JP6503047B1 - Ground improvement device - Google Patents

Ground improvement device Download PDF

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JP6503047B1
JP6503047B1 JP2017234137A JP2017234137A JP6503047B1 JP 6503047 B1 JP6503047 B1 JP 6503047B1 JP 2017234137 A JP2017234137 A JP 2017234137A JP 2017234137 A JP2017234137 A JP 2017234137A JP 6503047 B1 JP6503047 B1 JP 6503047B1
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hollow shaft
blade
view
plan
wing
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JP2019100125A (en
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伸太郎 奈良
伸太郎 奈良
信明 氏房
信明 氏房
隆太 雨甲斐
隆太 雨甲斐
佐々木 敏弘
敏弘 佐々木
藤田 秀明
秀明 藤田
希則 大西
希則 大西
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株式会社奈良重機工事
株式会社コクエイ
千代田ソイルテック株式会社
株式会社システムプランニング
株式会社 フジタ地質
株式会社 フジタ地質
株式会社オオニシ
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  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

【課題】掘削土が撹拌翼と共に回転してしまい、掘削土と固化材とが十分に撹拌されないという問題があった。
【解決手段】先端の掘削翼20で地中を掘削した土砂を現地で固化材混合しながら地中に改良体を構築する装置である。先端に固化材の吐出口11を設けた回転中空軸10と、回転中空軸10の先端近傍に、平面視では回転中空時を中心に放射方向に回転中空軸10に一体で取り付けた掘削翼20と、掘削翼20の上方に、平面視では回転中空軸10を中心に放射方向に、かつ側面視で傾斜を付けて回転中空軸10に一体で取り付けた傾斜撹拌翼30と、掘削翼20と撹拌翼との間に、平面視で回転中空軸10を中心に放射方向に、回転中空軸10に対して回転自在に取り付けた供回り防止翼とを備える。供回り防止翼の平面視の長さは掘削翼20の平面視の長さより長く、そのすべての先端は改良体の壁面に食い込んで回転中空軸10の昇降に伴って昇降するように構成する。
【選択図】図1
There is a problem that excavated soil rotates with a stirring blade and the excavated soil and solidified material are not sufficiently agitated.
The apparatus is an apparatus for constructing an improved body in the ground while mixing soil on the site with earth and sand excavated in the ground with a cutting blade 20 at the tip. A rotating hollow shaft 10 provided with a discharge port 11 of solidified material at its tip, and an excavated wing 20 integrally mounted on the rotating hollow shaft 10 in the radial direction centering around the rotating hollow in plan view in the vicinity of the tip of the rotating hollow shaft 10 And an inclined stirring blade 30 integrally attached to the rotating hollow shaft 10 with an inclination in a radial direction in a side view and a radial direction centering on the rotating hollow shaft 10 in plan view above the drilling blade 20; Between the stirring blade and the stirring blade, an anti-rotation blade rotatably attached to the rotating hollow shaft 10 in a radial direction centering on the rotating hollow shaft 10 in plan view is provided. The length in plan view of the common rotation preventing wing is longer than the length in plan view of the digging wing 20, and all the tips thereof are configured to bite into the wall surface of the improved body and ascend and descend as the rotary hollow shaft 10 moves up and down.
[Selected figure] Figure 1

Description

本発明は、地盤を削孔して排土するのではなく、現地の土砂と固化材をその位置で撹拌混合することによって地盤内に円柱状の改良体を製造する装置に関する。   The present invention relates to an apparatus for producing a columnar improved body in the ground by stirring and mixing local earth and sand and a solidifying material at that position, instead of drilling the ground and removing the soil.

従来、先端に固化材の吐出口を設けた中空ロッドと、前記中空ロッドの先端近傍に取り付けられて前記中空ロッドとともに回転する掘削翼と、該掘削翼の上方に取り付けられて前記中空ロッドとともに回転する撹拌翼と、前記掘削翼と前記撹拌翼との間の供回り防止翼とを備える地盤改良装置が知られている。
しかしながら、従来の地盤改良装置では、供回り防止翼が装備されているにも関わらず、掘削土が撹拌翼と共に回転してしまい、掘削土と固化材とが十分に撹拌されないという問題があった。
Conventionally, a hollow rod provided with a discharge port of solidified material at its tip, a digging blade attached near the tip of the hollow rod and rotated with the hollow rod, and mounted above the digging blade and rotated with the hollow rod A ground improvement device is known which comprises a stirring blade and an anti-rotation blade between the drilling blade and the stirring blade.
However, in the conventional ground improvement device, there is a problem that the excavated soil rotates with the agitating blade and the excavated soil and the solidifying material are not sufficiently agitated even though the common rotation preventing wing is equipped. .

この問題を解決する方法として、例えば特許文献1に示す地盤改良装置が知られている。
この地盤改良装置の構造は、先端に固化材の吐出口を設けた中空ロッドと、該中空ロッドの先端近傍に取り付けられて前記中空ロッドとともに回転する掘削翼と、該掘削翼の上方に取り付けられて前記中空ロッドとともに回転する撹拌翼と、前記掘削翼と前記撹拌翼との間に、前記中空ロッドに対して回転自在に取り付けられる供回り防止翼とを備える地盤改良装置であって、前記供回り防止翼は、前記掘削翼より翼長が長く前記中空ロッドを対称軸として対向する一対の突出翼と、前記掘削翼より翼長が短く前記突出翼に略直交する一対の中間翼と、によって掘削土を略均等に4分割できるように構成されることを特徴としている。
As a method of solving this problem, a ground improvement device shown, for example in patent documents 1 is known.
The structure of the ground improvement device includes a hollow rod provided with a discharge port of solidified material at its tip, a digging wing attached near the tip of the hollow rod and rotated with the hollow rod, and mounted above the digging wing A ground improvement device comprising: a stirring blade rotating together with the hollow rod; and a common rotation preventing blade rotatably attached to the hollow rod between the digging blade and the stirring blade, The anti-rotation wing has a longer blade length than the digging blade, and a pair of projecting wings opposed to each other with the hollow rod as a symmetry axis, and a pair of middle wings having a shorter blade length substantially orthogonal to the projecting wing than the drilling blade. It is characterized in that it is configured to be able to divide the excavated soil into four substantially equally.

特許第4495136号公報Patent No. 4495136

しかしながら、特許文献1記載の装置においても、やはり供回り防止翼が装備されているにも関わらず、掘削土が撹拌翼と共に回転してしまい、掘削土と固化材とが十分に撹拌されないという問題があった。   However, even in the apparatus described in Patent Document 1, the excavated soil rotates with the agitating blade even though the co-rotation preventing blade is also provided, and the excavated soil and the solidifying material are not sufficiently agitated. was there.

上記の課題を解決すべくなされた本願の第1発明は、先端の掘削翼で地中を掘削した土砂を現地で固化材と混合して、地中に改良体を構築する、地盤改良装置であって、先端に固化材の吐出口を設けてある、回転中空軸と、回転中空軸の先端近傍に、平面視して回転中空軸を中心に放射方向に回転中空軸に一体で取り付けてある、掘削翼と、掘削翼の上方に、平面視して回転中空軸を中心に放射方向に、かつ側面視して傾斜を付けるように、回転中空軸に一体で取り付けてある、傾斜撹拌翼と、掘削翼と撹拌翼との間に、平面視して回転中空軸を中心に放射方向に伸び、回転中空軸に対して回転自在に取り付けてある、供回り防止翼と、傾斜撹拌翼と供回り防止翼との間、および供回り防止翼と掘削翼との間に、平面視して回転中空軸を中心に放射方向に伸び、側面視して水平状態で回転中空軸に一体で取り付けてある、水平撹拌翼と、を少なくとも備え、供回り防止翼の平面視の長さを前記掘削翼の平面視の長さよりも長くすることで、全ての供回り防止翼の先端が、改良体の壁面に食い込んで回転中空軸の昇降に伴って昇降するように構成し、供回り防止翼の上に取り付けた水平撹拌翼と、供回り防止翼の下に取り付けた水平撹拌翼とは、平面視で重ならない位置に取り付けてあり、水平撹拌翼と供回り防止翼との間隔を、改良体の内径の略1/10としたことを特徴とする。
また、本願の第2発明は、前記第1発明において、供回り防止翼を、平面視して回転中空軸の周囲に十字状に配置し、対向する一対の供回り防止翼の先端の、改良体の壁面への食い込み深さに対し、他の対向する一対の供回り防止翼の先端の食い込み深さを半分としてあることを特徴とする
The first invention of the present application made to solve the above problems is a ground improvement device, in which soil and earth excavated in the ground with a tip drilling blade are mixed on site with a solidifying material to construct an improved body in the ground. The rotary hollow shaft and the rotary hollow shaft near the front end of the rotary hollow shaft are integrally attached to the rotary hollow shaft in the radial direction centering on the rotary hollow shaft. And an inclined stirring blade integrally attached to the rotating hollow shaft so as to incline in a radial direction and a side view around the rotating hollow shaft in plan view above the drilling blade and the drilling blade. Between the drilling blade and the stirring blade, extending radially around the rotating hollow shaft in plan view and rotatably mounted with respect to the rotating hollow shaft; Between the anti-rotation wing and between the anti-rotation wing and the digging wing, centering on the rotating hollow shaft in plan view At least a horizontal stirring blade which extends radially and is integrally attached to the rotary hollow shaft in a side view in a horizontal view, and the length in plan view of the common rotation preventing wing is the length in plan view of the digging wing By setting the tips of all the anti-rotation wings bite into the wall of the improved body and move up and down as the rotary hollow shaft moves up and down, the horizontal stirring installed on the anti-rotation wings and wings, the horizontal stirring blade mounted beneath the rotating together preventing wing, Ri Oh mounted so as not to overlap in plan view, substantially one of the distance between the horizontal stirring blade and rotating together prevent blade, the inside diameter of the improved body It is characterized by being set to / 10 .
Further, according to a second invention of the present application, in the first invention, the common rotation prevention wing is arranged in a cross shape around the rotary hollow shaft in plan view, and the tips of the pair of common rotation prevention wings are opposed. It is characterized in that the biting depth of the tip of another pair of opposing anti-rotation wings is half the biting depth to the wall surface of the body .

本発明の地盤改良装置は、次のような効果を得ることができる。
(1)回転中空軸から平面視で放射方向に取り付けた供回り防止翼は、すべての供回り防止翼の先端が改良体の地中に食い込んでおり、かつ回転中空軸に対して回転自在である。したがって回転中空軸を回転させて掘削と固化材と現地土との混合を進めてゆく場合に回転中空軸の上昇下降によって、供回り防止翼は回転せずに上昇下降だけを繰り返すことになる。そのために改良土の改良体内での移動は、回転せず、かつ先端が改良体の壁面に食い込んでいる供回り防止翼によって阻害され、改良土の供回りを阻止することができる。
(2)対向する一対の供回り防止翼の先端の、改良体の壁面への食い込み深さに対し、他の対向する一対の供回り防止翼の先端の食い込み深さを半分とすることで、回転トルクに対する出力低下や進入時の抵抗の増加を最低限に抑えつつ、供回り防止効果を十分に発揮させることができる。
(3)供回り防止翼と、その上側の水平撹拌翼との間隔、および供回り防止翼と、その下側の水平撹拌翼との間隔を、掘削翼の外径、すなわち改良体の内径の1/10とすることにより、撹拌性能を発揮しつつ、砂利層や転石を挟んでしまうことによる供回りの発生や、ビットの破損を極力防止することができる。
The ground improvement device of the present invention can obtain the following effects.
(1) The anti-corotation wing mounted in a radial direction in plan view from the rotating hollow shaft has the tips of all the anti-cowing blades biting into the ground of the improved body, and is rotatable relative to the rotating hollow shaft is there. Therefore, when the rotary hollow shaft is rotated to advance the mixing of digging and the solidifying material with the local soil, the ascent and descent of the rotary hollow shaft is not rotated but only repeated ascent and descent due to the rise and fall of the rotary hollow shaft. For this reason, the movement of the improved soil in the body of the improvement is inhibited by the anti-coover wing that does not rotate and the tip bites into the wall of the improvement body, and can prevent the turning of the improved soil.
(2) The biting depth of the tip of the other pair of anti-corotation wings is half the biting depth of the tip of the opposing pair of anti-rotation wings into the wall surface of the improved body, While the output reduction with respect to the rotational torque and the increase in the resistance at the time of approach are minimized, it is possible to sufficiently exhibit the overrun prevention effect.
(3) The distance between the common rotation preventing blade and the upper horizontal stirring blade, and the distance between the common turning preventing blade and the lower horizontal stirring blade are By setting it as 1/10, generation | occurrence | production of a roundabout by pinching a gravel layer or a rock, and breakage of a bit can be prevented as much as possible, exhibiting a stirring performance.

本発明の地盤改良装置の実施例の側面図。The side view of the example of the ground improvement device of the present invention. 本発明の地盤改良装置の実施例の平面図。The top view of the Example of the ground improvement apparatus of this invention. 地盤改良方法の説明図(1)。Explanatory drawing (1) of the ground improvement method. 地盤改良方法の説明図(2)。Explanatory drawing (2) of the ground improvement method.

以下、図面を参照しながら、本発明の地盤改良装置に係る実施形態について説明する。   Hereinafter, an embodiment according to a ground improvement device of the present invention will be described with reference to the drawings.

<1>全体構成
本発明の地盤改良装置は、先端の掘削翼20で地中を掘削した土砂を、その掘削土砂の内部に固化材を噴射して混合しながら地中に改良体Aを構築する装置である。
そのために、本発明の地盤改良装置は、図1,2に示すように、中心の回転中空軸10、回転中空軸10に取り付けた掘削翼20、供回り防止翼40、傾斜撹拌翼30、および水平撹拌翼50を少なくとも具備する。
なお、以下に「平面視」や「側面視」との表現は、本願発明の装置の回転中空軸10を鉛直に立てた場合の平面視、側面視、あるいは「水平」「傾斜」を意味する。
<1> Whole composition The ground improvement device of the present invention builds the improvement body A in the ground, mixing the earth and sand excavated the ground with the cutting blade 20 of the tip, injecting the solidifying material into the inside of the excavated earth and sand Device.
For that purpose, as shown in FIGS. 1 and 2, the ground improvement device of the present invention has a central rotating hollow shaft 10, a digging blade 20 attached to the rotating hollow shaft 10, a common rotation preventing blade 40, an inclined stirring blade 30, and At least a horizontal stirring blade 50 is provided.
In the following, the expressions "plan view" and "side view" mean plan view, side view or "horizontal" or "tilt" when the rotary hollow shaft 10 of the device of the present invention is vertically erected. .

<2>回転中空軸(図1)
回転中空軸10は中空の回転軸であり、上部に取り付けた回転機構によって軸全体が回転する構造である。
回転中空軸10の内部は中空部が貫通しており、その内部には、上端からポンプによって固化材を供給するパイプを配置してあり、このパイプの先端は回転中空軸10の先端に吐出口11として開口している。
<2> Rotating hollow shaft (Figure 1)
The rotating hollow shaft 10 is a hollow rotating shaft, and the entire shaft is rotated by a rotating mechanism attached to the top.
The hollow portion penetrates the inside of the rotary hollow shaft 10, and a pipe for supplying the solidified material from the upper end is disposed inside the hollow portion, and the tip of this pipe is a discharge port at the front end of the rotary hollow shaft 10. It is open as 11.

<3>掘削翼(図1)
回転中空軸10の先端近傍には、掘削翼20を一体で取り付ける。
掘削翼20は複数の掘削爪を取り付けた長手の部材であり、平面視では回転中空時を中心に放射方向に、側面視では直交方向に、回転中空軸10に一体で取り付ける。
<3> Drilling wing (Figure 1)
In the vicinity of the tip of the rotary hollow shaft 10, the digging wing 20 is integrally attached.
The digging wing 20 is a longitudinal member to which a plurality of digging claws are attached, and is integrally attached to the rotary hollow shaft 10 in a radial direction centering on a rotating hollow in plan view and in an orthogonal direction on a side view.

<4>傾斜撹拌翼(図1)
掘削翼20よりも上方に、平面視して回転中空軸10を中心として放射方向に、かつ側面視して35°程度の傾斜を付けて回転中空軸10に一体に板体を取り付ける。
これが傾斜撹拌翼30であり、地中で回転中空軸10と一体に回転することで、改良体Aの内部の土砂と固化材とを撹拌する機能を備えている。
<4> Inclined stirring blade (Figure 1)
A plate is attached integrally to the rotating hollow shaft 10 with an inclination of about 35 ° in the radial direction centering on the rotating hollow shaft 10 and in plan view above the digging wing 20 and in a side view.
This is the inclined stirring blade 30, and has a function of stirring the soil and the solidifying material inside the improved body A by rotating integrally with the rotary hollow shaft 10 in the ground.

<5>供回り防止翼(図1)
掘削翼20と水平撹拌翼50との間には供回り防止翼40を設ける。
まず、回転中空軸10と回転自在の回転筒41を取り付ける。
回転筒41の上下には、回転中空軸10と一体の案内リングを設ける。
その結果、回転筒41は、回転中空軸10に対して回転自在であり、かつ上下方向の移動が拘束された状態となる。
この回転筒41に対し、平面視で回転中空軸10を中心に放射方向に、板体を取り付ける。この板体が供回り防止翼40である。
<5> Common rotation prevention wing (Figure 1)
A common rotation preventing blade 40 is provided between the drilling blade 20 and the horizontal stirring blade 50.
First, the rotary hollow shaft 10 and the rotatable rotary cylinder 41 are attached.
Guide rings integral with the rotary hollow shaft 10 are provided on the upper and lower sides of the rotary cylinder 41.
As a result, the rotary cylinder 41 is rotatable with respect to the rotary hollow shaft 10, and the movement in the vertical direction is restrained.
A plate is attached to the rotary cylinder 41 in the radial direction centering on the rotary hollow shaft 10 in a plan view. This plate is the anti-rotation wing 40.

<6>供回り防止翼の長さ(図1,2)
供回り防止翼40の、回転中空軸10の中心から先端までの平面視の長さは、掘削翼20の平面視の長さより長く構成する。
そのために供回り防止翼40のすべての先端は改良体の壁面に食い込んで回転中空軸10の回転によっては回転せず、回転中空軸10の昇降に伴って昇降するように構成する。
さらに供回り防止翼40を平面視で回転中空軸10の周囲に十字状に配置した場合であるが、対向する一対の供回り防止翼40の先端の、改良体の壁面への食い込み深さと、他の対向する一対の供回り防止翼40の先端の食い込み深さを変えて構成することもできる。
例えば一対の供回り防止翼40は、翼を長くした長尺供回り防止翼40aとして、他の一対の供回り防止翼は翼の長さを多少短くした短尺供回り防止翼40bとする。
そして、図2に示すように、長尺供回り防止翼40aの先端の、壁面への食い込み深さ(突出量)L1とし、短尺供回り防止翼40bの先端の食い込み深さ(突出量)をL2としたとき、L2=L1×1/2の関係となる。
<6> Length of anti-rotation wing (Fig. 1, 2)
The length in plan view from the center to the tip of the rotary hollow shaft 10 of the common rotation preventing wing 40 is longer than the length in plan view of the digging wing 20.
For this purpose, all the tips of the common rotation preventing wing 40 bite into the wall surface of the improved body and are configured not to rotate by the rotation of the rotary hollow shaft 10 but to move up and down as the rotary hollow shaft 10 moves up and down.
Furthermore, although it is a case where the common rotation prevention wing 40 is arranged in a cross shape around the rotary hollow shaft 10 in plan view, the biting depth of the tips of the pair of common rotation prevention wings 40 opposed to the wall of the improved body; The biting depths of the tips of the other pair of counter-rotating wings 40 may be changed.
For example, the pair of anti-rotation wings 40 is a long anti-rotation wing 40 a having a long blade, and the other pair of anti-rotation wings is a short anti-rotation wing 40 b having a slightly shortened blade length.
Then, as shown in FIG. 2, the biting depth (protrusion amount) L1 of the tip of the long-size anti-rotation wing 40a into the wall surface is taken, and the biting depth (protrusion amount) of the tip of the short-size anti-rotation wing 40b is When L2 is established, the relationship of L2 = L1 × 1/2 is established.

<7>水平撹拌翼(図1)
傾斜撹拌翼30と供回り防止翼40との間、および供回り防止翼と掘削翼20との間、すなわち供回り防止翼40の上下には、平面視で回転中空軸10を中心に放射方向に、かつ側面視で水平の板体を、水平撹拌翼50として一体に取り付ける。
このように水平撹拌翼50は、供回り防止翼40の上方と下方の位置に取り付けるが、上に取り付けた水平撹拌翼50と、下に取り付けた水平撹拌翼50とは、平面視で重ならない位置に取り付ける。
ロームや粘土は、初回撹拌にて如何に細かくスライスする事が重要となるため、水平撹拌翼50によればロームや粘土を水平にスライスする効果を高めることができる。
<7> Horizontal stirrer (Figure 1)
Between the inclined stirring blade 30 and the common rotation preventing blade 40 and between the common rotation preventing blade and the excavating blade 20, that is, the upper and lower sides of the common rotation preventing blade 40, radial directions about the rotating hollow shaft 10 in plan view. And a horizontal plate in a side view are integrally attached as a horizontal stirring blade 50.
Thus, although the horizontal stirring blade 50 is attached to the upper and lower positions of the anti-rotation blade 40, the horizontal stirring blade 50 attached to the top and the horizontal stirring blade 50 attached to the bottom do not overlap in plan view Attach in position.
Since it is important for the loam and clay to be finely sliced in the first stirring, the horizontal stirring blade 50 can enhance the effect of slicing the loam and clay horizontally.

<8>水平撹拌翼の間隔(図1)
上の水平撹拌翼50と供回り防止翼40との間隔、および下の水平撹拌翼50と供回り防止翼40との間隔である、離隔距離Hは、掘削翼20の幅、すなわち改良体の内径(改良径D)の1/10程度に構成する。
このように水平撹拌翼50と供回り防止翼40との間隔(離隔距離H)を改良体径Dの1/10とすることにより、撹拌性能を発揮しつつ、砂利層や転石を挟んでしまうことによる供回りの発生や、ビットの破損を極力防止することができる。
<8> Horizontal stirring blade spacing (Figure 1)
The separation distance H, which is the distance between the upper horizontal stirring blade 50 and the common rotation preventing blade 40, and the distance between the lower horizontal stirring blade 50 and the common rotation preventing blade 40, is the width of the drilling blade 20, that is, the improvement It is configured to be about 1/10 of the inner diameter (improved diameter D).
As described above, by setting the distance (separation distance H) between the horizontal stirring blade 50 and the common rotation preventing blade 40 to 1/10 of the improved body diameter D, the gravel layer or the rolling stone is sandwiched while exhibiting the stirring performance. It is possible to prevent damage to the bit as much as possible.

<9>撹拌工程(図3)
回転中空軸10を鉛直に立てて回転を与え、先端の掘削翼20で地盤を掘削してゆく。
掘削土は外部に排出するのではなく、回転中空軸10を通して供給する固化材と撹拌して地中に円柱状の改良体を構築する工法である。
掘削翼20を正回転させて地中に侵入させ、先端から固化材を吐出すると、その上方の水平撹拌翼50、傾斜撹拌翼30が土砂と固化材を撹拌する。
その際に、特に粘性の高い土の場合には、撹拌されずに撹拌翼とともに移動を繰り返すだけになりやすい。
しかし、本願発明では、回転しない供回り防止翼のすべてが、その先端を改良体の壁面に食い込ませている。
そのために掘削翼20の下降に伴って、供回り防止翼はその先端で壁面に鉛直の縦溝を形成しつつ下降してゆく。
こうした、回転しない供回り防止翼40が地中に存在するために、地中を移動する土砂は供回り防止翼40の位置で抵抗を受けて、供回りが阻止され、固化材と十分に撹拌される。
<9> Stirring process (Fig. 3)
The rotary hollow shaft 10 is vertically erected to provide rotation, and the ground is excavated with the cutting blade 20 at the tip.
The excavated soil is not discharged to the outside, but is a method of forming a columnar improved body in the ground by stirring with a solidifying material supplied through the rotary hollow shaft 10.
When the drilling blade 20 is rotated forward to enter the ground and the solidified material is discharged from the tip, the horizontal stirring blade 50 and the inclined stirring blade 30 above it stir the earth and sand and the solidified material.
At that time, particularly in the case of a clay having a high viscosity, it is likely that the soil is not stirred but only repeated movement with the stirring blade.
However, in the present invention, all non-rotating anti-rotation wings have their tips bite into the wall of the improvement.
Therefore, as the digging wing 20 descends, the common rotation preventing wing descends while forming a vertical flute in the wall surface at its tip.
Since the non-rotating anti-rotation wing 40 exists in the ground, the earth and sand moving in the ground is resisted at the position of the anti-rotation wing 40, and the turning is prevented, and the stirring with the solidifying material is sufficiently performed. Be done.

<10>繰り返し(図4)
以上の工程を地中の一定の位置まで継続したら、そこで回転中空軸10の下降をとめ一定時間、回転を繰り返した後に、回転中空軸10を逆回転させて同様の工程で回転中空軸10を徐々に引き上げて改良体を完成させる。
<10> Repeat (Figure 4)
When the above steps are continued to a fixed position in the ground, the descent of the rotary hollow shaft 10 is stopped and rotation is repeated for a fixed time, and then the rotary hollow shaft 10 is reversely rotated to perform the same procedure. Gradually pull up to complete the improvement.

10 回転中空軸
11 吐出口
20 掘削翼
30 傾斜撹拌翼
40 供回り防止翼
40a 長尺供回り防止翼
40b 短尺供回り防止翼
41 回転筒
50 水平撹拌翼
A 改良体
L 食い込み深さ(突出量)
H 離隔距離
D 改良径
DESCRIPTION OF SYMBOLS 10 rotating hollow shaft 11 discharge port 20 drilling blade 30 inclined stirring blade 40 common rotation preventing blade 40a long common rotation preventing blade 40b short parallel rotation preventing blade 41 rotating cylinder 50 horizontal stirring blade A improvement body L improvement depth L biting depth (protrusion amount)
H Separation distance D Improved diameter

Claims (2)

先端の掘削翼で地中を掘削した土砂を現地で固化材と混合して、地中に改良体を構築する、地盤改良装置であって、
先端に固化材の吐出口を設けてある、回転中空軸と、
回転中空軸の先端近傍に、平面視して回転中空軸を中心に放射方向に回転中空軸に一体で取り付けてある、掘削翼と、
掘削翼の上方に、平面視して回転中空軸を中心に放射方向に、かつ側面視して傾斜を付けるように、回転中空軸に一体で取り付けてある、傾斜撹拌翼と、
掘削翼と撹拌翼との間に、平面視して回転中空軸を中心に放射方向に伸び、回転中空軸に対して回転自在に取り付けてある、供回り防止翼と、
傾斜撹拌翼と供回り防止翼との間、および供回り防止翼と掘削翼との間に、平面視して回転中空軸を中心に放射方向に伸び、側面視して水平状態で回転中空軸に一体で取り付けてある、水平撹拌翼と、を少なくとも備え、
供回り防止翼の平面視の長さを前記掘削翼の平面視の長さよりも長くすることで、全ての供回り防止翼の先端が、改良体の壁面に食い込んで回転中空軸の昇降に伴って昇降するように構成し、
供回り防止翼の上に取り付けた水平撹拌翼と、供回り防止翼の下に取り付けた水平撹拌翼とは、平面視で重ならない位置に取り付けてあり、
水平撹拌翼と供回り防止翼との間隔を、改良体の内径の略1/10としたことを特徴とする、
地盤改良装置。
A ground improvement device that mixes the soil excavated in the ground with the tip of the cutting blade with the solidification material on site to construct an improved body in the ground,
A rotating hollow shaft, which is provided with a discharge port for solidification material at its tip,
In the vicinity of the tip of the rotary hollow shaft, a digging wing integrally attached to the rotary hollow shaft in a radial direction about the rotary hollow shaft in plan view;
An inclined stirring blade integrally mounted on the rotating hollow shaft so as to incline in a radial direction and a side view around the rotating hollow shaft in plan view and above the drilling blade;
Between the drilling blade and the stirring blade, the anti-rotation blade extending in a radial direction centering on the rotating hollow shaft in plan view and rotatably mounted on the rotating hollow shaft;
Between the inclined stirring blade and the common rotation preventing blade, and between the common rotation preventing blade and the digging blade, it extends radially around the rotating hollow shaft in a plan view, and rotates horizontally in a horizontal view. At least a horizontal stirring blade integrally mounted on the
By making the length of the plan view of the common rotation prevention wing longer than the length of the plan view of the excavating wing, the tips of all the common rotation prevention wings bite into the wall surface of the improvement body and move up and down the rotating hollow shaft. To move up and down,
A horizontal stirring blade mounted on the rotating together preventing wing, the horizontal stirring blade mounted beneath the rotating together preventing wing, Ri Oh mounted so as not to overlap in plan view,
The distance between the horizontal stirring blade and the common rotation preventing blade is approximately 1/10 of the inner diameter of the improved body ,
Ground improvement device.
供回り防止翼を、平面視して回転中空軸の周囲に十字状に配置し、
対向する一対の供回り防止翼の先端の、改良体の壁面への食い込み深さに対し、他の対向する一対の供回り防止翼の先端の食い込み深さを半分としてあることを特徴とする、
請求項1に記載の地盤改良装置。
Place the anti-rotation wing in a cross shape around the rotating hollow shaft in plan view,
It is characterized in that the biting depth of the tip of the other pair of anti-corotation blades is half the biting depth of the tips of the pair of anti-rotation blades against the wall surface of the improved body,
The ground improvement device according to claim 1.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021093235A1 (en) * 2019-11-14 2021-05-20 青岛理工大学 External field repair device for heavy metal contaminated soil

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021093235A1 (en) * 2019-11-14 2021-05-20 青岛理工大学 External field repair device for heavy metal contaminated soil

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