JP6945355B2 - Ground agitator - Google Patents

Ground agitator Download PDF

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JP6945355B2
JP6945355B2 JP2017106391A JP2017106391A JP6945355B2 JP 6945355 B2 JP6945355 B2 JP 6945355B2 JP 2017106391 A JP2017106391 A JP 2017106391A JP 2017106391 A JP2017106391 A JP 2017106391A JP 6945355 B2 JP6945355 B2 JP 6945355B2
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ground
connecting member
excavation
stirring blade
blade
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JP2018204171A (en
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陽朗 飯田
陽朗 飯田
大三 許斐
大三 許斐
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ライト工業株式会社
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Description

本発明は、地盤攪拌装置に関するものである。 The present invention relates to a ground agitator.

従来から、地盤中に固化剤を吐出し、攪拌して地盤の性状を改良する地盤改良工法が広く知られている。この地盤改良工法には、地盤と固化剤とを攪拌混合する地盤攪拌装置が用いられている。この地盤攪拌装置は、例えば、軸心回りに回転する掘削軸と、この掘削軸の先端部から外方に延在する掘削翼と、この掘削翼の上方において掘削軸から外方に延在する攪拌翼とを主に有する。この地盤攪拌装置を用いて地盤を改良するにあたっては、掘削軸を軸心回りに回転させながら地盤に貫入し、掘削軸の先端部に備わる掘削翼によって地盤を柱状に掘削する。また、この掘削翼によって掘削された地盤(土砂)には、掘削軸の先端部等からセメントミルク等の固化剤を吐出する。この固化剤は、掘削翼の上方に備わる攪拌翼によって土砂と攪拌混合され、固化剤の硬化に伴って柱状の改良地盤(改良体)が形成される。 Conventionally, a ground improvement method is widely known in which a solidifying agent is discharged into the ground and stirred to improve the properties of the ground. In this ground improvement method, a ground stirring device that stirs and mixes the ground and the solidifying agent is used. This ground agitator extends, for example, an excavation shaft that rotates around an axis, an excavation blade that extends outward from the tip of the excavation shaft, and an excavation blade that extends outward from the excavation shaft above the excavation blade. It mainly has a stirring blade. When improving the ground using this ground agitator, the excavation shaft is rotated around the axis and penetrates into the ground, and the ground is excavated in a columnar shape by the excavation blade provided at the tip of the excavation shaft. Further, a solidifying agent such as cement milk is discharged from the tip of the excavation shaft or the like to the ground (earth and sand) excavated by the excavation blade. This solidifying agent is agitated and mixed with earth and sand by a stirring blade provided above the excavation blade, and a columnar improved ground (improved body) is formed as the solidifying agent hardens.

また、現在、地盤攪拌装置としては、複数の掘削軸が備わる多軸型の地盤攪拌装置が存在する。この多軸型の地盤攪拌装置は、軸間ピッチの違いに基づいて、相互に隣接する改良体同士が接することになる接円型と、相互に隣接する改良体同士が一部重なることになるラップ型と、相互に隣接する改良体同士が離間することになる離間型とに分類される。もっとも、現在の実施工は、接円型又はラップ型で行われるのが一般的であり、離間型で行われることはほとんどない。これは、次の理由による。 Further, at present, as a ground agitator, there is a multi-axis type ground agitator provided with a plurality of excavation shafts. In this multi-axis type ground agitator, based on the difference in the pitch between the axes, the tangential type in which the improved bodies adjacent to each other are in contact with each other and the improved bodies adjacent to each other partially overlap each other. It is classified into a wrap type and a separation type in which improved bodies adjacent to each other are separated from each other. However, the current implementation work is generally performed in a tangent circle type or a wrap type, and is rarely performed in a separated type. This is due to the following reasons.

まず、多軸型の地盤攪拌装置において、離間型による場合は、離間部分が攪拌されず、未改良になる可能性がある。また、多軸型の地盤攪拌装置においては、削孔時に軸ブレが生じないように、複数の掘削軸が連結部材(いわゆる連結バンド)で連結される。しかるに、この連結部材は、離間部分に貫入されることになるため、大きな貫入抵抗が生じる原因となる。この点、これらの問題を解決するにあたっては、特許文献1の提案を流用し、例えば、連結部材に固有の掘削翼、あるいは攪拌翼を備え付け、離間部分における掘削・攪拌の不十分さを補うということが考えられる。しかしながら、固有の掘削翼、あるいは攪拌翼を備え付けるとすると、地盤攪拌装置が極めて複雑なものになってしまう。 First, in the multi-axis type ground agitator, in the case of the separation type, the separation portion is not agitated and may be unimproved. Further, in the multi-axis type ground agitator, a plurality of excavation shafts are connected by a connecting member (so-called connecting band) so that shaft shake does not occur at the time of drilling. However, since this connecting member is penetrated into the separated portion, it causes a large penetration resistance. In this regard, in solving these problems, the proposal of Patent Document 1 is diverted, for example, an excavation blade or a stirring blade peculiar to the connecting member is provided to compensate for the insufficiency of excavation / stirring in the separated portion. Can be considered. However, if a unique excavation blade or stirring blade is provided, the ground stirring device becomes extremely complicated.

特開平7−3774号公報Japanese Unexamined Patent Publication No. 7-3774

本発明が解決しようとする主たる課題は、多軸型の地盤攪拌装置を離間型とする場合においても、離間部分が攪拌されず未改良になるといったおそれのない簡易な地盤攪拌装置を提供することにある。 A main problem to be solved by the present invention is to provide a simple ground agitator that does not cause the separated portion to be agitated and unimproved even when the multi-axis type ground agitator is a separated type. It is in.

上記課題を解決するための手段は、
軸心回りに回転する複数の掘削軸と、この複数の掘削軸を連結する連結部材と、この連結部材から下方へ突出する下側補助部材とが備わり、
この下側補助部材は、地盤切込部と、この地盤切込部及び前記連結部材の間に介在された地盤拡散部とを有し、
前記地盤切込部は、先端縁が前記連結部材の延在方向と直交する方向に延在し、
前記地盤拡散部は、前記連結部材の延在方向に関する幅が前記地盤切込部から前記連結部材に向かうに従って広がっており
前記連結部材として上側連結部材及び下側連結部材が備わり、
前記掘削軸に、前記上側連結部材及び前記下側連結部材の間に位置する第2の攪拌翼が備わり、
前記下側連結部材から下方へ前記下側補助部材が突出し、
前記上側連結部材及び前記下側連結部材を接続する中央補助部材が備わり、
この中央補助部材は、前記連結部材の延在方向に関する幅が上下方向中央部から上下方向両端部に向かうに従って広がっている、
ことを特徴とする地盤攪拌装置である。
The means to solve the above problems are
It is provided with a plurality of excavation shafts that rotate around the axis, a connecting member that connects the plurality of excavation shafts, and a lower auxiliary member that projects downward from the connecting member.
The lower auxiliary member has a ground cut portion and a ground diffusion portion interposed between the ground cut portion and the connecting member.
The ground cut portion extends in a direction in which the tip edge extends in a direction orthogonal to the extending direction of the connecting member.
The ground diffusing portion has a width about the extending direction of the connecting member is spread toward the coupling member from the ground notches,
As the connecting member, an upper connecting member and a lower connecting member are provided.
The excavation shaft is provided with a second stirring blade located between the upper connecting member and the lower connecting member.
The lower auxiliary member projects downward from the lower connecting member, and the lower auxiliary member protrudes downward.
A central auxiliary member for connecting the upper connecting member and the lower connecting member is provided.
The width of the central auxiliary member with respect to the extending direction of the connecting member increases from the central portion in the vertical direction toward both ends in the vertical direction.
It is a ground agitator characterized by this.

本発明によると、多軸型の地盤攪拌装置を離間型とする場合においても、離間部分が攪拌されず未改良になるといったおそれのない簡易な地盤攪拌装置となる。 According to the present invention, even when the multi-axis type ground agitator is a separated type, it is a simple ground agitator that does not cause the separated portion to be agitated and not improved.

地盤攪拌装置の正面図である。It is a front view of the ground agitator. 地盤攪拌装置の側面図である。It is a side view of the ground agitator. (1)は図2のX−X線矢視図、(2)は図2のY−Y線矢視図である。(1) is a view taken along the line XX of FIG. 2, and (2) is a view taken along the line YY of FIG. 補助部材の側面図である。It is a side view of an auxiliary member. 地盤(土砂)の動きを示す説明図である。It is explanatory drawing which shows the movement of the ground (earth and sand).

次に、発明を実施するための形態を説明する。なお、本形態は、本発明の一例である。本発明は、本形態の範囲に限定されない。 Next, a mode for carrying out the invention will be described. This embodiment is an example of the present invention. The present invention is not limited to the scope of this embodiment.

(掘削軸)
図1及び図2に示すように、本形態の地盤攪拌装置1は、複数の(図示例では2本の)掘削軸10を有する多軸型の地盤攪拌装置である。掘削軸10は、図示しないパワースイベル等から動力を受けて、上下方向に移動し、また軸心回りに回転する。相互に隣接する掘削軸10は、相互に逆方向に回転する。
(Excavation shaft)
As shown in FIGS. 1 and 2, the ground agitator 1 of the present embodiment is a multi-axis type ground agitator having a plurality of excavation shafts 10 (two in the illustrated example). The excavation shaft 10 receives power from a power swivel or the like (not shown), moves in the vertical direction, and rotates around the axis. The excavation shafts 10 adjacent to each other rotate in opposite directions.

(掘削刃)
掘削軸10の先端部には、一方掘削刃31a及び他方掘削刃31bからなる掘削刃31が備えられている。一方掘削刃31a及び他方掘削刃31bは、掘削軸10を中心とする半螺旋形状になっている。一方掘削刃31a及び他方掘削刃31bは、掘削軸10を中心として点対称となるように配置されている。一方掘削刃31a及び他方掘削刃31bによって、地盤Gが掘削される。
(Excavation blade)
The tip of the excavation shaft 10 is provided with an excavation blade 31 including one excavation blade 31a and the other excavation blade 31b. The excavation blade 31a on the one hand and the excavation blade 31b on the other hand have a semi-spiral shape centered on the excavation shaft 10. The excavation blade 31a on the one hand and the excavation blade 31b on the other hand are arranged so as to be point-symmetrical with respect to the excavation shaft 10. The ground G is excavated by the excavation blade 31a on the one hand and the excavation blade 31b on the other hand.

一方掘削刃31a及び他方掘削刃31bの下端部には、それぞれ下方に突出する掘削ビット31xが複数本(図示例では各3本)備えられている。掘削ビッド31xによって、地盤Gの掘削が円滑・迅速に行われる。 A plurality of excavation bits 31x (three in each of the illustrated examples) projecting downward are provided at the lower ends of the excavation blade 31a on the one hand and the excavation blade 31b on the other side. The excavation bid 31x allows the excavation of the ground G to be performed smoothly and quickly.

(掘削翼)
一方掘削刃31a及び他方掘削刃31bの上端部近傍の掘削軸10には、一方掘削翼35a及び他方掘削翼35bからなる掘削翼35が備えられている。一方掘削翼35a及び他方掘削翼35bは、それぞれ掘削軸10の外周面10aから外方へ延在する板状とされている。一方掘削翼35a及び他方掘削翼35bは、それぞれ掘削軸10を中心として点対称となるように配置されている。一方掘削翼35a及び他方掘削翼35bによって、地盤Gが掘削されると伴に攪拌される。
(Excavation wing)
The excavation shaft 10 near the upper end of the one excavation blade 31a and the other excavation blade 31b is provided with an excavation blade 35 composed of one excavation blade 35a and the other excavation blade 35b. The excavation blade 35a on the one hand and the excavation blade 35b on the other hand have a plate shape extending outward from the outer peripheral surface 10a of the excavation shaft 10, respectively. The excavation blade 35a on the one hand and the excavation blade 35b on the other hand are arranged so as to be point-symmetrical with respect to the excavation shaft 10. The excavation blade 35a on the one hand and the excavation blade 35b on the other hand agitate the ground G as it is excavated.

一方掘削翼35a及び他方掘削翼35bには、貫入時の回転方向(回転A)を基準にすると、先方側となる部位(下側縁部)が後方側となる部位(上側縁部)よりも下方に位置する所定角度の傾斜が、例えば40〜50°の傾斜が付けられている。この傾斜によって、例えば、貫入時における地盤攪拌装置1の推進力が得られる。 On the one hand excavation blade 35a and the other excavation blade 35b, based on the rotation direction (rotation A) at the time of penetration, the portion on the front side (lower edge portion) is larger than the portion on the rear side (upper edge portion). The inclination of a predetermined angle located below is, for example, 40 to 50 °. By this inclination, for example, the propulsive force of the ground stirring device 1 at the time of penetration can be obtained.

一方掘削翼35a及び他方掘削翼35bの遠位側の下側縁部には、それぞれ一方掘削翼35a及び他方掘削翼35bの傾斜に沿って突出する掘削ビット35xが複数本(図示例では各3本)設けられている。この掘削ビッド35xによって、地盤Gの掘削が円滑・迅速に行われる。 On the lower edge of the distal side of the one excavation blade 35a and the other excavation blade 35b, a plurality of excavation bits 35x protruding along the inclination of the one excavation blade 35a and the other excavation blade 35b, respectively (3 in the illustrated example). Book) is provided. The excavation bid 35x enables smooth and rapid excavation of the ground G.

一方掘削翼35a及び他方掘削翼35bは、その下側縁部が一方掘削刃31a及び他方掘削刃31bの下端縁部と平行となるように配置されている。ただし、一方掘削翼35a及び他方掘削翼35bは、一方掘削刃31a及び他方掘削刃31bよりも外方まで延在している。 The one excavation blade 35a and the other excavation blade 35b are arranged so that their lower edges are parallel to the lower end edges of the one excavation blade 31a and the other excavation blade 31b. However, the one excavation blade 35a and the other excavation blade 35b extend outward from the one excavation blade 31a and the other excavation blade 31b.

(直線攪拌翼)
一方掘削翼35a及び他方掘削翼35bよりも上方の掘削軸10には、一方直線攪拌翼41a及び他方直線攪拌翼41bからなる直線(ストレート)攪拌翼41が設けられている。一方直線攪拌翼41a及び他方直線攪拌翼41bは、それぞれ掘削軸10の外周面10aから外方へ延在する板状とされている。一方直線攪拌翼41a及び他方直線攪拌翼41bは、掘削軸10を中心として点対称となるように配置されている。一方直線攪拌翼41a及び他方直線攪拌翼41bによって、掘削刃31や掘削翼35によって掘削された地盤(土砂)Gが攪拌される。
(Linear stirring blade)
The excavation shaft 10 above the excavation blade 35a and the other excavation blade 35b is provided with a straight stirring blade 41 composed of a linear stirring blade 41a on the one hand and a linear stirring blade 41b on the other side. The linear stirring blade 41a on the one hand and the linear stirring blade 41b on the other hand have a plate shape extending outward from the outer peripheral surface 10a of the excavation shaft 10, respectively. The linear stirring blade 41a on the one hand and the linear stirring blade 41b on the other hand are arranged so as to be point-symmetrical with respect to the excavation shaft 10. The ground (earth and sand) G excavated by the excavation blade 31 and the excavation blade 35 is agitated by the linear stirring blade 41a on the one hand and the linear stirring blade 41b on the other hand.

一方直線攪拌翼41a及び他方直線攪拌翼41bも、一方掘削翼35aや他方掘削翼35bと同様に傾斜が付けられている。具体的には、貫入時の回転方向(回転A)を基準にすると、先方側となる部位(下側縁部)が後方側となる部位(上側縁部)よりも下方に位置する所定角度の傾斜が、例えば40〜50°の傾斜が付けられている。この傾斜によって、例えば、貫入時における地盤攪拌装置1の推進力が得られる。 The linear stirring blade 41a on the one hand and the linear stirring blade 41b on the other side are also inclined in the same manner as the excavation blade 35a on the one hand and the excavation blade 35b on the other side. Specifically, based on the rotation direction (rotation A) at the time of penetration, the portion on the front side (lower edge portion) is located below the portion on the rear side (upper edge portion) at a predetermined angle. The inclination is, for example, 40 to 50 °. By this inclination, for example, the propulsive force of the ground stirring device 1 at the time of penetration can be obtained.

一方直線攪拌翼41a及び他方直線攪拌翼41bは、その下側縁部が一方掘削翼35a及び他方掘削翼35bの下側縁部と平行とならないように、例えば、平面視で30〜60°の角度をもって交差するように配置されている。また、一方直線攪拌翼41a及び他方直線攪拌翼41bは、一方掘削翼35a及び他方掘削翼35bよりも若干内方まで延在している。 The linear stirring blade 41a and the other linear stirring blade 41b have, for example, 30 to 60 ° in a plan view so that their lower edges are not parallel to the lower edges of the one drilling blade 35a and the other drilling blade 35b. They are arranged so that they intersect at an angle. Further, the one linear stirring blade 41a and the other linear stirring blade 41b extend slightly inward from the one excavation blade 35a and the other excavation blade 35b.

一方直線攪拌翼41a及び他方直線攪拌翼41bの下表面の掘削軸10側には、それぞれ下方へ突出し、かつ一方直線攪拌翼41a及び他方直線攪拌翼41bの延在方向に沿う断面略方形状の凸角材41xが設けられている。この凸角材41xによって、地盤攪拌装置1を地盤Gに貫入する際の抵抗が低減される。 On the one hand, the linear stirring blade 41a and the other linear stirring blade 41b have a substantially rectangular cross section along the extending direction of the linear stirring blade 41a and the other linear stirring blade 41b, respectively, protruding downward on the drilling shaft 10 side of the lower surface. A convex square member 41x is provided. The convex lumber 41x reduces the resistance when the ground agitator 1 penetrates into the ground G.

(下側せん断板)
一方直線攪拌翼41a及び他方直線攪拌翼41bよりも上方の掘削軸10には、下側せん断板51が設けられている。下側せん断板51は、一方下側せん断板51a、他方下側せん断板51b、及び下側連結部材52からなる。一方下側せん断板51aは、一方の掘削軸10から外方へ延在する板状とされている。他方下側せん断板51bは、他方の掘削軸10から外方へ延在する板状とされている。下側連結部材52は、一対の掘削軸10を連結する部材である。一方下側せん断板51a、他方下側せん断板51b、及び下側連結部材52は、直線状に並んでいる。
(Lower shear plate)
A lower shear plate 51 is provided on the excavation shaft 10 above the linear stirring blade 41a and the other linear stirring blade 41b. The lower shear plate 51 includes one lower shear plate 51a, the other lower shear plate 51b, and a lower connecting member 52. On the other hand, the lower shear plate 51a has a plate shape extending outward from one of the excavation shafts 10. The other lower shear plate 51b has a plate shape extending outward from the other excavation shaft 10. The lower connecting member 52 is a member that connects the pair of excavation shafts 10. The lower shear plate 51a, the lower shear plate 51b, and the lower connecting member 52 are arranged in a straight line.

一方下側せん断板51a及び他方下側せん断板51bには、一方直線攪拌翼41aや他方直線攪拌翼41bのような傾斜が付けられていない。一方下側せん断板51a及び他方下側せん断板51bは、両表面が回転方向を臨んでいる。一方下側せん断板51a及び他方下側せん断板51bは、掘削軸10の外周面10aに固定されておらず、回転自在とされている。詳細には、掘削軸10の外周面10a上に軸心回りに回転自在とされた筒体51cが設けられており、この筒体51cの外周面に一方下側せん断板51a及び他方下側せん断板51bが固定されている。筒体51cは、掘削軸10の外周面10aから突出する一対のフランジ51d,51dによって軸方向への移動が阻止されている。このように一方下側せん断板51a及び他方下側せん断板51bが回転自在とされていることによって、掘削された地盤Gが緩やかにせん断され、軸方向に関する全ての部位で一体的に共回りするのが緩やかに防止される。 The lower shear plate 51a and the other lower shear plate 51b are not inclined like the one linear stirring blade 41a and the other linear stirring blade 41b. Both surfaces of the lower shear plate 51a and the other lower shear plate 51b face the rotational direction. The lower shear plate 51a and the other lower shear plate 51b are not fixed to the outer peripheral surface 10a of the excavation shaft 10 and are rotatable. Specifically, a tubular body 51c that is rotatable around the axis is provided on the outer peripheral surface 10a of the excavation shaft 10, and one lower shear plate 51a and the other lower shear are provided on the outer peripheral surface of the tubular body 51c. The plate 51b is fixed. The tubular body 51c is prevented from moving in the axial direction by a pair of flanges 51d and 51d protruding from the outer peripheral surface 10a of the excavation shaft 10. Since the one lower shear plate 51a and the other lower shear plate 51b are rotatable in this way, the excavated ground G is gently sheared and integrally rotates at all parts in the axial direction. Is slowly prevented.

(下側攪拌翼・上側攪拌翼)
下側せん断板51よりも上方の掘削軸10には、一方下側攪拌翼21a及び他方下側攪拌翼21bからなる下側攪拌翼21が設けられている。下側攪拌翼21よりも上方の掘削軸10には、一方上側攪拌翼25a及び他方上側攪拌翼25bからなる上側攪拌翼25が設けられている。下側攪拌翼21及び上側攪拌翼25は、下側攪拌翼21が回転方向の一方に曲り、上側攪拌翼25が回転方向の他方に曲がるという点で相違する。しかしながら、両攪拌翼21,25は、基本的には同一の構造とされている。そこで、以下では、下側攪拌翼21を中心に説明し、上側攪拌翼25については補足的に説明する。
(Lower stirring blade / Upper stirring blade)
The excavation shaft 10 above the lower shear plate 51 is provided with a lower stirring blade 21 composed of one lower stirring blade 21a and the other lower stirring blade 21b. The excavation shaft 10 above the lower stirring blade 21 is provided with an upper stirring blade 25 including one upper stirring blade 25a and the other upper stirring blade 25b. The lower stirring blade 21 and the upper stirring blade 25 are different in that the lower stirring blade 21 bends in one direction in the rotation direction and the upper stirring blade 25 bends in the other direction in the rotation direction. However, both stirring blades 21 and 25 basically have the same structure. Therefore, in the following, the lower stirring blade 21 will be mainly described, and the upper stirring blade 25 will be supplementarily described.

一方下側攪拌翼21a及び他方下側攪拌翼21bは、図3の(2)に示すように、掘削軸10の外周面10aから外方へ延在する。一方下側攪拌翼21a及び他方下側攪拌翼21bは、掘削軸10を中心として点対称となるように配置されている。一方下側攪拌翼21a及び他方下側攪拌翼21bは板状であり、一方掘削翼35aや他方掘削翼35b等と同様に傾斜が付けられている。詳細には、貫入時の回転方向(回転A)を基準にすると、先方側となる部位(下側縁部)が後方側となる部位(上側縁部)よりも下方に位置する所定角度の傾斜が、例えば40〜50°の傾斜が付けられている。この傾斜によって、例えば、貫入時における地盤攪拌装置1の推進力が得られる。一方下側攪拌翼21a及び他方下側攪拌翼21bによって、掘削刃31や掘削翼35によって掘削された地盤G等が攪拌される。 The one lower stirring blade 21a and the other lower stirring blade 21b extend outward from the outer peripheral surface 10a of the excavation shaft 10 as shown in FIG. 3 (2). The lower stirring blade 21a and the other lower stirring blade 21b are arranged so as to be point-symmetrical with respect to the excavation shaft 10. The lower stirring blade 21a on the one hand and the lower stirring blade 21b on the other side are plate-shaped, and are inclined in the same manner as the excavation blade 35a on the one hand and the excavation blade 35b on the other side. More specifically, based on the rotation direction (rotation A) at the time of penetration, the inclination of a predetermined angle where the front side portion (lower edge portion) is located below the rear side portion (upper edge portion). However, for example, it is inclined by 40 to 50 °. By this inclination, for example, the propulsive force of the ground stirring device 1 at the time of penetration can be obtained. The ground G and the like excavated by the excavation blade 31 and the excavation blade 35 are agitated by the lower stirring blade 21a and the other lower stirring blade 21b.

一方下側攪拌翼21a及び他方下側攪拌翼21bは、外方に向かうに従って回転方向の一方(後方)に曲がる形状とされている。したがって、掘削された地盤G等の払い出し機能が発揮され、径方向に関する攪拌ムラが確実に防止される。ここで「曲がる」とは、湾曲していることのほか、1箇所又は2箇所以上の複数箇所において屈曲していること、湾曲及び屈曲が組み合わさっていることをも含む概念である。ただし、一方下側攪拌翼21a及び他方下側攪拌翼21bは、屈曲形状である方が好ましい。図3に示す例では、攪拌翼21a,21b,25a,25bがそれぞれ2か所で屈曲している(屈曲部を符号21pで示している。)。 The lower stirring blade 21a and the other lower stirring blade 21b are shaped to bend in one (rearward) direction in the rotational direction toward the outside. Therefore, the function of discharging the excavated ground G and the like is exhibited, and uneven stirring in the radial direction is surely prevented. Here, "bending" is a concept that includes not only being curved, but also being bent at one or more than two places, and being a combination of bending and bending. However, it is preferable that the one lower stirring blade 21a and the other lower stirring blade 21b have a bent shape. In the example shown in FIG. 3, the stirring blades 21a, 21b, 25a, and 25b are bent at two places, respectively (the bent portion is indicated by reference numeral 21p).

一方上側攪拌翼25a及び他方上側攪拌翼25bは、一方下側攪拌翼21a及び他方下側攪拌翼21bと基本的に同一の構造とされている。ただし、図3の(1)に示すように、一方下側攪拌翼21a及び他方下側攪拌翼21bとは異なる方向(他方)に曲がるという点で相違している。上下に位置する下側攪拌翼21及び上側攪拌翼25が相互に異なる方向に曲がると、「一方」が払い出し機能を発揮する際に「他方」が掻き集め機能を発揮する。したがって、掘削された地盤G等の径方向への攪拌性能が向上する。 The upper stirring blade 25a and the other upper stirring blade 25b have basically the same structure as the one lower stirring blade 21a and the other lower stirring blade 21b. However, as shown in FIG. 3 (1), the difference is that one lower stirring blade 21a and the other lower stirring blade 21b bend in a different direction (the other). When the lower stirring blades 21 and the upper stirring blades 25 located above and below are bent in different directions, the "other" exerts the scraping function when the "one" exerts the payout function. Therefore, the agitation performance in the radial direction of the excavated ground G and the like is improved.

一方上側攪拌翼25a及び他方上側攪拌翼25b並びに一方下側攪拌翼21a及び他方下側攪拌翼21bは、掘削軸10から同方向に延在するように配置することもできる。ただし、異なる方向に延在するように配置するのが好ましく、図示例のように直交方向に延在するように配置するのがより好ましい。 The upper stirring blade 25a and the other upper stirring blade 25b, and the one lower stirring blade 21a and the other lower stirring blade 21b may be arranged so as to extend in the same direction from the excavation shaft 10. However, it is preferable to arrange them so as to extend in different directions, and it is more preferable to arrange them so as to extend in the orthogonal direction as shown in the illustrated example.

(上側せん断板)
下側攪拌翼21と上側攪拌翼25と間の掘削軸10には、上側せん断板55が設けられている。上側せん断板55は、前述した下側せん断板51と同様の構造とされている。具体的には、上側せん断板55は、一方上側せん断板55a、他方上側せん断板55b、及び上側連結部材53からなる。一方上側せん断板55aは、一方の掘削軸10から外方へ延在する板状とされている。他方上側せん断板55bは、他方の掘削軸10から外方へ延在する板状とされている。上側連結部材53は、一対の掘削軸10を連結している。一方上側側せん断板55a、他方上側せん断板55b、及び下側連結部材52は、直線状に並んでいる。上側連結部材53は、下側連結部材52とで地盤攪拌装置1の連結部材を構成している。上側せん断板55によって、掘削された地盤Gが緩やかにせん断され、軸方向に関する全ての部位で一体的に共回りするのが緩やかに防止される。
(Upper shear plate)
An upper shear plate 55 is provided on the excavation shaft 10 between the lower stirring blade 21 and the upper stirring blade 25. The upper shear plate 55 has the same structure as the lower shear plate 51 described above. Specifically, the upper shear plate 55 includes one upper shear plate 55a, the other upper shear plate 55b, and an upper connecting member 53. On the other hand, the upper shear plate 55a has a plate shape extending outward from one of the excavation shafts 10. The other upper shear plate 55b has a plate shape extending outward from the other excavation shaft 10. The upper connecting member 53 connects a pair of excavation shafts 10. One upper shear plate 55a, the other upper shear plate 55b, and the lower connecting member 52 are arranged in a straight line. The upper connecting member 53 and the lower connecting member 52 form a connecting member of the ground stirring device 1. The upper shear plate 55 gently shears the excavated ground G, and gently prevents the excavated ground G from rotating integrally at all parts in the axial direction.

(第2の直線攪拌翼)
上側せん断板55よりも上方の掘削軸10には、第2の一方直線攪拌翼45a及び第2の他方直線攪拌翼45bからなる第2の直線(ストレート)攪拌翼45が設けられている。この第2の一方直線攪拌翼45a及び第2の他方直線攪拌翼45bも、前述した(第1の)一方直線攪拌翼41a及び他方直線攪拌翼41bと同様の構造等とされている。第2の一方直線攪拌翼45a及び第2の他方直線攪拌翼45bによって掘削刃31や掘削翼35によって掘削された地盤G等が攪拌される。なお、符号45xは、凸角材である。
(Second linear stirring blade)
The excavation shaft 10 above the upper shear plate 55 is provided with a second straight stirring blade 45 composed of a second one-sided linear stirring blade 45a and a second other linear stirring blade 45b. The second one-sided linear stirring blade 45a and the second other linear stirring blade 45b also have the same structure as the (first) one-sided linear stirring blade 41a and the other linear stirring blade 41b described above. The excavation blade 31 and the ground G excavated by the excavation blade 35 are agitated by the second linear stirring blade 45a and the second linear stirring blade 45b. Reference numeral 45x is a convex lumber.

(軸ブレ防止ピン)
掘削軸10の先端面には、先方(下方)に向かって突出する軸ブレ防止ピン70が備えられている。本形態の地盤攪拌装置1は、下側攪拌翼21や上側攪拌翼25によって掘削された地盤G(土砂)を径方向にも攪拌する構成とされている。したがって、特に掘削軸10の貫入時においては攪拌に伴って軸ブレが生じる可能性がある。しかしながら、本形態の地盤攪拌装置1においては、軸ブレ防止ピン70が掘削されていない地盤Gに突き刺さった状態で掘削や攪拌が行われることになるため、軸ブレが防止される。
(Axle shake prevention pin)
The tip surface of the excavation shaft 10 is provided with a shaft shake prevention pin 70 that projects toward the front (downward). The ground agitation device 1 of the present embodiment is configured to agitate the ground G (earth and sand) excavated by the lower agitation blade 21 and the upper agitation blade 25 in the radial direction as well. Therefore, there is a possibility that shaft shake may occur with stirring, especially when the excavation shaft 10 is penetrated. However, in the ground agitation device 1 of the present embodiment, since the excavation and agitation are performed in a state where the shaft shake prevention pin 70 is stuck in the ground G that has not been excavated, the shaft shake is prevented.

(補助部材)
本形態の地盤攪拌装置1においては、一対のせん断板51,55に補助部材80が備えられている。補助部材80は、図1及び図4に示すように、下側補助部材(81,82)、中央補助部材83、及び上側補助部材84から主になる。
(Auxiliary member)
In the ground stirring device 1 of this embodiment, the pair of shear plates 51 and 55 are provided with the auxiliary member 80. As shown in FIGS. 1 and 4, the auxiliary member 80 is mainly composed of the lower auxiliary member (81, 82), the central auxiliary member 83, and the upper auxiliary member 84.

下側補助部材(81,82)は、下側連結部材52から下方へ突出している。下側補助部材(81,82)は、地盤切込部81及び地盤拡散部82から主になる。 The lower auxiliary members (81, 82) project downward from the lower connecting member 52. The lower auxiliary members (81, 82) mainly consist of the ground cut portion 81 and the ground diffusion portion 82.

地盤切込部81は、先端縁(下端縁)が下側連結部材52の延在方向と直交する方向(図4には、単に「直交方向」と示している。)に延在している。地盤Gに地盤攪拌装置1を貫入するに際しては、特に離間型の地盤攪拌装置1を貫入するに際しては、地盤Gから連結部材52,53に大きな負荷がかかる。しかしながら、本形態の地盤攪拌装置1においては、当該負荷が地盤切込部81によって大きく低減される。地盤切込部81は、例えば、バックホウで使用する市販の爪などで構成することができる。本形態においては、図4に示すように、バックホウ用の爪を先端縁が直列になるように2つ備えることで地盤切込部81を構成している。 The ground cut portion 81 extends in a direction in which the tip edge (lower end edge) is orthogonal to the extending direction of the lower connecting member 52 (in FIG. 4, it is simply indicated as "orthogonal direction"). .. When the ground agitation device 1 is penetrated into the ground G, particularly when the separation type ground agitation device 1 is penetrated, a large load is applied from the ground G to the connecting members 52 and 53. However, in the ground stirring device 1 of the present embodiment, the load is greatly reduced by the ground cutting portion 81. The ground cut portion 81 can be formed of, for example, a commercially available claw used in a backhoe. In this embodiment, as shown in FIG. 4, the ground cut portion 81 is formed by providing two backhoe claws so that the tip edges are in series.

地盤拡散部82は、地盤切込部81と下側連結部材52との間に介在されている。地盤拡散部82は、下側連結部材52の延在方向に関する幅が地盤切込部81から下側連結部材52に向かうに従って広がるように構成されている。このようにしてなる本形態の下側補助部材(81,82)によると、図5の(1)に示すように、地盤切込部81によって切り込まれた地盤G(土砂)が地盤拡散部82に沿って上昇する過程で掘削軸10に向かって拡散することになる。したがって、離間型の地盤攪拌装置1においても、離間部分が攪拌されず未改良になるといったおそれがない。 The ground diffusion portion 82 is interposed between the ground cut portion 81 and the lower connecting member 52. The ground diffusion portion 82 is configured so that the width of the lower connecting member 52 with respect to the extending direction increases from the ground notch 81 toward the lower connecting member 52. According to the lower auxiliary members (81, 82) of the present embodiment thus formed, as shown in (1) of FIG. 5, the ground G (earth and sand) cut by the ground cut portion 81 is the ground diffusion portion. In the process of ascending along 82, it diffuses toward the excavation shaft 10. Therefore, even in the separated type ground stirring device 1, there is no possibility that the separated portion is not agitated and is not improved.

ただし、本形態によると、離間部分の攪拌をより効果的に行うことができる。
すなわち、まず、前提として、掘削軸10に、下側連結部材52の下方に位置する第1の攪拌翼を、本形態では直線攪拌翼41を備える。そして、下側補助部材(81,82)を、第1の攪拌翼(直線攪拌翼41)の側方に至るまで突出するものとする。この形態によると、直線攪拌翼41によって攪拌された地盤G(土砂)が下側補助部材(81,82)に向かって拡散され、この拡散された土砂が地盤切込部81によって切り込まれた土砂と共に地盤拡散部82に沿って上昇し、更に掘削軸10に向かって拡散することになる。したがって、地盤(土砂)がより強く拡散されることになる。
However, according to this embodiment, the stirring of the separated portion can be performed more effectively.
That is, first, as a premise, the excavation shaft 10 is provided with a first stirring blade located below the lower connecting member 52, and in this embodiment, a linear stirring blade 41. Then, the lower auxiliary member (81, 82) is assumed to project to the side of the first stirring blade (straight stirring blade 41). According to this form, the ground G (earth and sand) agitated by the linear stirring blade 41 is diffused toward the lower auxiliary members (81, 82), and the diffused earth and sand is cut by the ground cut portion 81. It rises along the ground diffusion portion 82 together with the earth and sand, and further diffuses toward the excavation shaft 10. Therefore, the ground (earth and sand) will be diffused more strongly.

次に、中央補助部材83について説明する。中央補助部材83は、上側連結部材53と下側連結部材52とを接続する部材である。中央補助部材83によって上側連結部材53及び下側連結部材52が一体化され、連結部材52,53の強度が増す。結果、掘削軸10の軸ズレがより効果的に防止される。 Next, the central auxiliary member 83 will be described. The central auxiliary member 83 is a member that connects the upper connecting member 53 and the lower connecting member 52. The upper connecting member 53 and the lower connecting member 52 are integrated by the central auxiliary member 83, and the strength of the connecting members 52 and 53 is increased. As a result, the misalignment of the excavation shaft 10 is more effectively prevented.

本形態の中央補助部材83は、離間部分における地盤G(土砂)の攪拌効率をより向上させるために、次のような構成とされている。
まず、前提として、掘削軸10に、上側連結部材53及び下側連結部材52の間に位置する第2の攪拌翼が、本形態では下側攪拌翼21が備えられている。そして、中央補助部材83は、連結部材52,53の延在方向に関する幅が上下方向中央部から上下方向両端部(連結部材52,52)に向かうに従って広がるものとされている。この形態によると、図5の(2)に示すように、下側攪拌翼21によって払い出された地盤G(土砂)が中央補助部材83の両側面に沿って連結部材52,53に向かい、更にこの過程で掘削軸10に向かって拡散される。したがって、離間部分における地盤G(土砂)の攪拌が効果的に行われることになる。この点、以上のメカニズムから明らかなように、本形態においては、下側攪拌翼21として地盤Gの払出し機能を有する湾曲型、あるいは屈曲型の攪拌翼を採用するのが好ましい。
The central auxiliary member 83 of the present embodiment has the following configuration in order to further improve the stirring efficiency of the ground G (earth and sand) at the separated portion.
First, as a premise, the excavation shaft 10 is provided with a second stirring blade located between the upper connecting member 53 and the lower connecting member 52, and the lower stirring blade 21 in this embodiment. Then, the width of the central auxiliary member 83 with respect to the extending direction of the connecting members 52 and 53 is widened from the central portion in the vertical direction toward both end portions in the vertical direction (connecting members 52 and 52). According to this form, as shown in (2) of FIG. 5, the ground G (earth and sand) discharged by the lower stirring blade 21 heads toward the connecting members 52 and 53 along both side surfaces of the central auxiliary member 83. Further, in this process, it is diffused toward the excavation shaft 10. Therefore, the ground G (earth and sand) is effectively agitated at the separated portion. In this respect, as is clear from the above mechanism, in this embodiment, it is preferable to adopt a curved or bent type stirring blade having a function of discharging the ground G as the lower stirring blade 21.

以上のように中央補助部材83を構成するにあたっては、円柱状の部材83a,83bを正面視X字状に組み、いわゆるトラス構造(三角形の集合形式に組み立てた構造)とするのが好ましい。この形態によれば、上記した地盤G(土砂)の効果的な攪拌効果が得られる。加えて、中央補助部材83の強度が増し、結果、掘削軸10の軸ズレがより効果的に防止される。 In constructing the central auxiliary member 83 as described above, it is preferable to assemble the columnar members 83a and 83b in an X-shape in a front view to form a so-called truss structure (a structure assembled in a triangular aggregate form). According to this form, the above-mentioned effective stirring effect of the ground G (earth and sand) can be obtained. In addition, the strength of the central auxiliary member 83 is increased, and as a result, the misalignment of the excavation shaft 10 is more effectively prevented.

次に、上側補助部材84について説明する。上側補助部材84は、上側連結部材53から上方へ突出している。上側補助部材84は、図1に示すように、先端縁(上端縁)が連結部材52,53の延在方向に延在し、かつ図4に示すように、連結部材52,53の延在方向に直交する方向に関する幅が先端縁から上側連結部材53に向かうに従って広がるように構成されている。このような上側補助部材84が存在すると、地盤攪拌装置1を地盤Gから引き抜く際の連結部材52,53による抵抗(負荷)が抑制(低減)される。 Next, the upper auxiliary member 84 will be described. The upper auxiliary member 84 projects upward from the upper connecting member 53. In the upper auxiliary member 84, as shown in FIG. 1, the tip edge (upper end edge) extends in the extending direction of the connecting members 52 and 53, and as shown in FIG. 4, the connecting members 52 and 53 extend. The width in the direction orthogonal to the direction is configured to widen from the tip edge toward the upper connecting member 53. When such an upper auxiliary member 84 is present, the resistance (load) by the connecting members 52 and 53 when the ground stirring device 1 is pulled out from the ground G is suppressed (reduced).

本発明は、地盤改良工法等に用いられる地盤攪拌装置として利用可能である。 The present invention can be used as a ground agitator used in a ground improvement method or the like.

1…地盤攪拌装置、10…掘削軸、10a…外周面、21…下側攪拌翼、21a…一方下側攪拌翼、21b…他方下側攪拌翼、25…上側攪拌翼、25a…一方上側攪拌翼、25b…他方上側攪拌翼、31…掘削刃、31a…一方掘削刃、31b…他方掘削刃、31x…掘削ビット、35…掘削翼、35a…一方掘削翼、35b…他方掘削翼、35x…掘削ビット、41…直線(ストレート)攪拌翼、41a…一方直線攪拌翼、41b…他方直線攪拌翼、41x…凸角材、45…第2の直線(ストレート)攪拌翼、45a…第2の一方直線攪拌翼、45b…第2の他方直線攪拌翼、45x…凸角材、51…下側せん断板、51a…一方下側せん断板、51b…他方下側せん断板、51c…筒体、51d…フランジ、52…下側連結部材、53…上側連結部材、55…上側せん断板、55a…一方上側せん断板、55b…他方上側せん断板、70…軸ブレ防止ピン、G…地盤。 1 ... Ground agitator, 10 ... Excavation shaft, 10a ... Outer surface, 21 ... Lower stirring blade, 21a ... One lower stirring blade, 21b ... Other lower stirring blade, 25 ... Upper stirring blade, 25a ... One upper stirring blade Wings, 25b ... the other upper stirring blade, 31 ... excavation blade, 31a ... one excavation blade, 31b ... the other excavation blade, 31x ... excavation bit, 35 ... excavation blade, 35a ... one excavation blade, 35b ... the other excavation blade, 35x ... Excavation bit, 41 ... straight stirring blade, 41a ... one straight stirring blade, 41b ... other straight stirring blade, 41x ... convex square member, 45 ... second straight stirring blade, 45a ... second one straight Stirring blade, 45b ... second other linear stirring blade, 45x ... convex square member, 51 ... lower shear plate, 51a ... one lower shear plate, 51b ... other lower shear plate, 51c ... cylinder, 51d ... flange, 52 ... lower connecting member, 53 ... upper connecting member, 55 ... upper shear plate, 55a ... one upper shear plate, 55b ... other upper shear plate, 70 ... shaft shake prevention pin, G ... ground.

Claims (5)

軸心回りに回転する複数の掘削軸と、この複数の掘削軸を連結する連結部材と、この連結部材から下方へ突出する下側補助部材とが備わり、
この下側補助部材は、地盤切込部と、この地盤切込部及び前記連結部材の間に介在された地盤拡散部とを有し、
前記地盤切込部は、先端縁が前記連結部材の延在方向と直交する方向に延在し、
前記地盤拡散部は、前記連結部材の延在方向に関する幅が前記地盤切込部から前記連結部材に向かうに従って広がっており
前記連結部材として上側連結部材及び下側連結部材が備わり、
前記掘削軸に、前記上側連結部材及び前記下側連結部材の間に位置する第2の攪拌翼が備わり、
前記下側連結部材から下方へ前記下側補助部材が突出し、
前記上側連結部材及び前記下側連結部材を接続する中央補助部材が備わり、
この中央補助部材は、前記連結部材の延在方向に関する幅が上下方向中央部から上下方向両端部に向かうに従って広がっている、
ことを特徴とする地盤攪拌装置。
It is provided with a plurality of excavation shafts that rotate around the axis, a connecting member that connects the plurality of excavation shafts, and a lower auxiliary member that projects downward from the connecting member.
The lower auxiliary member has a ground cut portion and a ground diffusion portion interposed between the ground cut portion and the connecting member.
The ground cut portion extends in a direction in which the tip edge extends in a direction orthogonal to the extending direction of the connecting member.
The ground diffusing portion has a width about the extending direction of the connecting member is spread toward the coupling member from the ground notches,
As the connecting member, an upper connecting member and a lower connecting member are provided.
The excavation shaft is provided with a second stirring blade located between the upper connecting member and the lower connecting member.
The lower auxiliary member projects downward from the lower connecting member, and the lower auxiliary member protrudes downward.
A central auxiliary member for connecting the upper connecting member and the lower connecting member is provided.
The width of the central auxiliary member with respect to the extending direction of the connecting member increases from the central portion in the vertical direction toward both ends in the vertical direction.
A ground agitator characterized by this.
前記掘削軸に、前記連結部材の下方に位置する第1の攪拌翼が備わり、
この第1の攪拌翼の側方に至るまで前記下側補助部材が突出している、
請求項1に記載の地盤攪拌装置。
The excavation shaft is provided with a first stirring blade located below the connecting member.
The lower auxiliary member projects to the side of the first stirring blade.
The ground stirring device according to claim 1.
前記中央補助部材は、円柱状の部材がX字状に組まれてトラス構造とされている、
請求項1又は請求項2に記載の地盤攪拌装置。
The central auxiliary member has a truss structure in which columnar members are assembled in an X shape.
The ground stirring device according to claim 1 or 2.
前記第2の攪拌翼は、板状とされており、先方側となる部位が後方側となる部位よりも下方に位置する傾斜が付けられ、かつ外方に向かうに従って回転方向の後方に屈曲する屈曲形状とされている、
請求項1〜3のいずれか1項に記載の地盤攪拌装置。
The second stirring blade has a plate shape, is inclined so that the front side portion is located below the rear side portion, and bends rearward in the rotational direction toward the outside. It has a bent shape,
The ground stirring device according to any one of claims 1 to 3.
前記上側連結部材に、上方へ突出する上側補助部材が備わり、
この上側補助部材は、先端縁が前記連結部材の延在方向に延在し、かつ前記連結部材の延在方向に直交する方向に関する幅が前記先端縁から前記上側連結部材に向かうに従って広がっている、
請求項1〜4のいずれか1項に記載の地盤攪拌装置。
The upper connecting member is provided with an upper auxiliary member protruding upward.
The upper auxiliary member has a tip edge extending in the extending direction of the connecting member, and the width in a direction orthogonal to the extending direction of the connecting member increases from the tip edge toward the upper connecting member. ,
The ground stirring device according to any one of claims 1 to 4.
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