JP2019112892A - Ground improvement apparatus and ground improvement method - Google Patents

Ground improvement apparatus and ground improvement method Download PDF

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JP2019112892A
JP2019112892A JP2017249010A JP2017249010A JP2019112892A JP 2019112892 A JP2019112892 A JP 2019112892A JP 2017249010 A JP2017249010 A JP 2017249010A JP 2017249010 A JP2017249010 A JP 2017249010A JP 2019112892 A JP2019112892 A JP 2019112892A
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stirring
unit
ground improvement
ground
power
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JP7035518B2 (en
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山本 彰
Akira Yamamoto
山本  彰
祐樹 山田
Yuki Yamada
祐樹 山田
由貴 梅原
Yuki Umehara
由貴 梅原
高橋 真一
Shinichi Takahashi
真一 高橋
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Obayashi Corp
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Abstract

To provide a ground improvement apparatus and a ground improvement method that can perform a ground improvement by means of machine agitation without making a construction machine installed on the ground large in size.SOLUTION: The ground improvement apparatus includes a rod unit 2, an agitation unit 3 that is supported by the rod unit 2 rotatably and that has an ejection port 33 ejecting a solidification material being supplied into the ground, an agitation power unit 4 that is attached to the rod unit 2 and that drives the agitation unit 3 rotationally by means of supplied power, and a reaction force unit 5 that is attached to the rod unit 2 and that ensures reaction force against the rotation of the agitation unit 3. The agitation unit 3 includes a shaft part 31 supported by the rod unit 2 rotatably and a plurality of agitation blades 32 extending radially from the shaft part 31. The reaction force unit 5 includes a cylindrical defining frame 51 covering the agitation unit 3 and a plate-like reaction force blade 53 attached outside the cylindrical defining frame 51.SELECTED DRAWING: Figure 1

Description

本発明は、超軟弱地盤を改良する地盤改良装置及び地盤改良方法に関する。   The present invention relates to a ground improvement device and a ground improvement method for improving ultra soft ground.

従来、軟弱地盤の土にセメント等の固化体を混ぜて改良土を構築する地盤改良技術には、機械攪拌によるものと、ジェットグラウトによるものとが採用されていた(例えば、特許文献1、2参照)。   Conventionally, as ground improvement technology of mixing soil with soft ground with solidified material such as cement to construct improved soil, those by mechanical agitation and those by jet grout have been adopted (for example, Patent Documents 1 and 2) reference).

機械攪拌による地盤改良は、ロッドを地盤に挿入し、ロッドの先端に取り付けた攪拌翼を、固化材を噴出しながら回転させることで、改良地盤を造成する。また、ジェットグラウト地盤改良は、ロッドを地盤に挿入し、ロッドの先端から固化材を水平方向に高圧噴射することで改良地盤を造成する   Ground improvement by mechanical agitation inserts a rod into the ground, and creates an improved ground by rotating a stirring blade attached to the tip of the rod while ejecting a solidifying material. In addition, jet grout ground improvement creates an improved ground by inserting a rod into the ground and injecting high pressure from the tip of the rod in the horizontal direction.

特開平7−82736号公報Japanese Patent Laid-Open No. 7-82736 特開2013−147805号公報JP, 2013-147805, A

しかしながら、従来技術では、ロッドを地盤に挿入し、回転させるためのアースオーガー等の大型重機を地盤上に設置しなければならない。従って、浚渫土をポンプ圧送して埋め立て造成した超軟弱地盤を地盤改良する場合、大型重機をそのまま超軟弱地盤に載せることができず、超軟弱地盤上に載せる前に、表層に仮設の地盤改良を施して地耐力を上げる必要があるという問題点があった。仮に、大型重機を超軟弱地盤に載せた場合には、支持力が得られず重機が傾斜し転倒する、あるいは沈下で動けなくなるなどのトラブルを生じ、施工がストップしてしまう。   However, in the prior art, it is necessary to insert a rod into the ground and install a large heavy machine such as an earth auger on the ground to rotate the rod. Therefore, when the ground improvement of the ultra-soft ground constructed by pumping under pressure soil is to be improved, large heavy equipment can not be placed directly on the ultra-soft ground, and temporary ground improvement is provided on the surface before being placed on the ultra-soft ground. It is necessary to improve the bearing capacity by If a large heavy machine is placed on an extremely soft ground, the bearing capacity is not obtained, and the heavy machine is inclined and falls, or problems such as being unable to move due to settlement occur, and the construction is stopped.

また、機械攪拌は、ジェットグラウトに比べて、改良体の出来形が明確で、均質な改良体が得られると共に、施工に伴う廃棄物が比較的少なくなるというメリットがある。しかし、機械攪拌用の重機は、ロッドと攪拌翼の重量が大きく、且つロッドを回転させるためのトルクが必要なため、ジェットグラウト用の重機に比べて大型で重くなる。従って、機械攪拌による地盤改良では、ジェットグラウトに比べて、地盤改良する表層の表層改良厚を厚くしなければならない。   In addition, mechanical stirring has a merit that a finished product of the improved body is clear and a homogeneous improved body is obtained as compared with the jet grout, and the waste associated with the construction is relatively small. However, heavy machines for mechanical stirring are large in size and heavy as compared to heavy machines for jet grout because the weight of the rod and the stirring blade is large and torque for rotating the rod is required. Therefore, in the ground improvement by mechanical agitation, it is necessary to make the surface improvement thickness of the surface to be ground improved, as compared with the jet grout.

本発明は、上述した事情を考慮してなされたもので、地盤上に設置する施工機械を大型化することなく、機械攪拌による地盤改良を行うことができる地盤改良装置及び地盤改良方法を提供することを目的とする。   The present invention has been made in consideration of the above-described circumstances, and provides a ground improvement device and a ground improvement method capable of performing ground improvement by mechanical agitation without increasing the size of a construction machine installed on the ground. The purpose is

上記目的を達成するため、本発明は、ロッド部と、前記ロッド部に回転可能に支持され、供給された固化材を地盤中に噴出させる噴出口を有する攪拌部と、前記ロッド部に取り付けられ、供給された動力によって前記攪拌部を回転駆動させる攪拌動力部と、前記ロッド部に取り付けられ、前記攪拌部の回転に対する反力を確保する反力部と、を具備することを特徴とする。
さらに、本発明において、前記反力部は、前記攪拌部を覆う円筒状の画定枠と、前記画定枠の外側に取付けられた板状の反力翼とを備えていても良い。ることを特徴とする請求項1記載の地盤改良装置。
さらに、本発明において、前記攪拌部は、前記ロッド部に回転可能に支持された軸部と、
前記軸部から放射状に延びる複数の攪拌翼と、を具備し、前記噴出口は、前記攪拌翼に形成されていても良い。
さらに、本発明において、前記ロッド部の中心軸から距離が異なる複数の前記噴出口が形成されていても良い。
さらに、本発明において、前記噴出口は、前記攪拌翼の回転方向後方側に形成されていても良い。
さらに、本発明において、前記攪拌動力部は、前記攪拌部を回転駆動させる複数個の動力源を備え、複数個の動力源は、前記ロッド部の軸周りの質量分布が回転対称になるように前記ロッド部に取り付けられていても良い。
さらに、本発明において、回転により下方向もしくは上方向に進む推進力を発生させる螺旋翼と、前記ロッド部に取り付けられ、供給された動力によって前記螺旋翼を回転駆動させる推進動力部とを備えていても良い。
また、上述の地盤改良装置を用いて対象地盤を改良する地盤改良方法であって、前記ロッド部の一端に取り付けた吊り索体によって前記地盤改良装置を吊り下げる揚重機と、前記攪拌部に固化材を供給する固化材供給装置と、前記攪拌動力部に動力を供給する動力供給装置とを対象地盤上に設置し、前記揚重機によって前記吊り索体を送り出し、前記地盤改良装置を対象地盤に沈下させた状態で、前記固化材供給装置から固化材を前記攪拌部に供給すると共に、前記動力供給装置から動力を前記攪拌動力部に供給して、前記噴出口から固化材を噴出させながら前記攪拌部を回転駆動させ、固化材と土との混合によって改良体を形成させても良い。
さらに、本発明は、対象地盤に沈下させた前記地盤改良装置を前記揚重機によって引き上げながら前記改良体を形成させても良い。
さらに、本発明において、前記地盤改良装置の沈下中には、前記固化材供給装置から固化材を前記攪拌部に供給することなく、前記動力供給装置から動力を前記攪拌動力部に供給して、前記攪拌部を回転駆動させても良い。
In order to achieve the above object, according to the present invention, there is provided a rod portion, a stirring portion rotatably supported by the rod portion, and a stirring portion having a jet port for spouting the supplied solidified material into the ground; A stirring power unit that rotationally drives the stirring unit by the supplied power, and a reaction force unit that is attached to the rod unit and that secures a reaction force against the rotation of the stirring unit.
Furthermore, in the present invention, the reaction force portion may include a cylindrical demarcated frame covering the stirring portion, and a plate-like reaction force wing attached to the outside of the demarcated frame. The ground improvement device according to claim 1 characterized by things.
Furthermore, in the present invention, the stirring portion is a shaft portion rotatably supported by the rod portion;
A plurality of stirring blades extending radially from the shaft portion may be provided, and the jet nozzle may be formed in the stirring blades.
Furthermore, in the present invention, a plurality of the jet outlets different in distance from the central axis of the rod portion may be formed.
Furthermore, in the present invention, the jet nozzle may be formed on the rear side in the rotational direction of the stirring blade.
Furthermore, in the present invention, the stirring power unit includes a plurality of power sources for rotationally driving the stirring unit, and the plurality of power sources have a mass distribution around the axis of the rod portion so as to be rotationally symmetric. You may be attached to the said rod part.
Furthermore, in the present invention, a helical wing that generates a propulsive force that moves downward or upward by rotation, and a propulsion power unit that is attached to the rod portion and that rotationally drives the helical wing by the supplied power are provided. It is good.
A ground improvement method for improving a target ground using the above ground improvement device, comprising: a lifting machine for suspending the ground improvement device by a hanging rope attached to one end of the rod portion; and solidifying the stirring portion A solidifying material supply unit for supplying the material and a power supply unit for supplying power to the stirring power unit on the target ground, and the lifting rope is fed by the lifting machine to make the ground improvement device the target ground While being solidified, the solidifying material is supplied from the solidifying material supply device to the stirring unit, and power is supplied from the power supply device to the stirring power unit, and the solidifying material is jetted from the jet port. The stirring unit may be driven to rotate, and the improved body may be formed by mixing the solidified material and the soil.
Furthermore, in the present invention, the improved body may be formed while the ground improvement device sunk to the target ground is pulled up by the lifting machine.
Furthermore, in the present invention, during the settlement of the ground improvement device, power is supplied from the power supply device to the stirring power unit without supplying the solidifying material from the solidifying material supply device to the stirring unit. The stirring unit may be rotationally driven.

本発明によれば、地盤上に設置する施工機械から攪拌部3に回転駆動力を伝達させる必要がないため、地盤上に設置する施工機械を大型化することなく、機械攪拌による地盤改良を行うことができるという効果を奏する。   According to the present invention, since it is not necessary to transmit the rotational driving force from the construction machine installed on the ground to the stirring unit 3, the ground improvement by mechanical agitation is performed without increasing the size of the construction machine installed on the ground. The effect of being able to

本発明に係る地盤改良装置の第1実施形態の構成を示す上面図及び側面図である。FIG. 1 is a top view and a side view showing a configuration of a first embodiment of a ground improvement device according to the present invention. 図1に示す攪拌部の構成を示す斜視図である。It is a perspective view which shows the structure of the stirring part shown in FIG. 図1に示す攪拌翼への固化材の供給機構を示す図である。It is a figure which shows the supply mechanism of the solidification material to the stirring blade shown in FIG. 図1に示すA−A断面図及びB−B断面図である。It is AA sectional drawing and BB sectional drawing which are shown in FIG. 図1に示す地盤改良装置を用いた地盤改良方法を説明する説明図である。It is explanatory drawing explaining the ground improvement method using the ground improvement apparatus shown in FIG. 図1に示す地盤改良装置を用いた地盤改良方法を説明する説明図である。It is explanatory drawing explaining the ground improvement method using the ground improvement apparatus shown in FIG. 本発明に係る地盤改良装置の第2実施形態の構成を示す側面図である。It is a side view showing composition of a 2nd embodiment of a ground improvement device concerning the present invention. 図7に示すC−C断面図及びD−D断面図である。It is CC sectional drawing and DD sectional drawing which are shown in FIG.

以下、本発明に係る地盤改良装置の実施形態について、添付図面を参照して説明する。なお、以下の実施形態において、同様の機能を示す構成には、同一の符号を付してある。   Hereinafter, an embodiment of a ground improvement device concerning the present invention is described with reference to an accompanying drawing. In the following embodiments, the same reference numerals are given to the configurations showing the same functions.

(第1実施形態)
第1実施形態の地盤改良装置1は、地盤上に設置した重機からの回転トルクを用いることなく、浚渫土をポンプ圧送して埋め立て造成したような超軟弱地盤を機械攪拌によって地盤改良する装置である。
First Embodiment
The ground improvement device 1 according to the first embodiment is a device for ground improvement of a very soft ground such as that obtained by pumping a buried soil and constructing it by mechanical agitation without using rotational torque from heavy equipment installed on the ground. is there.

地盤改良装置1は、図1を参照すると、所定長のロッド部2と、ロッド部2に回転可能に支持された攪拌部3と、攪拌部3を回転駆動させる攪拌動力部4と、攪拌部3の回転に対する反力を確保する反力部5とを備えている。なお、図1において、(a)は上面図であり、(b)は反力部5の一部を省略した側面図である。   Referring to FIG. 1, the ground improvement device 1 includes a rod portion 2 having a predetermined length, a stirring portion 3 rotatably supported by the rod portion 2, a stirring power portion 4 for rotationally driving the stirring portion 3, and a stirring portion A reaction force unit 5 for securing a reaction force to the rotation of 3 is provided. In FIG. 1, (a) is a top view, and (b) is a side view in which a part of the reaction force portion 5 is omitted.

ロッド部2は、攪拌部を回転可能に支持すると共に、攪拌動力部4及び反力部5を少なくとも周方向の移動を規制もしくは固定した状態で支持する基体21と、基体21の上部に形成され、ワイヤーやロッド等の吊り索体6が取付けられる取付部22とを備えている。なお、吊り索体6と基体21とを溶接等で直接固定するようにしても良い。本実施の形態おいて、基体21は、円柱状もしくは円筒状で構成され、攪拌部3を周面に回転可能に支持する。なお、攪拌動力部4及び反力部5の取付け箇所では、基体21の断面形状は円形に限られることなく、軸周りの質量分布が回転対称であれば、多角形であっても良い。   The rod portion 2 is formed on an upper portion of the base 21, which rotatably supports the stirring portion and supports the stirring power portion 4 and the reaction force portion 5 in a state in which movement of at least the circumferential direction is restricted or fixed. , And a mounting portion 22 to which a hanging rope body 6 such as a wire or a rod is mounted. The hanging cord 6 and the base 21 may be directly fixed by welding or the like. In the present embodiment, the base 21 has a cylindrical or cylindrical shape, and rotatably supports the stirring unit 3 on the circumferential surface. In addition, the cross-sectional shape of the base 21 is not limited to a circular shape at the attachment portion of the stirring power unit 4 and the reaction force unit 5, and may be polygonal as long as the mass distribution around the axis is rotationally symmetric.

攪拌部3は、ロッド部2に回転可能に支持された軸部31と、軸部31から等間隔に放射状に延びる複数の攪拌翼32とを備えている。攪拌部3は、回転によって、固化材供給ホース7によって地盤上から供給される固化材と、土とを混合して改良体を形成する。なお、固化材は、セメントミルク、モルタル、合成樹脂等のグラウト(スラリー)である。固化材供給ホース7は、図1(b)に示すように、ロッド部2の基体21上部から基体21の内空部に導入され、攪拌翼32に固化材を供給する。そして、攪拌翼32は、地盤中に固化材を噴出させる固化材噴出部としても機能する。   The stirring unit 3 includes a shaft portion 31 rotatably supported by the rod portion 2 and a plurality of stirring blades 32 radially extending from the shaft portion 31 at equal intervals. Stirring portion 3 mixes the solidifying material supplied from above the ground by solidifying material supply hose 7 by rotation, and soil to form an improved body. The solidifying material is grout (slurry) of cement milk, mortar, synthetic resin or the like. The solidifying material supply hose 7 is introduced from the upper portion of the base 21 of the rod portion 2 into the inner space of the base 21 as shown in FIG. 1B, and supplies the solidifying material to the stirring blade 32. And the stirring blade 32 functions also as a solidification material injection part which makes a ground material eject a solidification material.

軸部31は、円筒状体であり、内周にロッド部2の基体21が貫装されている。そして、軸部31は、図示しない軸受機構によって基体21に回転可能に支持されている。   The shaft portion 31 is a cylindrical body, and the base 21 of the rod portion 2 is penetrated on the inner periphery. The shaft 31 is rotatably supported by the base 21 by a bearing mechanism (not shown).

攪拌翼32は、攪拌部3の回転駆動に伴って固化材と土とを混合できるのであれば、本数及び形状に制限はない。本実施形態において、攪拌翼32は、図2に示すように、円筒状の棒状体で構成されている。そして、下段、中段、上段の3段に軸部31から等間隔に放射状(法線方向)に延びる複数の攪拌翼32がそれぞれ設けられている。攪拌翼32の法線方向の長さは、下段が最も短く、上段に向かうほど徐々に長くなるように設定されている。   The number and shape of the stirring blades 32 are not limited as long as the solidifying material and the soil can be mixed as the stirring unit 3 is rotationally driven. In the present embodiment, as shown in FIG. 2, the stirring blade 32 is formed of a cylindrical rod-like body. A plurality of stirring blades 32 extending radially (in the normal direction) at equal intervals from the shaft portion 31 are respectively provided in three steps of the lower, middle and upper stages. The length in the normal direction of the agitating blade 32 is set so as to be the shortest at the lower end and gradually increase toward the upper end.

攪拌部3は、攪拌動力部4によって図1(a)及び図2に矢印Xで示す方向に回転駆動される。攪拌翼32には、地盤中に固化材を噴出する噴出口33が回転方向後方側に形成されている。これにより、攪拌翼32によって攪拌された土中に固化材を噴出することができるため、固化材と土との混合が促進される。さらに、固化材の噴出によって攪拌部3の回転駆動力を補完することができる。また、ロッド部2の中心軸から噴出口33までの距離は、下段が最も短く、上段に向かうほど徐々に長くなるように設定されている。これにより、固化材を地盤中に万遍なく噴出させることができる。なお、噴出口33は、全ての攪拌翼32に形成する必要はなく、一部の攪拌翼32のみに形成するようにしても良い。   The stirring unit 3 is rotationally driven by the stirring power unit 4 in the direction indicated by the arrow X in FIG. In the stirring blade 32, a jet port 33 for jetting a solidifying material into the ground is formed on the rear side in the rotational direction. Thereby, since the solidified material can be jetted out into the soil stirred by the stirring blade 32, the mixing of the solidified material and the soil is promoted. Furthermore, the rotational driving force of the stirring unit 3 can be complemented by the ejection of the solidifying material. Further, the distance from the central axis of the rod portion 2 to the jet 33 is set such that the lower end is the shortest, and the distance toward the upper end gradually increases. Thereby, the solidifying material can be ejected uniformly into the ground. The jets 33 do not have to be formed on all the stirring blades 32, and may be formed on only some of the stirring blades 32.

図3を参照すると、攪拌翼32の内部には、噴出口33に連通する固化材の流路34が形成されている。また、ロッド部2において、基体21の中空部には、地盤上から固化材が供給される固化材供給ホース7が配置され、基体21には、固化材供給ホース7と連通された吐出口23が形成されている。そして、軸部31の内周面には、流路34と吐出口23とを連通する連通溝35が全周に亘って形成されている。これにより、固化材供給ホース7によって地盤上から供給される固化材は、吐出口23、連通溝35及び流路34を介して噴出口33から噴出される。   Referring to FIG. 3, a flow path 34 of the solidifying material communicating with the jet port 33 is formed in the stirring blade 32. In the rod portion 2, the solidified material supply hose 7 for supplying the solidified material from above the ground is disposed in the hollow part of the base 21, and the discharge port 23 communicated with the solidified material supply hose 7 in the substrate 21. Is formed. A communication groove 35 communicating the flow passage 34 and the discharge port 23 is formed on the inner circumferential surface of the shaft portion 31 along the entire circumference. Thereby, the solidifying material supplied from above the ground by the solidifying material supply hose 7 is jetted from the jet port 33 through the discharge port 23, the communication groove 35 and the flow path 34.

攪拌動力部4は、図4のA−A断面図を参照すると、動力源41と、動力源41をロッド部2の基体21に固定する動力源固定部42とからなる。動力源41は、回転軸43を回転駆動させるモーターであり、ロッド部2の軸周りの質量分布が回転対称になるように、複数個が動力源固定部42によって基体21に固定されている。動力源41としては、油圧モーターや電動モーターを用いることができる。動力源41の動力は、超軟弱地盤上から供給し、動力源41として油圧モーターを採用する場合は、油圧ホース8を通して超軟弱地盤上から油圧エネルギーを供給する。なお、油圧ホース8は、ロッド部2の基体21内を通して動力源41と接続するように構成すると、図1(b)に示すように、油圧ホース8を固化材供給ホース7と同じようにロッド部2の基体21上部から基体21の内空部に導入させ、ホース処理を簡略化できるため、好適である。   The stirring power unit 4 includes a power source 41 and a power source fixing portion 42 for fixing the power source 41 to the base 21 of the rod portion 2 when referring to the A-A sectional view of FIG. 4. A plurality of power sources 41 are fixed to the base 21 by a power source fixing portion 42 such that the mass distribution around the axis of the rod portion 2 is rotationally symmetric. As the power source 41, a hydraulic motor or an electric motor can be used. The power of the power source 41 is supplied from the super soft ground, and when a hydraulic motor is employed as the power source 41, hydraulic energy is supplied from the super soft ground through the hydraulic hose 8. When the hydraulic hose 8 is connected to the power source 41 through the inside of the base 21 of the rod portion 2, as shown in FIG. 1 (b), the hydraulic hose 8 is a rod in the same manner as the solidifying material supply hose 7. It is preferable because it can be introduced from the top of the base 21 of the part 2 into the inner space of the base 21 to simplify the hose processing.

攪拌動力部4側の攪拌部3の軸部31には、図4にB−B断面図で示すように、内周面に内歯車36が形成された中空部37が設けられている。そして、動力源41における回転軸43の中空部37まで延出された端部には、内歯車36と噛合する平歯車44が取付けられている。これにより、動力源41により回転駆動力は、攪拌部3の軸部31に伝達され、攪拌部3が回転駆動される。   The shaft portion 31 of the stirring unit 3 on the stirring power unit 4 side is provided with a hollow portion 37 in which an internal gear 36 is formed on the inner peripheral surface, as shown by the B-B cross section in FIG. A spur gear 44 engaged with the internal gear 36 is attached to an end of the power source 41 which extends to the hollow portion 37 of the rotation shaft 43. Thereby, the rotational driving force is transmitted to the shaft portion 31 of the stirring unit 3 by the power source 41, and the stirring unit 3 is rotationally driven.

反力部5は、攪拌部3を覆い、改良体の出来形を画定させる円筒状の画定枠51と、画定枠51を基体21に固定する枠固定部52と、画定枠51の外周に取付けられ、攪拌翼32が回転して土と固化材を混合する際の反力を確保する反力翼53とを備えている。   The reaction force portion 5 covers the stirring portion 3 and is attached to the outer periphery of the frame 51, a frame fixing portion 52 for fixing the frame 51 to the base 21 and a cylindrical frame 51 for defining the finished shape of the improvement body. And the reaction blade 53 for securing a reaction force when the stirring blade 32 rotates to mix the soil and the solidifying material.

画定枠51は、枠固定部52によって軸心が基体21と同軸になるように固定されている。そして、画定枠51の内周は、攪拌翼32の回転軌跡よりも大きく、画定枠51の上下長は、少なくとも攪拌部3をカバーする長さに設定されている。これにより、攪拌部3によって固化材と土とが混合される範囲が画定枠51の内周に限定され、改良体の出来形が画定される。   The frame 51 is fixed by the frame fixing portion 52 so that the axis is coaxial with the base 21. The inner circumference of the definition frame 51 is larger than the rotation trajectory of the stirring blade 32, and the upper and lower lengths of the definition frame 51 are set to a length that covers at least the stirring portion 3. Thereby, the range in which the solidifying material and the soil are mixed by the stirring portion 3 is limited to the inner periphery of the defining frame 51, and the finished shape of the improved body is defined.

反力翼53は、画定枠51の外周に取付けられた板状体であり、板面が攪拌部3の回転方向に対して略垂直になるように配置されている。反力翼53は、ロッド部2の軸周りの質量分布が回転対称になるように、複数枚(本実施形態では、4枚)が設けられる。そして、反力翼53は、攪拌部3が回転する際に、地盤改良装置1の全体が回転しないよう十分な反力が得られる面積に設定されている。   The reaction force wing 53 is a plate-like body attached to the outer periphery of the defining frame 51, and is disposed so that the plate surface is substantially perpendicular to the rotation direction of the stirring unit 3. A plurality of (four in the present embodiment) the reactive blade 53 is provided such that the mass distribution around the axis of the rod portion 2 is rotationally symmetric. And the reaction force wing | blade 53 is set to the area from which sufficient reaction force is obtained so that the whole ground improvement apparatus 1 may not rotate, when the stirring part 3 rotates.

次に、本実施形態の地盤改良装置1を用いた地盤改良方法について図5及び図6を参照して詳細に説明する。
まず、図5(a)に示すように、地盤改良装置1を吊り下げる揚重機9と、地盤改良装置1の攪拌部3に固化材を供給する固化材供給装置10と、地盤改良装置1の攪拌動力部4に動力を供給する動力供給装置11とを超軟弱地盤上に施工機械として設置する。なお、図5及び図6において、固化材供給ホース7及び油圧ホース8の図示は省略している。
Next, the ground improvement method using the ground improvement apparatus 1 of this embodiment is demonstrated in detail with reference to FIG.5 and FIG.6.
First, as shown in FIG. 5A, a lifting machine 9 for suspending the ground improvement device 1, a solid material supply device 10 for supplying a solid material to the stirring portion 3 of the ground improvement device 1, and the ground improvement device 1. A power supply device 11 for supplying power to the stirring power unit 4 is installed as a construction machine on the super soft ground. In FIGS. 5 and 6, the solidifying material supply hose 7 and the hydraulic hose 8 are not shown.

揚重機9、固化材供給装置10及び動力供給装置11は、分散配置することができる。また、揚重機9には、地盤改良装置1を回転させる動力を必要としていないため、揚重機能のみを有する通常のクレーンを使用することができる。従って、超軟弱地盤上に設置する施工機械が軽量になるため、超軟弱地盤上に平面積の大きな板を敷設するだけで施工機械を設置可能となり、表層改良が不要となる。また、浚渫土による埋め立ての途中で、船の吃水深が得られるようであれば、船上に施工機械を積んで施工することも可能である。   The lifting machine 9, the solidified material supply device 10, and the power supply device 11 can be distributed and arranged. In addition, since the lifting machine 9 does not require a power for rotating the ground improvement device 1, a normal crane having only a lifting function can be used. Therefore, since the construction machine installed on the super soft ground becomes lightweight, the construction machine can be installed only by laying a plate having a large flat area on the ultra soft ground, and the surface layer improvement becomes unnecessary. In addition, it is possible to carry out construction by loading construction machines on the ship if it is possible to obtain the water depth of the ship in the middle of the reclamation by the dredged soil.

次に、揚重機9によって吊り索体6を送り出し、図5(b)に示すように、地盤改良装置1を自重によって超軟弱地盤中を支持層である海底地盤まで沈下させる。なお、地盤改良装置1の沈下は、固化材供給装置10から固化材を攪拌部3に供給することなく、動力供給装置11から油圧エネルギーを攪拌動力部4に供給することで、攪拌部3を回転駆動させ、超軟弱地盤を攪拌しながら行うと好適である。この場合、攪拌によって土の抵抗が軽減されるため、地盤改良装置1をスムーズに沈下させることができる。また、吊り索体6をロッドにした場合には、揚重機9によって地盤改良装置1を超軟弱地盤中に押し込むこともできる。   Next, the hanging rope body 6 is sent out by the lifting machine 9, and as shown in FIG. 5 (b), the ground improvement device 1 is made to sink to the seabed ground which is a support layer in the ultrasoft ground by its own weight. The settlement of the ground improvement device 1 is performed by supplying hydraulic energy from the power supply device 11 to the stirring power unit 4 without supplying the solidifying material from the solidifying material supply device 10 to the stirring unit 3. It is preferable to rotate and drive the super soft soil while stirring. In this case, since the resistance of the soil is reduced by the stirring, the ground improvement device 1 can be sunk smoothly. Moreover, when the hanging rope body 6 is used as a rod, the ground improvement apparatus 1 can also be stuffed into super soft ground by the lifting machine 9.

次に、揚重機9によって吊り索体6を迎え入れ、図6(a)に示すように、地盤改良装置1を引き上げながら、固化材供給装置10から固化材を攪拌部3に供給すると共に、動力供給装置11から油圧エネルギーを攪拌動力部4に供給する。これにより、攪拌部3は、固化材を噴出させながら回転駆動され、固化材と土との混合によって改良体12が形成される。改良体12は、地盤改良装置1を引き上げに伴って形成されるため、海底地盤から上方に向けて延びるように形成される。   Next, the hanging rope body 6 is received by the lifting machine 9, and as shown in FIG. 6A, while the ground improvement device 1 is pulled up, the solidifying material is supplied from the solidifying material supply device 10 to the stirring unit 3 Hydraulic energy is supplied from the supply device 11 to the stirring power unit 4. Thereby, the stirring unit 3 is rotationally driven while ejecting the solidifying material, and the improved body 12 is formed by mixing the solidifying material and the soil. Since the improvement body 12 is formed as the ground improvement device 1 is pulled up, it is formed to extend upward from the seabed ground.

また、改良体12は、反力部5の画定枠51によって画定された状態で形成される。従って、地盤改良装置1を引き上げ速度と、固化材の供給量とによって、固化材の配合量を正確に設定することができ、所望の強度を有する改良体を形成することができる。   Further, the improvement body 12 is formed in a state of being defined by the definition frame 51 of the reaction force portion 5. Accordingly, the compounding amount of the solidifying material can be accurately set by the pulling speed of the ground improvement device 1 and the supply amount of the solidifying material, and an improved body having a desired strength can be formed.

図6(b)は、地盤改良装置1を超軟弱地盤上まで引き上げ、改良体12が完成した状態が示されている。このように、超軟弱地盤上には、施工機械として、アースオーガー等の大型重機ではなく、揚重機9、固化材供給装置10及び動力供給装置11を設置するだけで、超軟弱地盤中に改良体12を構築することができる。   FIG. 6 (b) shows a state in which the ground improvement device 1 is pulled up to the supersoft ground and the improved body 12 is completed. As described above, the super soft ground is improved by installing the lifting machine 9, the solidifying material supply device 10 and the power supply device 11 instead of the large auger such as the earth auger on the ultra soft ground. Body 12 can be built.

なお、地盤改良装置1の沈下中にも改良体12を形成させることもできる。しかし、地盤改良装置1を引き上げる際に、形成させた改良体12が抵抗となるため、地盤改良装置1を沈下時と同じ軌道で引き上げることが難しくなると共に、揚重機9の大型化が必要になる。従って、上述したように、沈下中は改良体12を形成させることなく、引き上げ時のみに改良体12を形成させると良い。   The improved body 12 can also be formed during the settlement of the ground improvement device 1. However, when the ground improvement device 1 is pulled up, since the formed improved body 12 becomes a resistance, it becomes difficult to pull up the ground improvement device 1 on the same track as that at the time of settlement, and enlargement of the lifting machine 9 is necessary. Become. Therefore, as described above, it is preferable to form the improvement body 12 only at the time of pulling up without forming the improvement body 12 during the settlement.

(第2実施形態)
第2実施形態の地盤改良装置1aは、図7を参照すると、第1実施形態の地盤改良装置1の構成に加え、ロッド部2における基体21の下端部に回転可能に支持された下側推進部13と、下側推進部13を回転駆動させる下側推進動力部14と、ロッド部2における基体21の上端部に回転可能に支持された上側推進部15と、上側推進部15を回転駆動させる上側推進動力部16とを備えている。
Second Embodiment
With reference to FIG. 7, in addition to the configuration of the ground improvement device 1 of the first embodiment, the ground improvement device 1a of the second embodiment has a lower side propulsion supported rotatably at the lower end portion of the base 21 in the rod portion 2. The lower propulsion power unit 14 rotationally driving the section 13, the lower propulsion unit 13, the upper propulsion unit 15 rotatably supported at the upper end of the base 21 of the rod unit 2, and the upper propulsion unit 15 And an upper propulsion power unit 16 for driving the motor.

下側推進部13は、ロッド部2の基体21に環装された円筒状の下側軸部131と、下側軸部131の外周に取り付けられた螺旋翼132とを備えている。下側軸部131は、基体21と下側軸部131との間に設けられたベアリング等の軸受機構によって回転可能に支持されている。また、下側軸部131は、基体21から脱落しないように、軸方向の移動が規制されている。   The lower propulsion unit 13 includes a cylindrical lower shaft portion 131 annularly mounted on the base 21 of the rod portion 2, and a spiral wing 132 attached to the outer periphery of the lower shaft portion 131. The lower side shaft portion 131 is rotatably supported by a bearing mechanism such as a bearing provided between the base 21 and the lower side shaft portion 131. In addition, the movement of the lower shaft portion 131 in the axial direction is restricted so as not to come off the base 21.

螺旋翼132は、下側推進部13が回転駆動されると、その回転方向に応じて地盤改良装置1aが下方向もしくは上方向に進む推進力を発生させる。   When the lower propulsion unit 13 is rotationally driven, the spiral wing 132 generates a propulsive force that the ground improvement device 1a advances downward or upward according to the rotation direction.

下側推進動力部14は、図8のC−C断面図を参照すると、動力源141と、動力源141をロッド部2の基体21に固定する動力源固定部142とからなる。動力源141は、回転軸143を回転駆動させるモーターであり、ロッド部2の軸周りの質量分布が回転対称になるように、複数個が動力源固定部142によって基体21に固定されている。動力源141としては、油圧モーターや電動モーターを用いることができる。動力源141の動力は、超軟弱地盤上から供給し、動力源141として油圧モーターを採用する場合は、図示しない油圧ホースを通して超軟弱地盤上から油圧エネルギーを供給する。   The lower propulsion power unit 14 includes a power source 141 and a power source fixing portion 142 for fixing the power source 141 to the base 21 of the rod portion 2 when referring to the cross-sectional view of FIG. A plurality of power sources 141 are fixed to the base 21 by a power source fixing portion 142 so that the mass distribution around the axis of the rod portion 2 is rotationally symmetric. As the power source 141, a hydraulic motor or an electric motor can be used. The power of the power source 141 is supplied from the super soft ground, and when a hydraulic motor is used as the power source 141, hydraulic energy is supplied from the super soft ground through a hydraulic hose (not shown).

下側推進部13の下側軸部131は、下側推進動力部14に延出しており、その端部には、図8に示すように、平歯車133が形成されている。動力源141における回転軸143には、平歯車133と噛合する平歯車144が取付けられている。これにより、動力源141の回転駆動力は、下側推進部13の下側軸部131に伝達され、下側推進部13が回転駆動される。   The lower shaft portion 131 of the lower propulsion unit 13 extends to the lower propulsion power unit 14, and a spur gear 133 is formed at its end as shown in FIG. A spur gear 144 engaged with the spur gear 133 is attached to the rotation shaft 143 of the power source 141. Thus, the rotational drive force of the power source 141 is transmitted to the lower shaft portion 131 of the lower propulsion unit 13, and the lower propulsion unit 13 is rotationally driven.

上側推進部15は、ロッド部2の基体21に環装された円筒状の上側軸部151と、上側軸部151の外周に取り付けられた螺旋翼152とを備えている。上側軸部151は、基体21と上側軸部151との間に設けられたベアリング等の軸受機構によって回転可能に支持されている。また、上側軸部151は、基体21から脱落しないように、軸方向の移動が規制されている。   The upper propulsion unit 15 includes a cylindrical upper shaft 151 annularly mounted on the base 21 of the rod 2 and a spiral wing 152 attached to the outer periphery of the upper shaft 151. The upper shaft portion 151 is rotatably supported by a bearing mechanism such as a bearing provided between the base 21 and the upper shaft portion 151. Further, the movement of the upper shaft portion 151 in the axial direction is restricted so as not to come off the base 21.

螺旋翼152は、上側推進部15が回転駆動されると、その回転方向に応じて地盤改良装置1aが下方向もしくは上方向に進む推進力を発生させる。   When the upper propulsion unit 15 is rotationally driven, the spiral wing 152 generates a propulsion force that causes the ground improvement device 1a to move downward or upward according to the rotation direction.

上側推進動力部16は、図8のD−D断面図を参照すると、動力源161と、動力源161をロッド部2の基体21に固定する動力源固定部162とからなる。動力源161は、回転軸163を回転駆動させるモーターであり、ロッド部2の軸周りの質量分布が回転対称になるように、複数個が動力源固定部162によって基体21に固定されている。動力源161としては、油圧モーターや電動モーターを用いることができる。動力源161の動力は、超軟弱地盤上から供給し、動力源161として油圧モーターを採用する場合は、図示しない油圧ホースを通して超軟弱地盤上から油圧エネルギーを供給する。   The upper propulsion power unit 16 is composed of a power source 161 and a power source fixing portion 162 for fixing the power source 161 to the base 21 of the rod portion 2 with reference to the D-D sectional view of FIG. A plurality of power sources 161 are fixed to the base 21 by a power source fixing portion 162 so that the mass distribution around the axis of the rod portion 2 becomes rotationally symmetric. As the power source 161, a hydraulic motor or an electric motor can be used. The power of the power source 161 is supplied from the super soft ground, and when a hydraulic motor is used as the power source 161, hydraulic energy is supplied from the super soft ground through a hydraulic hose (not shown).

上側推進部15の上側軸部151は、上側推進動力部16に延出しており、その端部には、図8に示すように、平歯車153が形成されている。動力源161における回転軸163には、平歯車153と噛合する平歯車164が取付けられている。これにより、動力源161の回転駆動力は、上側推進部15の上側軸部151に伝達され、上側推進部15が回転駆動される。   The upper shaft portion 151 of the upper propulsion unit 15 extends to the upper propulsion power unit 16, and a spur gear 153 is formed at an end portion thereof as shown in FIG. A spur gear 164 meshing with the spur gear 153 is attached to the rotation shaft 163 of the power source 161. Thereby, the rotational drive force of the power source 161 is transmitted to the upper shaft portion 151 of the upper propulsion unit 15, and the upper propulsion unit 15 is rotationally driven.

これにより、地盤改良装置1aの沈下時には、下側推進部13及び上側推進部15の回転によって、下方向に進む推進力を発生させ、引き上げ時には、下側推進部13及び上側推進部15の逆回転によって、上方向に進む推進力を発生させることができる。従って、地盤改良装置1aの沈下をスムーズに行うことができると共に、より小型の揚重機9を採用することができる。   As a result, when the ground improvement device 1a is sunk, the downward propelling portion 13 and the upper propelling portion 15 are rotated to generate a propelling force that travels downward, and when pulling up, the reverse of the lower propelling portion 13 and the upper propelling portion 15 The rotation can generate an upward thrust. Accordingly, the ground improvement device 1a can be sunk smoothly, and a smaller lifting machine 9 can be employed.

なお、地盤改良装置1aでは、下側推進部13及び上側推進部15を設けたが、下側推進部13と上側推進部15とのいずれかを設けるようにしても良い。また、動力源161は、攪拌部3を回転駆動する攪拌動力部4の動力源固定部42を用いてロッド部2の基体21に固定しても良い。   Although the lower propulsion unit 13 and the upper propulsion unit 15 are provided in the ground improvement device 1a, either the lower propulsion unit 13 or the upper propulsion unit 15 may be provided. Further, the power source 161 may be fixed to the base 21 of the rod portion 2 by using the power source fixing portion 42 of the stirring power portion 4 which rotationally drives the stirring portion 3.

以上説明したように、本実施形態は、ロッド部2と、ロッド部2に回転可能に支持され、供給された固化材を地盤中に噴出させる噴出口33を有する攪拌部3と、ロッド部2に取り付けられ、供給された動力によって攪拌部3を回転駆動させる攪拌動力部4と、ロッド部2に取り付けられ、攪拌部3の回転に対する反力を確保する反力部5とを備えている。
この構成により、地盤上に設置する施工機械から攪拌部3に回転駆動力を伝達させる必要がないため、地盤上に設置する施工機械を大型化することなく、機械攪拌による地盤改良を行うことができる。地盤上に設置する施工機械が軽量になるため、地盤上に平面積の大きな板を敷設するだけで施工機械を設置可能となり、表層改良が不要となる。また、浚渫土による埋め立ての途中で、船の吃水深が得られるようであれば、船上に施工機械を積んで施工することも可能になる。
As described above, in the present embodiment, the rod portion 2, the stirring portion 3 having the ejection port 33 which is rotatably supported by the rod portion 2 and ejects the supplied solidified material into the ground, and the rod portion 2 And a reaction force unit 5 attached to the rod unit 2 and securing a reaction force to the rotation of the stirring unit 3.
With this configuration, there is no need to transmit the rotational driving force from the construction machine installed on the ground to the stirring unit 3, so ground improvement by mechanical agitation can be performed without increasing the size of the construction machine installed on the ground. it can. Since the construction machine installed on the ground becomes lightweight, the construction machine can be installed only by laying a plate having a large plane area on the ground, and the surface layer improvement is unnecessary. In addition, if the water depth of the ship can be obtained in the middle of the reclamation by the dredged soil, it will be possible to load the construction machine on the ship for construction.

さらに、本実施形態は、反力部5は、攪拌部3を覆う円筒状の画定枠51と、画定枠51の外側に取付けられた板状の反力翼53とを備えている。
この構成により、
Furthermore, in the present embodiment, the reaction force portion 5 includes a cylindrical demarcated frame 51 covering the stirring portion 3 and a plate-like reaction force wing 53 attached to the outside of the demarcated frame 51.
With this configuration,

さらに、本実施形態は、攪拌部3は、ロッド部2に回転可能に支持された軸部31と、軸部31から放射状に延びる複数の攪拌翼32とを備え、噴出口33は、攪拌翼32に形成されている。
この構成により、攪拌部3によって固化材と土とが混合される範囲が画定枠51の内周に限定され、改良体の出来形が画定される。
Furthermore, in the present embodiment, the stirring unit 3 includes the shaft portion 31 rotatably supported by the rod portion 2 and a plurality of stirring blades 32 radially extending from the shaft portion 31. The jet nozzle 33 is a stirring blade 32 is formed.
By this configuration, the range in which the solidifying material and the soil are mixed by the stirring portion 3 is limited to the inner periphery of the defining frame 51, and the finished form of the improved body is defined.

さらに、本実施形態は、ロッド部2の中心軸から距離が異なる複数の噴出口33が形成されている。
この構成により、固化材を地盤中に万遍なく噴出させることができる。
Furthermore, in the present embodiment, a plurality of jets 33 having different distances from the central axis of the rod portion 2 are formed.
By this configuration, the solidifying material can be ejected uniformly into the ground.

さらに、本実施形態は、噴出口33は、攪拌翼32の回転方向後方側に形成されている。
この構成により、攪拌翼32によって攪拌された土中に固化材を噴出することができるため、固化材と土との混合が促進される。さらに、固化材の噴出によって攪拌部3の回転駆動力を補完することができる。
Furthermore, in the present embodiment, the jet nozzle 33 is formed on the rear side in the rotational direction of the stirring blade 32.
By this configuration, since the solidifying material can be jetted into the soil stirred by the stirring blade 32, mixing of the solidifying material and the soil is promoted. Furthermore, the rotational driving force of the stirring unit 3 can be complemented by the ejection of the solidifying material.

さらに、本実施形態は、攪拌動力部4は、攪拌部3を回転駆動させる複数個の動力源41を備え、複数個の動力源41は、ロッド部2の軸周りの質量分布が回転対称になるようにロッド部2に取り付けられている。
この構成により、攪拌部3をむらなく回転させることができる。
Furthermore, in the present embodiment, the stirring power unit 4 includes a plurality of power sources 41 for driving the stirring unit 3 to rotate, and in the plurality of power sources 41, the mass distribution around the axis of the rod portion 2 is rotationally symmetric. It is attached to the rod part 2 so that it may become.
With this configuration, the stirring unit 3 can be rotated uniformly.

さらに、本実施形態は、回転により下方向もしくは上方向に進む推進力を発生させる螺旋翼132、152と、ロッド部2に取り付けられ、供給された動力によって螺旋翼132、152を回転駆動させる推進動力部(下側推進動力部14、上側推進動力部16)とを備えている。
この構成により、地盤改良装置1aの沈下をスムーズに行うことができると共に、より小型の揚重機9を採用することができる。
Furthermore, in the present embodiment, the helical wings 132, 152 generate thrust that travels downward or upward by rotation, and the propulsion is attached to the rod portion 2 and rotationally drives the helical wings 132, 152 by the supplied power. A power unit (lower propulsion power unit 14, upper propulsion power unit 16) is provided.
While being able to perform settlement of the ground improvement device 1a smoothly by this structure, the smaller lifting machine 9 can be employ | adopted.

さらに、本実施形態の地盤改良方法は、ロッド部2の一端に取り付けた吊り索体6によって地盤改良装置1を吊り下げる揚重機9と、攪拌部3に固化材を供給する固化材供給装置10と、攪拌動力部4に動力(油圧エネルギー)を供給する動力供給装置11とを対象地盤上に設置し、揚重機9によって吊り索体6を送り出し、地盤改良装置1を対象地盤に沈下させた状態で、固化材供給装置10から固化材を攪拌部3に供給すると共に、動力供給装置11から動力を攪拌動力部4に供給して、噴出口33から固化材を噴出させながら攪拌部3を回転駆動させ、固化材と土との混合によって改良体12を形成させる。
この構成により、揚重機9による地盤改良装置1を吊り下げるだけで、地盤上に設置する施工機械から攪拌部3に回転駆動力を伝達させる必要がないため、地盤上に設置する施工機械を大型化することなく、機械攪拌による地盤改良を行うことができる。地盤上に設置する施工機械が軽量になるため、地盤上に平面積の大きな板を敷設するだけで施工機械を設置可能となり、表層改良が不要となる。また、浚渫土による埋め立ての途中で、船の吃水深が得られるようであれば、船上に施工機械を積んで施工することも可能になる。
Furthermore, according to the ground improvement method of the present embodiment, the lifting and lowering machine 9 for suspending the ground improvement device 1 by the hanging rope body 6 attached to one end of the rod portion 2 and the solidifying material supply device 10 for supplying the solidifying material to the stirring unit 3 And the power supply device 11 for supplying power (hydraulic energy) to the stirring power unit 4 on the target ground, and the lifting rope 9 sends out the hanging rope body 6 to sink the ground improvement device 1 to the target ground In the state, the solidifying material is supplied to the stirring unit 3 from the solidifying material supply device 10, and the motive power is supplied to the stirring power unit 4 from the power supply device 11, and the stirring portion 3 is The rotary drive is performed, and the improved body 12 is formed by mixing the solidifying material and the soil.
With this configuration, only by suspending the ground improvement device 1 by the lifting machine 9, there is no need to transmit the rotational driving force from the construction machine installed on the ground to the stirring unit 3, so the construction machine installed on the ground is large Ground improvement by mechanical agitation can be performed without Since the construction machine installed on the ground becomes lightweight, the construction machine can be installed only by laying a plate having a large plane area on the ground, and the surface layer improvement is unnecessary. In addition, if the water depth of the ship can be obtained in the middle of the reclamation by the dredged soil, it will be possible to load the construction machine on the ship for construction.

さらに、本実施形態は、対象地盤に沈下させた地盤改良装置1を揚重機9によって引き上げながら改良体12を形成させる。
さらに、本実施形態は、地盤改良装置1の沈下中には、固化材供給装置10から固化材を攪拌部3に供給することなく、動力供給装置11から動力を攪拌動力部4に供給して、攪拌部3を回転駆動させる。
この構成により、地盤改良装置1を引き上げる際に、形成させた改良体12が抵抗となることなく、地盤改良装置1を沈下時と同じ軌道でスムーズに引き上げることができる。
Furthermore, in the present embodiment, the improved body 12 is formed while the ground improvement device 1 sunk in the target ground is pulled up by the lifting machine 9.
Furthermore, in the present embodiment, during the settlement of the ground improvement device 1, power is supplied from the power supply device 11 to the stirring power unit 4 without supplying the solidifying material from the solidifying material supply device 10 to the stirring unit 3. , The stirring unit 3 is rotationally driven.
With this configuration, when the ground improvement device 1 is pulled up, the ground improvement device 1 can be smoothly pulled up on the same track as that of the settlement without causing the formed improved body 12 to become a resistance.

なお、本発明が上記各実施形態に限定されず、本発明の技術思想の範囲内において、各実施形態は適宜変更され得ることは明らかである。   The present invention is not limited to the above embodiments, and it is apparent that each embodiment can be appropriately modified within the scope of the technical idea of the present invention.

1、1a 地盤改良装置
2 ロッド部
3 攪拌部
4 攪拌動力部
5 反力部
6 吊り索体
7 固化材供給ホース
8 油圧ホース
9 揚重機
10 固化材供給装置
11 動力供給装置
12 改良体
13 下側推進部
14 下側推進動力部
15 上側推進部
16 上側推進動力部
21 基体
22 取付部
23 吐出口
31 軸部
32 攪拌翼
33 噴出口
34 流路
35 連通溝
36 内歯車
37 中空部
41 動力源
42 動力源固定部
43 回転軸
44 平歯車
51 画定枠
52 枠固定
53 反力翼
131 下側軸部
132 螺旋翼
133 平歯車
141 動力源
142 動力源固定部
143 回転軸
144 平歯車
151 上側軸部
152 螺旋翼
153 平歯車
161 動力源
162 動力源固定部
163 回転軸
164 平歯車
1, 1a Ground improvement device 2 Rod portion 3 Stirring portion 4 Stirring power portion 5 Reaction force portion 6 Hanging cord 7 Solidifying material supply hose 8 Hydraulic hose 9 Lifting machine 10 Solidifying material supply device 11 Power supply device 12 Improved body 13 Lower side Propelling part 14 Lower side propelling power part 15 Upper propelling part 16 Upper propelling power part 21 Base 22 Mounting part 23 Ejection port 31 Shaft part 32 Stirring blade 33 Jet port 34 Flow path 35 Communication groove 36 Internal gear 37 Hollow part 41 Power source 42 Power source fixing portion 43 Rotating shaft 44 Spur gear 51 Definition frame 52 Frame fixing 53 Reaction force wing 131 Lower shaft portion 132 Spiral wing 133 Spur gear 141 Power source fixing portion 143 Rotating shaft 144 Spur gear 151 Upper shaft portion 152 Spiral wing 153 Spur gear 161 Power source 162 Power source fixing portion 163 Rotating shaft 164 Spur gear

Claims (10)

ロッド部と、
前記ロッド部に回転可能に支持され、供給された固化材を地盤中に噴出させる噴出口を有する攪拌部と、
前記ロッド部に取り付けられ、供給された動力によって前記攪拌部を回転駆動させる攪拌動力部と、
前記ロッド部に取り付けられ、前記攪拌部の回転に対する反力を確保する反力部と、を具備することを特徴とする地盤改良装置。
Rod part,
A stirring portion rotatably supported by the rod portion and having a jet port for jetting out the supplied solidified material into the ground;
A stirring power unit attached to the rod unit and rotationally driving the stirring unit by the supplied power;
A ground improvement device comprising: a reaction force portion attached to the rod portion and securing a reaction force against rotation of the stirring portion.
前記反力部は、前記攪拌部を覆う円筒状の画定枠と、
前記画定枠の外側に取付けられた板状の反力翼と、を備えていることを特徴とする請求項1記載の地盤改良装置。
The reaction force portion is a cylindrical demarcated frame covering the stirring portion;
The ground improvement device according to claim 1, further comprising: a plate-like reaction blade attached to the outside of the frame.
前記攪拌部は、前記ロッド部に回転可能に支持された軸部と、
前記軸部から放射状に延びる複数の攪拌翼と、を具備し、
前記噴出口は、前記攪拌翼に形成されていることを特徴とする請求項1又は2記載の地盤改良装置。
The stirring unit is a shaft portion rotatably supported by the rod portion.
And a plurality of stirring blades extending radially from the shaft portion;
The ground improvement device according to claim 1 or 2, wherein said jet nozzle is formed in said stirring blade.
前記ロッド部の中心軸から距離が異なる複数の前記噴出口が形成されていることを特徴とする請求項3記載の地盤改良装置。   The ground improvement device according to claim 3, wherein a plurality of the jet outlets different in distance from a central axis of the rod portion are formed. 前記噴出口は、前記攪拌翼の回転方向後方側に形成されていることを特徴とする請求項3又は4記載の地盤改良装置。   The ground improvement device according to claim 3 or 4, wherein the jet nozzle is formed on the rear side in the rotational direction of the stirring blade. 前記攪拌動力部は、前記攪拌部を回転駆動させる複数個の動力源を備え、
複数個の動力源は、前記ロッド部の軸周りの質量分布が回転対称になるように前記ロッド部に取り付けられていることを特徴とする請求項1乃至5のいずれかに記載の地盤改良装置。
The stirring power unit includes a plurality of power sources for rotationally driving the stirring unit,
The ground improvement device according to any one of claims 1 to 5, wherein a plurality of power sources are attached to the rod portion such that mass distribution around the axis of the rod portion is rotationally symmetric. .
回転により下方向もしくは上方向に進む推進力を発生させる螺旋翼と、
前記ロッド部に取り付けられ、供給された動力によって前記螺旋翼を回転駆動させる推進動力部と、を具備することを特徴とする請求項1乃至6のいずれかに記載の地盤改良装置。
A helical wing that generates a downward or upward propulsive force by rotation;
The ground improvement device according to any one of claims 1 to 6, further comprising: a propulsion power unit attached to the rod portion and configured to rotationally drive the spiral wing by the supplied power.
請求項1乃至7のいずれかに記載の地盤改良装置を用いて対象地盤を改良する地盤改良方法であって、
前記ロッド部の一端に取り付けた吊り索体によって前記地盤改良装置を吊り下げる揚重機と、前記攪拌部に固化材を供給する固化材供給装置と、前記攪拌動力部に動力を供給する動力供給装置とを対象地盤上に設置し、
前記揚重機によって前記吊り索体を送り出し、前記地盤改良装置を対象地盤に沈下させた状態で、前記固化材供給装置から固化材を前記攪拌部に供給すると共に、前記動力供給装置から動力を前記攪拌動力部に供給して、前記噴出口から固化材を噴出させながら前記攪拌部を回転駆動させ、固化材と土との混合によって改良体を形成させることを特徴とする地盤改良方法。
A ground improvement method for improving a target ground using the ground improvement device according to any one of claims 1 to 7,
A lifting machine for suspending the ground improvement device by a hanging rope attached to one end of the rod portion, a solidifying material supply device for supplying a solidifying material to the stirring portion, and a power supply device for supplying power to the stirring power portion And on the target ground,
The solidifying material is supplied from the solidifying material supply device to the agitating unit in a state where the hanging rope body is sent out by the lifting machine and the ground improvement device is sunk to the target ground, and the power is supplied from the power supply device. A ground improvement method comprising: supplying an agitation power unit; rotating the agitation unit while ejecting the solidified material from the jet port; and forming an improved body by mixing the solidified material and soil.
対象地盤に沈下させた前記地盤改良装置を前記揚重機によって引き上げながら前記改良体を形成させることを特徴とする請求項8記載の地盤改良方法。   9. The ground improvement method according to claim 8, wherein the improved body is formed while pulling up the ground improvement device sunk to the target ground by the lifting machine. 前記地盤改良装置の沈下中には、前記固化材供給装置から固化材を前記攪拌部に供給することなく、前記動力供給装置から動力を前記攪拌動力部に供給して、前記攪拌部を回転駆動させることを特徴とする請求項9記載の地盤改良方法。   During the settlement of the ground improvement device, power is supplied from the power supply unit to the stirring power unit without supplying the solidifying material from the solidifying material supply device to the stirring unit, and the stirring unit is rotationally driven. The ground improvement method according to claim 9, characterized in that:
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JPH07197446A (en) * 1994-01-04 1995-08-01 Yukio Itagaki Single-shaft reversible agitation blade for soil improvement
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JPH05132937A (en) * 1991-11-09 1993-05-28 Mitsui Constr Co Ltd Underwater setting and leveling device
JPH07197446A (en) * 1994-01-04 1995-08-01 Yukio Itagaki Single-shaft reversible agitation blade for soil improvement
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020256015A1 (en) 2019-06-18 2020-12-24 株式会社Ihi Travel route generation device and control device

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