられて、ワイャ7が滑車20a,20bから外
れないようにしている。シーブ装置17にはこれを省略
しているが同様なガイド片が設けられる。
As shown in FIGS. 1 and 2, the wave generator 8 is provided near the top of the leader 3 and below the leader.
Two sets of sheave devices 17, 1 arranged at a predetermined interval
8 and a hydraulic cylinder 19 that moves one of them up and down. The sheave devices 17 and 18 are units in which two pulleys 20 a and 20 b are rotatably incorporated in a bracket 21 via a shaft 22. A well-known double-acting type is used as the hydraulic cylinder 19, and hydraulic oil (not shown) or the like guides hydraulic oil to the inside to move the piston rod 23 in a piston manner, and is fixed to the leader 3 by a bracket 24 or the like. .. Piston rod 23
The bracket 21 of the lower sheave device 18 is connected to the tip of the bolt using a bolt 25 or the like. Therefore, the sheave device 18 is held by the piston rod 23 and moved up and down by about 10 cm in conjunction with the operation of the hydraulic cylinder 19.
On the other hand, the upper sheave device 17 is directly above the sheave device 18 and is fixed to the reader 3 via the bracket 21 and the like. A portion of the wire 7 pulled to the ground side passes through the pulley 20a of the lower sheave device 18 and is hooked on the pulley 20a of the upper sheave device 17 to be guided downward, so that the pulley 20b of the lower sheave device 18 is guided. The upper sheave device 17 is hung up on the pulley 20b and then wound up toward the winch drum 4 side. In addition, the sheave device 18 has a guide piece 2 at the front.
6 is provided to prevent the wire 7 from coming off the pulleys 20a and 20b. Although not shown, the sheave device 17 is provided with a similar guide piece.

【0010】図3は前記装置を用いて本発明方法で施工
したときの攪拌軸1下端の移動軌跡を従来方法との比較
で示し、図4は施工過程での攪拌翼を模式的に示してお
り、以下これらの図を参考にしながら本発明をさらに説
明する。攪拌軸1は、前記駆動モーターにより回転され
つつ同図の如く地盤所定の深さまで貫入され、また引抜
き操作される。この貫入や引抜き過程での攪拌軸1下端
の移動軌跡は時間に対する現深さにより表される。攪拌
軸1が回転運動ないしは回転運動と微振動を伴う従来方
法では図3の実線aで示されるように直線的な動きとな
るのに対し、攪拌軸1が回転運動と規則的な上下動を伴
う本発明方法では図3の破線bで示されるように所定振
幅の波動となる。この波動は、前述のウエーブ発生装置
8の油圧シリンダー19を作動することにより、ワイャ
7にピストンロッド23のピストン運動が加わって、貫
入や引抜き途中にある攪拌軸1が回転運動と共にピスト
ン運動の振幅で上下動して形成される。これを攪拌翼6
の運動軌跡として見た場合は攪拌翼6の厚さをピッチと
した螺旋状をなしている。また、図3の波動は、貫入か
ら引抜かれる全過程で油圧シリンダー19が作動してい
たことを示しているが、この波動は例えば引抜き過程に
移行するときや任意の深さで油圧シリンダー19を作動
して、形成範囲を任意に決めることができる。
FIG. 3 shows the movement locus of the lower end of the stirring shaft 1 when the method of the present invention is applied by using the above-mentioned apparatus in comparison with the conventional method, and FIG. 4 schematically shows the stirring blade in the process of the operation. The present invention will be further described below with reference to these drawings. While being rotated by the drive motor, the stirring shaft 1 is penetrated to a predetermined depth in the ground as shown in FIG. The movement locus of the lower end of the stirring shaft 1 in the process of penetration and withdrawal is represented by the current depth with respect to time. In the conventional method involving the rotational movement or the rotational movement and the slight vibration, the stirring shaft 1 moves linearly as shown by the solid line a in FIG. 3, whereas the stirring shaft 1 performs the rotational movement and the regular vertical movement. In the accompanying method of the present invention, a wave having a predetermined amplitude is generated as shown by a broken line b in FIG. By operating the hydraulic cylinder 19 of the wave generator 8 described above, this wave motion causes the piston motion of the piston rod 23 to be applied to the wire 7, and the stirring shaft 1 in the middle of penetration or withdrawal rotates and the amplitude of the piston motion increases. It is formed by moving up and down. Stirring blade 6
When viewed as the movement locus of the above, it has a spiral shape with the thickness of the stirring blade 6 as the pitch. Further, the wave in FIG. 3 indicates that the hydraulic cylinder 19 was operating during the entire process of withdrawal from the penetration, but this wave moves the hydraulic cylinder 19 at an arbitrary depth, for example, when shifting to the withdrawal process. In operation, the forming range can be arbitrarily determined.

【0011】以上のように、攪拌軸1が回転運動と共に
上下動を伴うことにより、攪拌翼6はその厚さをピッチ
とした螺旋状を形成するよう作動し、攪拌翼6の回りに
空隙を効率よく形成するのである。これは、前記貫入や
引抜き過程で攪拌混合に移行したときに、改良材の吐出
し可能な量が従来の回転運動だけの場合に対し回転運動
と共に上下動を与えた本発明方法の場合に大きく、かつ
安定して注入できたことからも確認された。また、前記
上下動の振幅を油圧シリンダー19を交換することによ
り変えて、攪拌混合における改良材の吐出し量を調べ
た。この効果、上下動および貫入や引抜き速度、地盤の
土性などにより多少変動するものの、振幅が5cm以
上、より好ましくは振幅10cmから20cmのときに
改良材の吐出し量が最も大きく、かつ安定して注入でき
た。ここで、攪拌混合とは、攪拌軸1の内部に沿って配
置された供給管が攪拌翼6の基部に設けられた吐出口に
接続しており、改良材がその吐出口から攪拌翼6により
形成される原位置土の隙間中に吐出され、攪拌翼6の回
転に伴って回転軌跡に散布されて、原位置土と強制的に
混合されることである。この操作において、改良材の吐
出しが困難になったり、吐出しがスムースに行われない
場合には直ちに造成パイルなどの品質に影響する。しか
し、本発明方法は、改良材を量的に安定して吐出するこ
とを可能にするものであるから、自ずと混合度合が良好
になり、造成パイルなどの品質的にも向上できるのであ
る。しかも、改良材を大量に使用したい場合に設計通り
に行うことができる。
As described above, as the stirring shaft 1 is rotated and moved up and down, the stirring blade 6 operates so as to form a spiral with the thickness thereof as a pitch, and a gap is formed around the stirring blade 6. It is formed efficiently. This is large in the case of the method of the present invention in which the amount of the improved material that can be discharged is vertically moved together with the rotational movement when the amount of the improved material that can be discharged is changed to the conventional rotational movement when shifting to the stirring and mixing in the penetration or drawing process. It was also confirmed by the stable injection. Further, the amplitude of the vertical movement was changed by replacing the hydraulic cylinder 19, and the discharge amount of the improving material in the stirring and mixing was examined. This effect, although it fluctuates to some extent depending on vertical movement and penetration, pulling speed, soil characteristics of the ground, etc., when the amplitude is 5 cm or more, more preferably 10 to 20 cm, the discharge amount of the improvement material is the largest and stable. I was able to inject. Here, the stirring and mixing means that a supply pipe arranged along the inside of the stirring shaft 1 is connected to a discharge port provided at the base of the stirring blade 6, and the improving material is discharged from the discharge port by the stirring blade 6. It is discharged into the gap of the formed in-situ soil, scattered along the rotation locus with the rotation of the stirring blade 6, and forcibly mixed with the in-situ soil. In this operation, it becomes difficult to discharge the improving material, and if the discharging is not performed smoothly, the quality of the formed pile or the like is immediately affected. However, since the method of the present invention enables the improved material to be stably discharged in a quantitative amount, the degree of mixing is naturally improved, and the quality of the forming pile can be improved. Moreover, when it is desired to use the improved material in a large amount, it can be performed as designed.

【0012】なお、本発明方法は、攪拌軸1を、軟弱地
盤中に貫入したり引抜く過程で、回転運動と共に所定の
振幅で上下動することを要旨とするものであり、実際の
施工では実施例の装置以外でも実施可能である。その一
例としては、図1のウエーブ発生装置8を用いない従来
装置の場合であって、オペレーターがウインチドラム4
の巻上げと巻戻し操作を繰り返し行うようにすれば所定
の振幅を形成することができる。
The method of the present invention is characterized in that the stirring shaft 1 is moved up and down with a predetermined amplitude along with the rotational movement in the process of penetrating into and pulling out from the soft ground. It is also possible to use other than the apparatus of the embodiment. As an example, in the case of the conventional device which does not use the wave generator 8 of FIG. 1, the operator operates the winch drum 4
A predetermined amplitude can be formed by repeatedly performing the winding operation and the rewinding operation.

【0013】[0013]

【発明の効果】以上説明したように、本発明の深層混合
処理方法にあっては、攪拌翼が回転運動しながら5cm
以上の振幅で上下動する結果、攪拌翼あるいは攪拌翼間
に土ないしは土塊の付着を防ぐとともに、攪拌翼の上下
位置移動によって攪拌翼の回りに空隙部を効率的に形成
し、より大量の改良材を所定流量で吐出すことができ
る。 また、本発明の深層混合処理装置によれば、従来
装置にウエーブ発生装置を付加するだけで前記方法を実
施可能となり、前記振幅を簡易構成で形成することがで
きる。
As described above, in the deep layer mixing processing method of the present invention, the stirring blade is rotated by 5 cm while rotating.
As a result of moving up and down with the above amplitude, it is possible to prevent soil or clods from adhering to the stirring blades or between the stirring blades, and to efficiently form voids around the stirring blades by moving the stirring blades up and down. The material can be discharged at a predetermined flow rate. Further, according to the deep layer mixing processing apparatus of the present invention, the method can be carried out only by adding a wave generating apparatus to the conventional apparatus, and the amplitude can be formed with a simple structure.

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

【図1】本発明方法を実施するための装置例を示す概略
構成図である。
FIG. 1 is a schematic configuration diagram showing an example of an apparatus for carrying out the method of the present invention.

【図2】前記ウエーブ発生装置部を示す図である。FIG. 2 is a view showing the wave generator unit.

【図3】本発明方法により施工するとき攪拌軸の動きを
従来との比較で示す模式図である。
FIG. 3 is a schematic view showing a movement of a stirring shaft when compared with a conventional method when the method is carried out by the method of the present invention.

【図4】前記施工過程での攪拌翼を示す模式図である。FIG. 4 is a schematic diagram showing a stirring blade in the construction process.

【符号の説明】[Explanation of symbols]

1 攪拌軸 2 アタッチメント 3 リーダー 6 攪拌翼 4 ウインチドラム 8 ウエーブ発生装置 19 油圧シリンダー 1 stirring shaft 2 attachment 3 leader 6 stirring blade 4 winch drum 8 wave generator 19 hydraulic cylinder

フロントページの続き (72)発明者 林 洋平 愛知県春日井市石尾台1の1 タウンイシ オダイ20の5 (72)発明者 前田 忠良 千葉県船橋市行田2−2−5−502 (72)発明者 磯谷 修二 茨城県古河市宮前町13−44 (72)発明者 酒井 成之 神奈川県藤沢市川名592−6Front page continuation (72) Yohei Hayashi, 1-1 Ishiodai, 1-1 Ishiodai, Kasugai-shi, Aichi 5 (20) Inventor Tadayoshi Maeda 2-2-5-502 Gyoda, Funabashi-shi, Chiba (72) Inventor Isoya Shuji 13-44, Miyamae-cho, Koga-shi, Ibaraki (72) Inventor Naruyuki Sakai 592-6 Kawana, Fujisawa-shi, Kanagawa

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 攪拌軸が、下部側に設けられる攪拌翼
と、攪拌翼の攪拌する部分に向けた吐出口を有する供給
管とを備え、前記攪拌軸を回転しつつ軟弱地盤中に貫入
したり引抜く過程で、前記攪拌翼により、前記吐出口か
ら吐出される改良材と原位置土とを混合する深層混合処
理方法において、 前記攪拌軸を、軟弱地盤中に貫入したり引抜く過程で、
5cm以上の振幅で上下動することを特徴とする深層混
合処理方法。
1. A stirrer shaft is provided with a stirrer blade provided on a lower side and a supply pipe having a discharge port toward a stirring portion of the stirrer blade, and the stirrer shaft penetrates into soft ground while rotating the stirrer shaft. In the process of pulling or pulling, in the deep layer mixing treatment method of mixing the improving material and the in-situ soil discharged from the discharge port by the stirring blade, the stirring shaft, in the process of penetrating into the soft ground or pulling out. ,
A deep layer mixing treatment method, which comprises moving up and down with an amplitude of 5 cm or more.
【請求項2】 攪拌軸の下部側に設けられる攪拌翼と、
攪拌翼の攪拌する部分に向けた吐出口を有する供給管
と、前記攪拌軸を回転する駆動モータなどからなるアタ
ッチメントを備え、前記アタッチメントを、リーダーの
上部を通りかつ巻取装置により操作されるワイャによっ
て吊り下げてなる深層混合処理装置において、 前記アタッチメントと巻取装置との間にあるワイャの部
分に、前記巻取装置とは別個にアタッチメントを5cm
以上の振幅で上下動するウエーブ発生装置を介在してな
ることを特徴とする深層混合処理装置。
2. A stirring blade provided on the lower side of the stirring shaft,
A supply pipe having a discharge port toward a stirring portion of a stirring blade, and an attachment including a drive motor for rotating the stirring shaft, the attachment passing through an upper portion of the reader and operated by a winding device. In the deep-layer mixing processing apparatus, the attachment is attached to the portion of the wire between the attachment and the winding device separately from the winding device by 5 cm.
A deep layer mixing processing apparatus, characterized in that a wave generating apparatus that moves up and down with the above amplitude is interposed.
JP29030891A 1991-10-11 1991-10-11 Deep mixing method and apparatus Expired - Fee Related JP2794356B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29030891A JP2794356B2 (en) 1991-10-11 1991-10-11 Deep mixing method and apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29030891A JP2794356B2 (en) 1991-10-11 1991-10-11 Deep mixing method and apparatus

Publications (2)

Publication Number Publication Date
JPH0598631A true JPH0598631A (en) 1993-04-20
JP2794356B2 JP2794356B2 (en) 1998-09-03

Family

ID=17754428

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29030891A Expired - Fee Related JP2794356B2 (en) 1991-10-11 1991-10-11 Deep mixing method and apparatus

Country Status (1)

Country Link
JP (1) JP2794356B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09143981A (en) * 1995-11-21 1997-06-03 Fudo Constr Co Ltd Deep layer ground processing method
JPH1161802A (en) * 1997-08-22 1999-03-05 Y B M:Kk Agitator of foundation improvement machine
US11643355B2 (en) 2016-01-12 2023-05-09 Corning Incorporated Thin thermally and chemically strengthened glass-based articles
US11697617B2 (en) 2019-08-06 2023-07-11 Corning Incorporated Glass laminate with buried stress spikes to arrest cracks and methods of making the same
US11891324B2 (en) 2014-07-31 2024-02-06 Corning Incorporated Thermally strengthened consumer electronic glass and related systems and methods
US12064938B2 (en) 2019-04-23 2024-08-20 Corning Incorporated Glass laminates having determined stress profiles and methods of making the same

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09143981A (en) * 1995-11-21 1997-06-03 Fudo Constr Co Ltd Deep layer ground processing method
JPH1161802A (en) * 1997-08-22 1999-03-05 Y B M:Kk Agitator of foundation improvement machine
US11891324B2 (en) 2014-07-31 2024-02-06 Corning Incorporated Thermally strengthened consumer electronic glass and related systems and methods
US11643355B2 (en) 2016-01-12 2023-05-09 Corning Incorporated Thin thermally and chemically strengthened glass-based articles
US12064938B2 (en) 2019-04-23 2024-08-20 Corning Incorporated Glass laminates having determined stress profiles and methods of making the same
US11697617B2 (en) 2019-08-06 2023-07-11 Corning Incorporated Glass laminate with buried stress spikes to arrest cracks and methods of making the same
US12043575B2 (en) 2019-08-06 2024-07-23 Corning Incorporated Glass laminate with buried stress spikes to arrest cracks and methods of making the same

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