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JP3569853B2 - Ground improvement method and its equipment - Google Patents
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JP3569853B2 - Ground improvement method and its equipment - Google Patents

Ground improvement method and its equipment Download PDF

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Publication number
JP3569853B2
JP3569853B2 JP32574694A JP32574694A JP3569853B2 JP 3569853 B2 JP3569853 B2 JP 3569853B2 JP 32574694 A JP32574694 A JP 32574694A JP 32574694 A JP32574694 A JP 32574694A JP 3569853 B2 JP3569853 B2 JP 3569853B2
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JP
Japan
Prior art keywords
stirring
ground
stirring shaft
shaft
tip
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
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JP32574694A
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Japanese (ja)
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JPH08184030A (en
Inventor
敏樹 石井
良三 東保
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.)
Onoda Chemico Co Ltd
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Onoda Chemico 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
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Priority to JP32574694A priority Critical patent/JP3569853B2/en
Publication of JPH08184030A publication Critical patent/JPH08184030A/en
Application granted granted Critical
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Description

【0001】
【産業上の利用分野】
この発明は地盤改良工法のうち深層混合処理工法およびその装置に関する。
【0002】
【従来の技術】
従来、地盤中に土壌と固化材とを混合して該地盤中に硬化体を造成して地盤を改良する地盤改良工法として、改良予定地盤まで攪拌軸を貫入した後に、攪拌軸の軸身に設けた攪拌翼による攪拌によって土壌とスラリー状あるいは粉末状の固化材を混合処理し、地盤中に硬固体を造成する深層混合処理工法が広く用いられている。
【0003】
【発明が解決しようとする課題】
しかし、この工法には以下の問題点がある。
▲1▼ 改良範囲の先端部に未改良部が生じること
▲2▼ 混合むらによる改良強度の不均一
▲3▼ 攪拌翼と土壌との共回りによる混合不良
▲4▼ 地盤の体積増による周辺地盤の変位
これらの問題点を解決するためにいろいろな対策が実施されている。
【0004】
上記対策のうち代表的な例を挙げれば、
▲1▼ 改良範囲の先端部に未改良部が生じることの対策として、攪拌軸の先端部に上下の固化材吐出口を設け、該吐出口を切替えて改良範囲の先端部を改良する
方法がある。
▲2▼ 混合むらによる改良強度の不均一を解消するために、攪拌翼の形状を変化さ
せて混合むらをなくす方法。
▲3▼ 攪拌翼と土壌との共回りによる混合不良の対策として共回り防止板を設けて
防止する方法。
▲4▼ 地盤の体積増による周辺地盤の変位についてはスクリューオーガで排土して
変位を抑制する方法。
などである。
しかし、これらの方法では、装置が大型化したり、機構が複雑化したりして費用もかさみ、また、土質によっては効果を発揮しない場合があり、問題を解決したとはいえない。
この発明はこれらの問題を簡易で経済的な方法で解決する地盤改良工法とその装置を提供することにある。
【0005】
【課題を解決するための手段】
上記目的を達成するため、この発明は攪拌軸を地盤中の改良予定範囲の所定深度まで貫入し、さらに、攪拌軸の先端部の攪拌翼の上下部に設けた吐出口から、同時に固化材を吐出しながら改良範囲の先端までまで攪拌軸を貫入して改良予定範囲の先端部の改良を行った後、下部吐出口からの固化材の吐出を停止し、上部吐出口のみから固化材を吐出しながら攪拌軸を回転して攪拌翼で土壌と固化材を攪拌混合しながら攪拌軸を引き上げる地盤改良工法としことである。
【0006】
また、上記地盤改良工法に用いる装置として、固化材供給路を有する攪拌軸の先端部に設置した攪拌翼の上下部に、上部吐出口および下部吐出口をそれぞれ設けるとともに、攪拌軸の外周に棒状または板状の攪拌補助部材を、所定の間隔で放射状に、当該攪拌軸の上部まで多段に取付け、また、周辺地盤に与える変位を低減させるための円板状の攪拌補助部材を、当該攪拌軸に併設した地盤改良装置に構成したことである。
【0007】
また、前記攪拌軸に併設した円盤状の攪拌補助部材が1枚以上併設されている地盤改良装置としたことである。
【0008】
【作用】
この発明による工法は攪拌軸を地盤中の改良予定範囲の所定深度まで貫入し、さらに、攪拌軸の先端部の攪拌翼の上下部に設けた吐出口から、同時に固化材を吐出しながら改良範囲の先端を改良するので、固化材が十分に行きわたり、より確実な改良ができ、引上時には、ストップバルブあるいは差圧弁などの作用により下部吐出口からの吐出を停止させるので、非常に簡易な機構で先端部の改良を行うことができる。
【0009】
また、この発明の装置は攪半軸の上部まで棒状または板状の攪半補助部材を多段に設けた構成としたので、地盤をルーズな状態とし、固化材の行きわたりがよくなり、混合むらが減少し、攪半翼と土壌との共回り現象が抑制でき、さらに、排土も行われ周辺地盤の変位を抑制できる。
また円盤状攪拌補助部材によって排土が容易となる。
【0010】
【実施例】
以下この発明の地盤改良工法の一実施例を図面に基づいて説明する。
図2はこの発明の地盤改良工法に用いる請求項2記載の地盤改良装置であり、この地盤改良装置を、ベースマシーン1のリーダー2により案内される駆動装置3によって上下動および回転可能に連結フランジ4を介して支持された攪拌軸5の先端に掘削ヘッド6を設け、該掘削ヘッド6の上方に攪拌翼7を設けるとともに該攪拌翼7の上下部に前記攪拌軸5の固化材供給路(図示せず)からの固化材を吐出する上部吐出口8および下部吐出口9をそれぞれ設け、該上下吐出口8、9から固化材を同時にまたは何れか一方のみから吐出可能に構成する。
【0011】
また前記攪拌軸5の外周に棒状の攪拌補助部材10を所定の間隔で放射状に、かつ攪拌軸の軸身の上部まで多数に取付ける。
なお棒状の攪拌補助部材10の攪拌軸5への取付けを図3(A)の様に千鳥状に配設してもよく、また図3(B)および図3(C)の様に円盤状の攪拌補助部材11を1個以上設ける。
上記攪拌軸5の棒状または細板状の攪拌補助部材10および円盤状攪拌補助部
材11の板付位置および間隔は土質性状などの施工条件で決定する。
【0012】
図2〜図3に示す地盤改良装置は攪拌軸5を単軸としてあるが、図4に示す様に攪拌軸5を2本併設した多軸に構成したものを用いてもよい。
この場合攪拌軸5、5に共回り防止板13を遊嵌状態で取り付け連結する。
なお図2中12は中間振れ止め装置である。
【0013】
上述の様に構成したこの発明の地盤改良装置を用いたこの発明の地盤改良工法について図1に基づいて説明する。
図1の(イ)に示す様にベースマシーン1を改良予定地盤A上に移動して攪拌軸5を改良位置にセットし、その状態で駆動装置3を駆動し、攪拌軸5を改良範囲の所定深度まで排土Bしながら貫入Hする(図1(ロ))。
【0014】
さらに攪拌軸5を改良範囲の所定深度まで貫入H後、固化材注入圧送ポンプ(図示せず)により、攪拌翼の上下部に設けた吐出口8および9から固化材を同時に吐出しながら前記改良範囲よりより深く回転貫入Iし、改良範囲の先端部Cに先端改良硬化体Dを形成する(図1(ハ)、(ニ))。
【0015】
次にストップバルブ(図示せず)あるいは差圧弁(図示せず)などを作動させ、下部吐出口9からの固化材の吐出を防止し、上部吐出口8からのみ固化材を土壌中に吐出しながら攪拌軸5を回転引上げ、改良硬化杭Kを造成する(図1(ニ))。
【0016】
以上の工程を繰返し、順次硬化体を造成し軟弱地盤の改良を行なう。
【0017】
【発明の効果】
この発明の装置を使用した、この発明の工法では改良範囲の予定深度まで攪拌軸を貫入後さらに撹拌翼の上下に設けた固化材吐出口より固化材を同時に吐出しながら貫入するので、改良範囲先端部も確実に改良できる。
すなわち、上部及び下部の吐出口8、9は、図1の(イ)に示すように先端部の攪拌翼7の上下位置に設けてあり、改良範囲の予定深度まで攪拌軸を貫入後、さらに攪拌翼の上下に設けた固化材吐出口8、9より固化材を同時に吐出しながら深く貫入するのであるが、図1の(ハ)に示すように上部固化材吐出口8からの上部吐出流Eを先端部Cの攪拌翼7の方向に吐出させ、下部吐出口9からの下部吐出流Fと併せて固化材が改良範囲先端部まで均一に供給され、図1の(ニ)に示すよう改良範囲先端部中に、先端部硬化体Dを造成することにより、先端部の強度も確実に確保される。

【0018】
また攪拌軸に攪拌補助部材を突設したことにより、地盤をルーズにすることで固化材と土壌との混合むらが減少し、共回り現象も抑制することができ、しかも貫入時および引上げ時にも排土が行われるから、周辺地盤の変位も抑制できる。
【0019】
しかも、この発明の工法および装置は、簡易な機構で構成されており、有効な工法および装置を得られる。
【図面の簡単な説明】
【図1】この発明の工法の施工手順の説明図である。
【図2】この発明の地盤改良工法に用いるこの発明の地盤改良装置を装備した地盤改良機の全体図である。
【図3】この発明の装置の全体図である。
【図4】攪拌軸を二軸とした要部の拡大図である。
【符号の説明】
1 ベースマシーン
2 リーダー
3 駆動装置
4 連結フランジ
5 攪拌軸
6 掘削ヘッド
7 攪拌翼
8 上部吐出口
9 下部吐出口
10 攪拌補助部材
11 円盤状攪拌補助部材
12 中間振れ止装置
13 共回り防止板
A 改良予定地盤
B 排土
C 改良範囲先端部
D 先端部改良硬化体
E 上部吐出流
F 下部吐出流
H 貫入
I 貫入注入攪拌方向
J 引上げ注入攪拌方向
K 改良硬化杭
[0001]
[Industrial applications]
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a deep mixing method and an apparatus therefor among ground improvement methods.
[0002]
[Prior art]
Conventionally, as a ground improvement method for improving the ground by forming a hardened body in the ground by mixing the soil and the solidified material in the ground, as the stirring shaft penetrates to the ground to be improved, the shaft of the stirring shaft is 2. Description of the Related Art A deep-layer mixing method of mixing a soil and a solidified material in a slurry or powder state by stirring with a stirring blade provided to form a hard solid in the ground is widely used.
[0003]
[Problems to be solved by the invention]
However, this method has the following problems.
(1) Unimproved part is formed at the tip of the improvement area (2) Non-uniformity of improvement strength due to uneven mixing (3) Poor mixing due to co-rotation of agitating blade and soil (4) Surrounding ground due to increased volume of ground Various measures have been taken to solve these problems.
[0004]
To give a typical example of the above measures,
{Circle around (1)} As a countermeasure against the occurrence of an unimproved portion at the tip of the improvement range, there is a method of providing upper and lower solidified material discharge ports at the tip of the stirring shaft and switching the discharge ports to improve the tip of the improvement range. is there.
{Circle around (2)} A method of changing the shape of the stirring blade to eliminate uneven mixing in order to eliminate uneven strength due to uneven mixing.
(3) A method of providing a counter-rotating plate as a countermeasure against poor mixing due to co-rotation of the stirring blade and soil.
(4) The displacement of the surrounding ground due to the increase in the ground volume is controlled by removing the soil with a screw auger.
And so on.
However, these methods increase the cost due to an increase in the size of the apparatus or the complexity of the mechanism, and may not be effective depending on the soil properties, and thus cannot be said to have solved the problem.
It is an object of the present invention to provide a ground improvement method and an apparatus for solving these problems by a simple and economical method.
[0005]
[Means for Solving the Problems]
In order to achieve the above object, the present invention penetrates the stirring shaft to a predetermined depth of the planned improvement range in the ground, and further, simultaneously discharges the solidified material from the discharge ports provided at the upper and lower portions of the stirring blade at the tip of the stirring shaft. After the stirrer shaft is penetrated to the end of the improvement range while discharging, and the end of the improvement area is improved, the discharge of the solidified material from the lower discharge port is stopped, and the solidified material is discharged only from the upper discharge port. The ground improvement method is to lift the stirring shaft while rotating the stirring shaft while stirring and mixing the soil and the solidified material with the stirring blade.
[0006]
In addition, as an apparatus used in the above-mentioned ground improvement method, an upper discharge port and a lower discharge port are respectively provided on upper and lower portions of a stirring blade installed at a tip end of a stirring shaft having a solidified material supply path, and a rod-like shape is provided on an outer periphery of the stirring shaft. Alternatively, plate-like stirring assist members are radially attached at predetermined intervals, in multiple stages up to the upper portion of the stirring shaft, and a disk-shaped stirring assist member for reducing displacement applied to the surrounding ground is attached to the stirring shaft. Is a ground improvement device attached to
[0007]
In addition, the present invention is a ground improvement apparatus in which one or more disk-shaped stirring assist members are provided in addition to the stirring shaft.
[0008]
[Action]
According to the method of the present invention, the agitating shaft penetrates to a predetermined depth in the ground to be improved in the ground, and further, the solidification material is simultaneously discharged from the discharge ports provided at the top and bottom of the agitating blade at the tip of the agitating shaft. The solidified material can be spread sufficiently and the solid material can be improved more reliably because the tip of the nozzle is improved.At the time of pulling up, the discharge from the lower discharge port is stopped by the action of the stop valve or differential pressure valve. The tip can be improved by a mechanism.
[0009]
Further, since the apparatus of the present invention has a configuration in which a rod-shaped or plate-shaped half-shaking auxiliary member is provided in multiple stages up to the upper part of the half-shaft, the ground is loosened, the solidified material spreads well, and mixing unevenness is improved. , The co-rotation phenomenon between the half wing and the soil can be suppressed, and furthermore, the soil is removed and the displacement of the surrounding ground can be suppressed.
In addition, the removal of the soil is facilitated by the disk-shaped stirring assist member.
[0010]
【Example】
An embodiment of the ground improvement method of the present invention will be described below with reference to the drawings.
FIG. 2 shows a ground improvement device according to claim 2 used in the ground improvement method of the present invention. The ground improvement device is connected to a driving device 3 guided by a leader 2 of a base machine 1 so as to be vertically movable and rotatable. An excavating head 6 is provided at the tip of a stirring shaft 5 supported through the extruder 4, a stirring blade 7 is provided above the cutting head 6, and a solidified material supply path of the stirring shaft 5 is provided above and below the stirring blade 7 ( An upper discharge port 8 and a lower discharge port 9 for discharging the solidified material from an unillustrated discharge port are provided, and the solidified material can be discharged from the upper and lower discharge ports 8 and 9 simultaneously or from only one of them.
[0011]
Further, a number of rod-shaped stirring assisting members 10 are attached radially at predetermined intervals to the outer periphery of the stirring shaft 5, and a number of them are attached to the upper part of the shaft of the stirring shaft.
The rod-shaped stirring assisting member 10 may be attached to the stirring shaft 5 in a staggered manner as shown in FIG. 3 (A), or as a disk as shown in FIGS. 3 (B) and 3 (C). One or more stirring assist members 11 are provided.
The sticking position and interval of the rod-like or thin plate-like stirring assisting member 10 and the disk-like stirring assisting member 11 of the stirring shaft 5 are determined by construction conditions such as soil properties.
[0012]
Although the ground improvement apparatus shown in FIGS. 2 and 3 has the stirring shaft 5 as a single shaft, a ground improvement device having two stirring shafts 5 as shown in FIG. 4 may be used.
In this case, the co-rotation preventing plate 13 is attached to the stirring shafts 5 and 5 in a loosely fitted state and connected thereto.
In FIG. 2, reference numeral 12 denotes an intermediate steady rest device.
[0013]
The ground improvement method of the present invention using the ground improvement device of the present invention configured as described above will be described with reference to FIG.
As shown in FIG. 1A, the base machine 1 is moved on the ground A to be improved, the stirring shaft 5 is set at the improved position, and the driving device 3 is driven in this state, and the stirring shaft 5 is moved to the improved range. The intrusion H is performed while discharging the soil B to a predetermined depth (FIG. 1 (b)).
[0014]
Further, after the stirring shaft 5 has penetrated H to a predetermined depth in the improvement range, the solidification material is simultaneously discharged from the discharge ports 8 and 9 provided in the upper and lower portions of the stirring blade by the solidification material injection / pump (not shown). Rotation penetrates I deeper than the range to form a tip-end hardened body D at the tip C of the improved range (FIGS. 1 (c) and (d)).
[0015]
Next, a stop valve (not shown) or a differential pressure valve (not shown) is operated to prevent the solidified material from being discharged from the lower discharge port 9, and the solidified material is discharged into the soil only from the upper discharge port 8. The stirring shaft 5 is rotated and pulled up to form an improved hardened pile K (FIG. 1 (d)).
[0016]
By repeating the above steps, a cured body is sequentially formed to improve the soft ground.
[0017]
【The invention's effect】
Using the apparatus of the present invention, in the method of the present invention, after the stirring shaft is penetrated to the planned depth of the improvement range, and the solidification material is simultaneously discharged from the solidification material discharge ports provided above and below the stirring blade, the penetration is improved. The tip can also be improved reliably.
That is, the upper and lower discharge ports 8, 9 are provided above and below the stirring blade 7 at the tip end as shown in FIG. 1A, and after penetrating the stirring shaft to the planned depth in the improvement range, Although the solidification material is simultaneously discharged from the solidification material discharge ports 8 and 9 provided above and below the stirring blade and penetrates deeply, the upper discharge flow from the upper solidification material discharge port 8 as shown in FIG. E is discharged in the direction of the stirring blade 7 at the tip C, and the solidified material is uniformly supplied to the tip of the improved range together with the lower discharge flow F from the lower discharge port 9, as shown in FIG. By forming the hardened tip portion D in the improved range tip portion, the strength of the tip portion is also ensured.

[0018]
Also, by protruding the agitating auxiliary member on the agitating shaft, the unevenness of the mixture between the solidified material and the soil is reduced by loosening the ground, the co-rotation phenomenon can be suppressed, and even when penetrating and pulling up Since the earth removal is performed, the displacement of the surrounding ground can be suppressed.
[0019]
Moreover, the method and apparatus of the present invention are constituted by a simple mechanism, and an effective method and apparatus can be obtained.
[Brief description of the drawings]
FIG. 1 is an explanatory view of a construction procedure of a construction method of the present invention.
FIG. 2 is an overall view of a ground improvement machine equipped with the ground improvement device of the present invention used in the ground improvement method of the present invention.
FIG. 3 is an overall view of the apparatus of the present invention.
FIG. 4 is an enlarged view of a main part having two stirring shafts.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Base machine 2 Leader 3 Drive 4 Connecting flange 5 Stirring shaft 6 Drilling head 7 Stirrer blade 8 Upper discharge port 9 Lower discharge port 10 Stirring auxiliary member 11 Disc-shaped stirring auxiliary member 12 Intermediate steady rest device 13 Co-rotation prevention plate A Improvement Expected ground B Discharge C Improvement area Tip D Improved tip hardened body E Upper discharge flow F Lower discharge flow H Penetration I Penetration injection stirring direction J Pulling injection stirring direction K Improved curing pile

Claims (3)

先端部に掘削ヘッドおよび攪拌翼を複数段備えた攪拌軸を回転上下動させて攪拌軸の先端部の吐出口より吐出した固化材と土壌とを攪拌混合して地盤を改良する地盤改良工法において、
攪拌軸を地盤中の改良予定範囲の所定深度まで貫入し、さらに、攪拌軸の先端部の攪拌翼の上下部に設けた吐出口から、同時に固化材を吐出しながら改良範囲の先端より深く攪拌軸を貫入して改良予定範囲の先端部中に、先端部改良硬化体を造成後、下部吐出口からの固化材の吐出を停止し、上部吐出口のみから固化材を吐出しながら攪拌軸を回転して攪拌軸で土壌と固化材とを攪拌混合しながら攪拌軸を引き上げ改良硬化体を造成することを特徴とする地盤改良工法。
A ground improvement method that improves the ground by stirring and mixing the solidified material discharged from the discharge port at the tip of the stirring shaft and the soil by rotating the stirring shaft equipped with multiple stages of excavation heads and stirring blades at the tip ,
The stirring shaft penetrates to a predetermined depth in the ground to be improved in the ground, and is further deepened from the front end of the improvement range while simultaneously discharging the solidified material from the discharge ports provided at the top and bottom of the stirring blade at the tip of the stirring shaft. After forming the hardened tip part in the tip part of the expected improvement area by penetrating the shaft, stop the discharge of the solidified material from the lower discharge port, and stir the stirring shaft while discharging the solidified material only from the upper discharge port. A ground improvement method characterized in that the agitating shaft is pulled up to form an improved hardened body while rotating and stirring and mixing the soil and the solidified material with the agitating shaft.
請求項1記載の地盤改良工法に用いる装置において、固化材供給路を有する攪拌軸の先端部に設置した攪拌翼の上下部に、上部吐出口および下部吐出口を設けるとともに、攪拌軸の外周に棒状または板状の攪拌補助部材を所定の間隔で放射状に前記攪拌軸の上部まで多段に取付け、また、周辺地盤に与える変位を低減させるための円板状の攪拌補助部材を当該攪拌軸に併設したことを特徴とする地盤改良装置。 An apparatus used in the ground improvement method according to claim 1 , wherein an upper discharge port and a lower discharge port are provided on upper and lower portions of a stirring blade installed at a tip end of a stirring shaft having a solidifying material supply passage, and the outer periphery of the stirring shaft is provided. A rod-shaped or plate-shaped stirring assisting member is radially attached at predetermined intervals to the upper portion of the stirring shaft in multiple stages, and a disk-shaped stirring assisting member is provided along with the stirring shaft to reduce displacement applied to the surrounding ground. A ground improvement device characterized by the following. 前記攪拌軸に併設した円盤状の攪拌補助部材が1枚以上併設されていることを特徴とする請求項2記載の地盤改良装置。The ground improvement apparatus according to claim 2, wherein one or more disk-shaped stirring assist members are provided in addition to the stirring shaft.
JP32574694A 1994-12-27 1994-12-27 Ground improvement method and its equipment Expired - Fee Related JP3569853B2 (en)

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JP2017137678A (en) * 2016-02-03 2017-08-10 株式会社不動テトラ Ground agitation mixing apparatus and soil improvement method
JP6198094B1 (en) * 2017-04-12 2017-09-20 五洋建設株式会社 Setting method of internal pressure relief blade
JP6274347B1 (en) * 2017-07-03 2018-02-07 五洋建設株式会社 Deep layer processing equipment using internal pressure relief blades
JP7139100B2 (en) * 2017-09-06 2022-09-20 三谷セキサン株式会社 Method for injecting solidification agent into drilled hole and drilling rod

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