JP2015001121A - Ground improvement device and method - Google Patents

Ground improvement device and method Download PDF

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JP2015001121A
JP2015001121A JP2013126871A JP2013126871A JP2015001121A JP 2015001121 A JP2015001121 A JP 2015001121A JP 2013126871 A JP2013126871 A JP 2013126871A JP 2013126871 A JP2013126871 A JP 2013126871A JP 2015001121 A JP2015001121 A JP 2015001121A
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ground
processing machine
ground improvement
stirring blade
winch
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博文 田口
Hirobumi Taguchi
博文 田口
琢 齋藤
Takuma Saito
琢 齋藤
太一 長澤
Taichi Nagasawa
太一 長澤
岳 能條
Takeshi Noujiyou
岳 能條
賢一郎 川崎
Kenichiro Kawasaki
賢一郎 川崎
智之 楢田
Tomoyuki Narata
智之 楢田
信宏 亀井
Nobuhiro Kamei
信宏 亀井
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Toa Corp
YBM Co Ltd
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Toa Corp
YBM Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a ground improvement device and a method, capable of construction even at a job site severe in height restriction, and capable of stably vertically moving a treatment machine having an agitation blade in the ground.SOLUTION: A treatment machine 2 of downwardly projecting a rotary shaft 4 for rotatingly driving by installing an agitation blade 5, is connected to a suspension wire 10c wound on a drum 10a of a winch 10, and the suspension wire 10c is delivered by operating the winch 10, and after excavating the ground B up to the predetermined depth by downwardly moving the treatment machine 2 by controlling an attitude of the treatment machine 2 by a stabilizer 6 installed in the treatment machine 2, the suspension wire 10c is wound by operating the winch 10 while rotatingly driving the agitation blade 5 while supplying a ground improvement chemical S in its ground B via a supply line 8, and ground improvement is executed by agitating and mixing the ground improvement chemical S in the ground B by upwardly moving the treatment machine 2 by controlling the attitude of the treatment machine 2 by the stabilizer 6.

Description

本発明は、地盤改良装置および方法に関し、さらに詳しくは、高さ制限の厳しい現場であっても施工可能であり、撹拌翼を備えた処理機を地盤中で安定して上下移動させることがきる地盤改良装置および方法に関するものである。   The present invention relates to a ground improvement device and method, and more particularly, can be applied even at a site where the height is severely restricted, and can stably move a processing machine equipped with a stirring blade up and down in the ground. The present invention relates to a ground improvement device and method.

軟弱土と改良材とを攪拌混合して固化させることにより、軟弱地盤を堅固な地盤に改良するCDM(CementDeepMixing)工法が知られている。CDM工法では、回転駆動される攪拌翼を備えた地盤改良装置が使用される(例えば、特許文献1参照)。この攪拌翼は、長いロッドに取り付けられて地盤中を上下移動する。施工工程としては、まず、撹拌翼を回転させつつ地盤中を下方移動させることにより、地盤を所定深さまで掘削する。その後、地盤改良薬液を地盤中に供給しながら、撹拌翼を回転させつつ上方移動させる。これにより、地盤改良薬液が地盤中に拡散、混合されて地盤が改良される。   There is known a CDM (Cement Deep Mixing) method for improving a soft ground to a solid ground by stirring and mixing soft soil and an improved material. In the CDM method, a ground improvement device provided with a stirring blade that is rotationally driven is used (see, for example, Patent Document 1). This stirring blade is attached to a long rod and moves up and down in the ground. As a construction process, first, the ground is excavated to a predetermined depth by moving downward in the ground while rotating the stirring blade. Thereafter, while supplying the ground improvement chemical solution into the ground, the stirring blade is rotated and moved upward. As a result, the ground improvement chemical solution is diffused and mixed in the ground to improve the ground.

ここで、撹拌翼は長いロッドに取り付けられているので、CDM工法を行なう従来の地盤改良装置には、長いロッドを支える櫓が設けられていた。そのため、空港の近辺などの高さ制限が厳しい施工現場では、作業時間が限定される等の問題があった。一方で、撹拌翼はロッドに取り付けられているので、地盤中を大きくぶれることなく安定して上下移動することができる。それ故、ロッドと櫓が無くなると、撹拌翼を地盤中で安定して上下移動させることが困難になる。   Here, since the stirring blade is attached to the long rod, the conventional ground improvement device for performing the CDM method has been provided with a rod for supporting the long rod. For this reason, there are problems such as limited work time at construction sites where height restrictions are severe, such as in the vicinity of airports. On the other hand, since the stirring blade is attached to the rod, it can move up and down stably without being greatly shaken in the ground. Therefore, when there are no rods and wrinkles, it becomes difficult to move the stirring blades up and down stably in the ground.

特開2007−224645号公報JP 2007-224645 A

本発明の目的は、高さ制限の厳しい現場であっても施工可能であり、撹拌翼を備えた処理機を地盤中で安定して上下移動させることがきる地盤改良装置および方法を提供することにある。   An object of the present invention is to provide a ground improvement device and method that can be applied even on a site with severe height restrictions and can stably move a processing machine equipped with a stirring blade up and down in the ground. It is in.

上記目的を達成するため本発明の地盤改良装置は、地盤中を上下移動する撹拌翼を有する処理機と、地盤中に地盤改良薬液を供給する供給ラインとを備えた地盤改良装置において、前記撹拌翼が取り付けられて回転駆動する回転軸が前記処理機から下方に突設され、この処理機を吊ワイヤを介して上下移動させるウインチと、前記処理機に取付けられて処理機の姿勢を制御するスタビライザとを備えたことを特徴とする。   In order to achieve the above object, the ground improvement device of the present invention is a ground improvement device comprising a processing machine having a stirring blade that moves up and down in the ground, and a supply line that supplies a ground improvement chemical into the ground. A rotary shaft, which is attached to a blade and is driven to rotate, protrudes downward from the processing machine, and a winch that moves the processing machine up and down via a suspension wire, and is attached to the processing machine to control the attitude of the processing machine. It is provided with a stabilizer.

本発明の地盤改良方法は、地盤中で撹拌翼を回転させつつ下方移動させて地盤を所定深度まで掘削し、その掘削中または掘削後に、その地盤中に地盤改良薬液を供給し、前記撹拌翼を回転させつつ上方移動させて、この地盤中に前記地盤改良薬液を撹拌および混合させて地盤改良を行なう地盤改良方法において、前記撹拌翼が取り付けられて回転駆動する回転軸が下方に突設された処理機を設け、この処理機をウインチに巻き取られた吊ワイヤに連結し、地盤中で撹拌翼を回転させつつ下方移動させて地盤を所定深度まで掘削する際には、前記ウインチを作動させて吊ワイヤを繰り出するとともに、前記処理機に取付けられたスタビライザにより処理機の姿勢を制御して処理機を下方移動させ、前記撹拌翼を回転させつつ上方移動させて、この地盤中に前記地盤改良薬液を撹拌および混合させる際には、前記ウインチを作動させて吊ワイヤを巻き取るとともに、前記スタビライザにより前記処理機の姿勢を制御して処理機を上方移動させることを特徴とする。   In the ground improvement method of the present invention, the agitating blade is rotated and moved downward in the ground to excavate the ground to a predetermined depth, and during or after the excavation, the ground improving chemical solution is supplied into the ground, In the ground improvement method in which the ground improvement chemical solution is stirred and mixed in the ground by rotating and rotating, and a rotating shaft that is rotationally driven with the agitating blade attached is projected downward. When the excavator is excavated to a predetermined depth by rotating the stirring blade in the ground and rotating it, the winch is activated. The suspension wire is fed out, the attitude of the processor is controlled by a stabilizer attached to the processor, the processor is moved downward, and the stirring blade is rotated and moved upward. When the ground improvement chemical solution is stirred and mixed in the ground, the winch is operated to wind up the suspension wire, and the processing machine is moved upward by controlling the attitude of the processing machine by the stabilizer. And

本発明によれば、撹拌翼が取り付けられて回転駆動する回転軸が下方に突設された処理機を使用する。そして、この処理機をウインチに巻き取られた吊ワイヤに連結し、処理機を地盤中で下方移動させる際には吊ワイヤをウインチから繰り出し、上方移動させる際には吊ワイヤをウインチに巻き取る。したがって、従来のように、撹拌翼を長いロッドに取り付ける必要がなく、これに伴って櫓も不要になる。それ故、高さ制限の厳しい現場であっても施工することが可能になる。   According to the present invention, a processing machine is used in which a rotating shaft that is attached with a stirring blade and is driven to rotate is protruded downward. Then, this processing machine is connected to a suspension wire wound around a winch. When the processing machine is moved downward in the ground, the suspension wire is unwound from the winch, and when moved upward, the suspension wire is wound around the winch. . Therefore, unlike the prior art, it is not necessary to attach the stirring blade to the long rod, and accordingly, no soot is required. Therefore, it is possible to perform construction even at a site where height restrictions are severe.

また、処理機にはスタビライザが取り付けられているので、処理機が地盤中で上下移動する場合に、スタビライザによって処理機を適正な姿勢に制御できる。これにより、処理機を地盤中で安定して上下移動させることがきる。   Moreover, since the stabilizer is attached to the processing machine, when the processing machine moves up and down in the ground, the processing machine can be controlled to an appropriate posture by the stabilizer. Thereby, the processing machine can be moved up and down stably in the ground.

本発明の地盤改良装置の実施形態の全体概要を例示する説明図である。It is explanatory drawing which illustrates the whole outline | summary of embodiment of the ground improvement apparatus of this invention. 図1の一部拡大図である。FIG. 2 is a partially enlarged view of FIG. 1. 図2の処理機がスタビライザを閉じている状態を例示する説明図である。It is explanatory drawing which illustrates the state which the processing machine of FIG. 2 has closed the stabilizer. 図3のA矢視図である。It is A arrow directional view of FIG. 図3のB矢視図である。FIG. 4 is a view taken in the direction of arrow B in FIG. 回転翼を拡大して例示する平面図である。It is a top view which expands and illustrates a rotary blade. 図2の処理機がスタビライザを開いている状態を例示する説明図である。It is explanatory drawing which illustrates the state which the processing machine of FIG. 2 has opened the stabilizer. 図7のC矢視図である。It is C arrow line view of FIG. 処理機を地盤上にセッティングした状態を例示する説明図である。It is explanatory drawing which illustrates the state which set the processing machine on the ground. 処理機を地盤中で地盤改良対象範囲の下端部領域の近傍まで下方移動させる工程を例示する説明図である。It is explanatory drawing which illustrates the process of moving a processing machine below in the ground to the vicinity of the lower end part area | region of the ground improvement object range. 処理機を地盤改良対象範囲の下端部領域で下方移動させる工程を例示する説明図である。It is explanatory drawing which illustrates the process of moving a processing machine downward in the lower end part area | region of the ground improvement object range. 処理機を地盤改良対象範囲の下端部領域で上方移動させる工程を例示する説明図である。It is explanatory drawing which illustrates the process of moving a processing machine upward in the lower end part area | region of the ground improvement object range. 処理機を地盤改良対象範囲の下端部領域で再度下方移動させる工程を例示する説明図である。It is explanatory drawing which illustrates the process of moving a processing machine downward again in the lower end part area | region of the ground improvement object range. 処理機を地盤改良対象範囲で再度上方移動させる工程を例示する説明図である。It is explanatory drawing which illustrates the process of moving a processing machine upward again in the ground improvement object range. 処理機を地盤から引き上げて地盤が改良された状態を例示する説明図である。It is explanatory drawing which illustrates the state which pulled up the processing machine from the ground and the ground was improved.

以下、本発明の地盤改良装置および方法を、水底地盤を改良する場合の実施形態に基づいて説明する。   Hereinafter, the ground improvement device and method of the present invention will be described based on an embodiment in the case of improving the bottom of the ground.

図1〜図5に例示する本発明の地盤改良装置1は、深層混合工法により地盤を改良する装置であり、作業船13に設置されている。地盤改良装置1は、撹拌翼5を有する処理機2と、この処理機2を吊ワイヤ10cを介して上下移動させるウインチ10と、処理機2に取付けられたスタビライザ6と、地盤中に地盤改良薬液Sを供給する供給ライン8とを備えている。   A ground improvement device 1 of the present invention illustrated in FIGS. 1 to 5 is a device that improves the ground by a deep mixing method, and is installed on a work boat 13. The ground improvement device 1 includes a processing machine 2 having a stirring blade 5, a winch 10 for moving the processing machine 2 up and down via a suspension wire 10c, a stabilizer 6 attached to the processing machine 2, and a ground improvement in the ground. And a supply line 8 for supplying the chemical S.

撹拌翼5は、処理機2から下方に突設されたそれぞれの回転軸4に上下二段に取り付けられている。撹拌翼5の段数は一段、三段等にすることもできる。回転軸4の数は4本に限らず、適宜の本数に設定できるが複数が好ましい。   The stirring blades 5 are attached to the respective rotary shafts 4 projecting downward from the processing machine 2 in two upper and lower stages. The number of stages of the stirring blades 5 can be one, three, or the like. The number of rotating shafts 4 is not limited to four, and can be set to an appropriate number, but a plurality is preferable.

また、1本の回転軸4の各段で水平方向に延設される撹拌翼5の数は、この実施形態では2本であるが、1本、3本等にすることもできる。1本の回転軸4の各段で複数本の撹拌翼5を設ける場合は、周方向に等間隔で配置するとよい。この実施形態では、各段で2本の撹拌翼5が対向する位置(周方向に180°離れた位置)に配置されている。   The number of stirring blades 5 extending in the horizontal direction at each stage of the single rotating shaft 4 is two in this embodiment, but may be one, three, or the like. In the case where a plurality of stirring blades 5 are provided at each stage of the single rotating shaft 4, they may be arranged at equal intervals in the circumferential direction. In this embodiment, two stirrer blades 5 are arranged at positions facing each other (positions separated by 180 ° in the circumferential direction).

回転軸4(撹拌翼5)は処理機2に内設された駆動モータ3により回転駆動される。駆動モータ3は発電機14aが発生させた電力により作動する油圧モータである。   The rotating shaft 4 (stirring blade 5) is rotationally driven by a drive motor 3 provided in the processing machine 2. The drive motor 3 is a hydraulic motor that is operated by electric power generated by the generator 14a.

ウインチ10は、吊ワイヤ10cを巻き取るドラム10aと、吊ワイヤ10cの張り出し位置(前後方向位置)を調整するブーム10bとを備えている。この実施形態では、並列された多数本の吊ワイヤ10cにより処理機2が吊り下げられる構成になっている。ブーム10bは油圧シリンダ等によって下端部を中心にして回動し、ブーム10bの先端部の位置を変動させることにより、吊ワイヤ10cの張り出し位置を調整する。尚、本発明は、高さ制限の厳しい現場であっても施工を可能とするものなので、ブーム10bの長さは最大でも10m程度、更に好ましくは5m程度である。即ち、ウインチ10の高さは最大でも10m程度であり5m以下にするのが好ましい。   The winch 10 includes a drum 10a that winds the suspension wire 10c, and a boom 10b that adjusts the overhang position (front-rear direction position) of the suspension wire 10c. In this embodiment, the processing machine 2 is suspended by a large number of parallel hanging wires 10c. The boom 10b is rotated around the lower end by a hydraulic cylinder or the like, and the position of the tip of the boom 10b is changed to adjust the protruding position of the suspension wire 10c. Since the present invention enables construction even at a site where the height is severely limited, the length of the boom 10b is about 10 m at the maximum, and more preferably about 5 m. That is, the height of the winch 10 is about 10 m at the maximum and is preferably 5 m or less.

ウインチ10は、別の発電機14bが発生させた電力により作動する。作業船13の上には、その他の機器に電力を供給する発電機14cも設置されている。   The winch 10 is operated by electric power generated by another generator 14b. On the work boat 13, a generator 14c for supplying power to other devices is also installed.

供給ライン8の一方端部は地盤改良薬液Sの供給源に接続されている。供給ライン8は、処理機2の内部を上下に貫通して撹拌翼5に沿って延びている。   One end of the supply line 8 is connected to the supply source of the ground improvement chemical S. The supply line 8 extends along the stirring blade 5 so as to penetrate the inside of the processing machine 2 up and down.

それぞれの撹拌翼5の位置には吐出口9が設けられている。具体的には、図6に例示するように、撹拌翼5の翼長さ方向中途の位置に吐出口9が設けられている。吐出口9は、撹拌翼5の翼先端の位置に設けることもできる。好ましくは、図6に例示するように、互いの吐出口9の回転軸4からの水平方向距離を異ならせる。即ち、それぞれの撹拌翼5の位置に設けられた吐出口9には、回転軸4からの水平方向距離が異なる吐出口9が存在している状態にすることが好ましい。   Discharge ports 9 are provided at the positions of the respective stirring blades 5. Specifically, as illustrated in FIG. 6, the discharge port 9 is provided at a position midway in the blade length direction of the stirring blade 5. The discharge port 9 can also be provided at the position of the blade tip of the stirring blade 5. Preferably, as illustrated in FIG. 6, the horizontal distances from the rotation shaft 4 of the discharge ports 9 are made different. That is, it is preferable that the discharge ports 9 provided at the positions of the respective stirring blades 5 have the discharge ports 9 having different horizontal distances from the rotating shaft 4.

この実施形態では、供給パイプ8aが回転軸4から撹拌翼5に沿ってその長さ方向に延び、その延びた供給パイプ8aの先端が吐出口9になっている。撹拌翼5の内部を空洞にして供給ライン8を撹拌翼5の長手方向に延ばして、撹拌翼5に吐出口9を開口させることもできる。   In this embodiment, the supply pipe 8 a extends in the length direction from the rotating shaft 4 along the stirring blade 5, and the tip of the extended supply pipe 8 a is the discharge port 9. It is also possible to make the inside of the stirring blade 5 hollow and extend the supply line 8 in the longitudinal direction of the stirring blade 5 so that the discharge port 9 is opened in the stirring blade 5.

供給ライン8は、例えば、上段の撹拌翼5に延びる系統と、下段の撹拌翼5に延びる系統にする。上段の撹拌翼5の位置にある吐出口9と下段の撹拌翼5の位置にある吐出口9とへの地盤改良薬液Sや水Wの供給管理は、例えば、作業船13の上で行なう。   The supply line 8 is, for example, a system extending to the upper stirring blade 5 and a system extending to the lower stirring blade 5. The supply management of the ground improvement chemical S and water W to the discharge port 9 at the position of the upper stirring blade 5 and the discharge port 9 at the position of the lower stirring blade 5 is performed on the work ship 13, for example.

それぞれの吐出口9を開閉する開閉弁を設置することもできる。この開閉弁を設置した場合、例えば、上段の撹拌翼5と下段の撹拌翼5とで、開閉弁の開閉制御することにより、吐出口9の開閉の切り替えを行なえる構成にする。地盤改良薬液Sとして、例えば、セメント系スラリを使用する。   An on-off valve that opens and closes each discharge port 9 can also be installed. When this on-off valve is installed, for example, the upper and lower agitating blades 5 and 5 are controlled so as to switch the opening and closing of the discharge port 9 by controlling the on-off valve. For example, a cement-based slurry is used as the ground improvement chemical solution S.

スタビライザ6は、処理機2の側面に取り付けられていて、シリンダ等により開閉して張り出す構造になっている。図3〜図5はスラビライザ6が閉じた状態、図7、図8はスタビライザ6が開いた(張り出した)状態を示している。   The stabilizer 6 is attached to the side surface of the processing machine 2 and has a structure that opens and closes by a cylinder or the like. 3 to 5 show a state in which the stabilizer 6 is closed, and FIGS. 7 and 8 show a state in which the stabilizer 6 is opened (projected).

処理機2には3軸方向(X、Y、Z軸方向)の加速度を検知するセンサが設けられていて、このセンサによる検知データは制御装置11に入力される。それぞれのスタビライザ6の開閉は制御装置11により独立別個に制御される。制御装置11は、入力された検知データに基づいて、処理機2が予め設定された方向に移動できるように、それぞれのスタビライザ6の開閉具合を制御して、処理機2を適切な姿勢に制御する。   The processing machine 2 is provided with a sensor that detects acceleration in three axis directions (X, Y, and Z axis directions), and data detected by the sensor is input to the control device 11. The opening and closing of each stabilizer 6 is independently and independently controlled by the control device 11. Based on the input detection data, the control device 11 controls the opening / closing state of each stabilizer 6 so that the processing device 2 can move in a preset direction, and controls the processing device 2 to an appropriate posture. To do.

この実施形態では、処理機2の周方向に等間隔で4基のスタビライザ6が取り付けられているが、4基に限らず、3基以上であればよい。また、スタビライザ6は処理機2の周方向に等間隔で配置するのが好ましい。   In this embodiment, four stabilizers 6 are attached at equal intervals in the circumferential direction of the processor 2, but the number is not limited to four and may be three or more. The stabilizers 6 are preferably arranged at equal intervals in the circumferential direction of the processor 2.

この処理機2には、さらに、上端部に上部回転翼7が取り付けられている。この上部回転翼7を設けるのは任意である。上部回転翼7を回転駆動させることにより、地盤B中において処理機2に作用する土圧を軽減させる。具体的には、処理機2の上方に存在している土砂を回転翼7によってかき分けて、処理機2の側方のすき間を通じて土砂を下方移動させることにより、処理機2に作用する土圧を軽減させる。上部回転翼7と撹拌翼5とはそれぞれ独立別個に回転駆動される。   The processor 2 is further provided with an upper rotary blade 7 at the upper end. It is optional to provide the upper rotor blade 7. By rotating the upper rotor blade 7, the earth pressure acting on the processor 2 in the ground B is reduced. Specifically, the earth and sand existing above the processing machine 2 is scraped by the rotary blades 7 and the earth and sand are moved downward through the gaps on the side of the processing machine 2 to thereby reduce the earth pressure acting on the processing machine 2. Reduce. The upper rotary blade 7 and the stirring blade 5 are driven to rotate independently of each other.

この実施形態の処理機2の両側面には、ロッド状のサブリーダ12が着脱自在に取り付けられている。処理機2はサブリーダ12に沿って上下移動可能に構成されている。サブリーダ12は、GPSで測量した所定位置に処理機2を正確に設置するために用いられる。このサブリーダ12は、下方移動する処理機2を地盤Bの予め設定された所定位置に正確に設置させるように地盤Bの適切な位置に立設される。このように処理機2の位置決め手段として機能するサブリーダ12は、水深程度の長さがあれば十分である。   A rod-shaped sub-leader 12 is detachably attached to both side surfaces of the processing machine 2 of this embodiment. The processor 2 is configured to be movable up and down along the sub-leader 12. The sub reader 12 is used to accurately install the processor 2 at a predetermined position measured by GPS. The sub-leader 12 is erected at an appropriate position on the ground B so that the processor 2 that moves downward is accurately placed at a predetermined position on the ground B. As described above, it is sufficient for the sub-leader 12 functioning as the positioning means of the processing machine 2 to have a length of about the water depth.

次に、この地盤改良装置1を用いて地盤Bを改良する方法を説明する。   Next, a method for improving the ground B using the ground improvement device 1 will be described.

まず、図9に例示するように、ウインチ10のドラム10aから吊ワイヤ10cを繰り出して、作業船13から吊り下げた処理機2を、垂直に立設させたサブリーダ12にガイドさせて水中で下方移動させる。そして、回転軸4の先端を改良対象の地盤Bの所定位置に着床させて、処理機2を地盤B上にセットする。サブリーダ12を用いることによって、処理機2は地盤Bの予め設定された所定位置に精度よくセットされる。   First, as illustrated in FIG. 9, the suspension wire 10 c is fed out from the drum 10 a of the winch 10, and the processing machine 2 suspended from the work ship 13 is guided by the sub-leader 12 erected vertically to move downward in the water. Move. And the front-end | tip of the rotating shaft 4 is made to land on the predetermined position of the ground B to be improved, and the processing machine 2 is set on the ground B. By using the sub reader 12, the processor 2 is accurately set at a predetermined position on the ground B.

尚、図9〜図15の符号B2は地盤改良対象範囲の上端位置を示し、符号B3は地盤改良対象範囲の下端部領域の上端位置を示している。したがって、この下端部領域の上端位置B3から支持地盤B1までの範囲(B3〜B1領域)が、地盤改良対象範囲の下端部領域となる。この下端部領域の深さ(上下方向長さ)は、適宜、設計によって決定され、例えば、2m〜3m程度である。   In addition, the code | symbol B2 of FIGS. 9-15 shows the upper end position of the ground improvement object range, and code | symbol B3 has shown the upper end position of the lower end part area | region of the ground improvement object range. Therefore, the range (B3 to B1 region) from the upper end position B3 of the lower end region to the support ground B1 is the lower end region of the ground improvement target range. The depth (length in the vertical direction) of the lower end region is appropriately determined by design and is, for example, about 2 m to 3 m.

次いで、図10に例示するように、回転軸4を回転駆動させて、回転軸4から水平方向に延びる撹拌翼5を回転駆動させながら処理機2(回転軸4の下端)を地盤改良対象範囲の下端部領域の上端位置B3の約0.5m上方位置まで下降させる。処理機2を下降させる際には、ドラム10aから吊ワイヤ10cを繰り出す。この下降の際に、下段の撹拌翼5の位置に配置された吐出口9からは、供給ライン8を通じて供給された水Wを吐出する。尚、施工条件によって水Wを吐出しない場合もある。   Next, as illustrated in FIG. 10, the rotating shaft 4 is driven to rotate, and the stirring blade 5 extending in the horizontal direction from the rotating shaft 4 is driven to rotate while the processing machine 2 (the lower end of the rotating shaft 4) is in the ground improvement target range. Is lowered to a position approximately 0.5 m above the upper end position B3 of the lower end region. When the processor 2 is lowered, the suspension wire 10c is fed out from the drum 10a. During the descent, the water W supplied through the supply line 8 is discharged from the discharge port 9 arranged at the position of the lower stirring blade 5. Note that the water W may not be discharged depending on the construction conditions.

続けて、図11に例示するように、撹拌翼5を正回転駆動させながら処理機2を下降させつつ、供給ライン8を通じて供給された地盤改良薬液Sを、下段の撹拌翼5の位置に配置された吐出口9から吐出する。即ち、処理機2のこの下方移動工程では、地盤改良薬液Sと地盤Bの土とを攪拌混合する。   Subsequently, as illustrated in FIG. 11, the ground improvement chemical S supplied through the supply line 8 is disposed at the position of the lower stirring blade 5 while the processing device 2 is lowered while the stirring blade 5 is driven to rotate forward. It discharges from the discharge port 9 made. That is, in this downward movement process of the processor 2, the ground improvement chemical S and the soil of the ground B are agitated and mixed.

処理機2は、吊ワイヤ10cを介して吊り下げられているので、姿勢が不安定になり易い。そこで、本発明では、処理機2が地盤B中で下方移動している際にスタビライザ6を開閉させて、処理機2を適正な姿勢に制御する。   Since the processor 2 is suspended via the suspension wire 10c, the posture is likely to be unstable. Therefore, in the present invention, when the processor 2 is moving downward in the ground B, the stabilizer 6 is opened and closed to control the processor 2 to an appropriate posture.

地盤Bを掘削して撹拌翼5(回転軸4の下端)が支持地盤B1に達した後は、図12に例示するように、撹拌翼5を逆回転駆動させながらウインチ10を作動させて吊ワイヤ10cをドラム10aに巻き取って処理機2を上方移動させる。この上方移動の際には、吐出口9から地盤改良薬液Sを吐出しない。即ち、処理機2のこの上方移動工程では、地盤改良薬液Sを新たに加えずに、地盤改良薬液Sと地盤Bの土とを攪拌混合するだけである。   After excavating the ground B and the stirring blade 5 (the lower end of the rotating shaft 4) reaches the support ground B1, the winch 10 is operated and suspended while the stirring blade 5 is driven in reverse rotation as illustrated in FIG. The wire 10c is wound around the drum 10a and the processor 2 is moved upward. During this upward movement, the ground improvement chemical S is not discharged from the discharge port 9. That is, in this upward movement process of the processing machine 2, the ground improvement chemical solution S and the soil of the ground B are simply stirred and mixed without newly adding the ground improvement chemical solution S.

地盤B中を上方移動している際も、処理機2は姿勢が不安定になり易い。そこで、本発明では、処理機2が地盤B中で上方移動している際にも必要に応じて、それぞれのスタビライザ6を開閉させて、処理機2を適正な姿勢に制御する。   Even when moving upward in the ground B, the processor 2 tends to be unstable in posture. Therefore, in the present invention, even when the processing machine 2 is moving upward in the ground B, the respective stabilizers 6 are opened and closed as necessary to control the processing machine 2 to an appropriate posture.

下段の撹拌翼5が地盤改良対象範囲の下端部領域の上端位置B3の近傍になるまで処理機2を上方移動させた後は、図13に例示するように、撹拌翼5を正回転駆動させながら処理機2を下降させる。この下降の際には、吐出口9から地盤改良薬液Sを吐出しない。即ち、処理機2のこの下方移動工程では、地盤改良薬液Sを新たに加えずに、地盤改良薬液Sと地盤Bの土とを攪拌混合するだけである。   After the processor 2 is moved upward until the lower stirring blade 5 is close to the upper end position B3 of the lower end region of the ground improvement target range, the stirring blade 5 is driven to rotate forward as illustrated in FIG. Then, the processor 2 is lowered. During this lowering, the ground improvement chemical S is not discharged from the discharge port 9. That is, in this downward movement process of the processor 2, the ground improvement chemical solution S and the soil of the ground B are merely stirred and mixed without newly adding the ground improvement chemical solution S.

撹拌翼5(回転軸4の下端)が支持地盤B1に達した後は、図14に例示するように、撹拌翼5を逆回転駆動させながらウインチ10を作動させて吊ワイヤ10cをドラム10aに巻き取って処理機2を上方移動させる。この上方移動の際には、上段の撹拌翼5の位置に配置された吐出口9から地盤改良薬液Sを吐出する。即ち、処理機2のこの上方移動工程では、地盤改良薬液Sを新たに加えつつ地盤改良薬液Sと地盤Bの土とを攪拌混合する。   After the agitating blade 5 (lower end of the rotating shaft 4) reaches the support ground B1, as shown in FIG. 14, the winch 10 is operated while the agitating blade 5 is driven to rotate reversely, and the suspension wire 10c is moved to the drum 10a. The processor 2 is wound up and moved upward. During the upward movement, the ground improvement chemical solution S is discharged from the discharge port 9 disposed at the position of the upper stirring blade 5. That is, in this upward movement process of the processor 2, the ground improvement chemical S and the soil of the ground B are agitated and mixed while newly adding the ground improvement chemical S.

上段の撹拌翼5が地盤改良対象範囲の上端位置B2の近傍に到達した後は、吐出口9からの地盤改良薬液Sの吐出を止めて、図15に例示するように、処理機2(撹拌翼5)を地盤B上に引き揚げる。同じ工程を施工範囲の別の位置でも行なうことにより、施工が完了する。この一連の工程によって施工対象の地盤Bが地盤改良薬液Sにより堅固に改良される。   After the upper stirring blade 5 reaches the vicinity of the upper end position B2 of the ground improvement target range, the discharge of the ground improvement chemical S from the discharge port 9 is stopped, and as shown in FIG. Lift wing 5) onto ground B. The construction is completed by performing the same process at another position in the construction range. The ground B to be constructed is firmly improved by the ground improvement chemical S through this series of processes.

図12および図13で例示した工程により、地盤改良対象範囲の下端部領域(B3〜B1領域)には撹拌翼5が上下に2往復する。この撹拌翼5の往復数は、地盤Bの性状等によって適宜変更することができる。また、図10〜図15で例示した工程における撹拌翼5の回転や地盤改良薬液Sの吐出のやり方は、適宜、アレンジして行なうことができる。例えば、処理機2を上端位置B3の約0.5m上方位置まで下降させる際に地盤改良薬液Sを吐出することもできる。   12 and 13, the stirring blade 5 reciprocates up and down twice in the lower end region (B3 to B1 region) of the ground improvement target range. The number of reciprocations of the stirring blade 5 can be appropriately changed depending on the properties of the ground B. Moreover, the method of rotation of the stirring blade 5 and the discharge of the ground improvement chemical | medical solution S in the process illustrated in FIGS. 10-15 can be performed by arranging suitably. For example, the ground improvement chemical S can be discharged when the processor 2 is lowered to a position about 0.5 m above the upper end position B3.

上述したように、本発明では、従来のように、撹拌翼5を長いロッドに取り付ける必要がなく、これに伴って櫓も不要になる。それ故、高さ制限の厳しい現場であっても施工することが可能になる。   As described above, in the present invention, it is not necessary to attach the stirring blade 5 to a long rod as in the prior art, and accordingly, no soot is required. Therefore, it is possible to perform construction even at a site where height restrictions are severe.

また、処理機2にはスタビライザ6が取り付けられているので、従来のように長いロッドに撹拌翼5を取り付けなくても、地盤B中で上下移動する処理機2をスタビライザ6によって適正な姿勢に制御できる。これにより、処理機2を地盤B中で安定して上下移動させることがきる。それ故、精度よく設計どおりの地盤改良を行なうことができる。   Moreover, since the stabilizer 6 is attached to the processing machine 2, the processing machine 2 that moves up and down in the ground B can be brought into an appropriate posture by the stabilizer 6 without attaching the stirring blade 5 to the long rod as in the prior art. Can be controlled. Thereby, the processing machine 2 can be moved up and down stably in the ground B. Therefore, the ground can be improved with high accuracy as designed.

この実施形態では、処理機2を地盤B中で上方移動させる際に、上部回転翼7を回転駆動させることにより、処理機2が上方へ推進させることができる。これにより、処理機2をより円滑に上方移動させることができる。   In this embodiment, when the processing machine 2 is moved upward in the ground B, the processing machine 2 can be pushed upward by rotationally driving the upper rotary blade 7. Thereby, the processor 2 can be moved upward more smoothly.

この実施形態のように、ウインチ10が作業船13に設置され、処理機2が水底の地盤B中を上下移動する施工では、波動によって作業船13が揺れても、その搖動は、吊ワイヤ10cを介して処理機2に伝わる。従来のように長いロッドに撹拌翼5を取り付けていた場合は、作業船13の搖動が直接的にロッドを通じて処理機2に伝わるので、処理機2の揺れを防止するには不利であった。ところが、本発明では、作業船13の搖動が処理機2に伝わり難く、精度よく安全に施工するには有利である。尚、本発明は、水底地盤を改良するだけでなく、陸上地盤を改良する場合にも適用することができる。   As in this embodiment, in the construction where the winch 10 is installed on the work boat 13 and the processing machine 2 moves up and down in the ground B at the bottom of the water, even if the work boat 13 is shaken by the wave, the peristalsis of the suspension wire 10c Is transmitted to the processor 2 via In the case where the stirring blade 5 is attached to a long rod as in the prior art, the peristalsis of the work boat 13 is directly transmitted to the processing machine 2 through the rod, which is disadvantageous in preventing the processing machine 2 from shaking. However, in the present invention, the peristalsis of the work boat 13 is difficult to be transmitted to the processing machine 2, which is advantageous for accurate and safe construction. In addition, this invention is applicable not only when improving a water bottom ground, but also when improving a land ground.

図6に例示したように、回転軸4からの水平方向距離が異なる吐出口9を存在(混在)させると、地盤改良薬液Sを地盤B中に均等に混合させ易くなる。   As illustrated in FIG. 6, if the discharge ports 9 having different horizontal distances from the rotation shaft 4 are present (mixed), the ground improvement chemical S can be easily mixed into the ground B evenly.

1 地盤改良装置
2 処理機
3 駆動モータ
4 回転軸
5 撹拌翼
6 スタビライザ
7 上部回転翼
8 供給ライン
8a 供給パイプ
9 吐出口
10 ウインチ
10a ドラム
10b ブーム
10c 吊ワイヤ
11 制御装置
12 サブリーダ
13 作業船
14a、14b、14c 発電機
B 地盤
B1 支持地盤
S 地盤改良薬液
DESCRIPTION OF SYMBOLS 1 Ground improvement apparatus 2 Processing machine 3 Drive motor 4 Rotating shaft 5 Stirring blade 6 Stabilizer 7 Upper rotary blade 8 Supply line 8a Supply pipe 9 Discharge port 10 Winch 10a Drum 10b Boom 10c Suspension wire 11 Control device 12 Subleader 13 Work ship 14a, 14b, 14c Generator B Ground B1 Support ground S Ground improvement chemical

Claims (8)

地盤中を上下移動する撹拌翼を有する処理機と、地盤中に地盤改良薬液を供給する供給ラインとを備えた地盤改良装置において、前記撹拌翼が取り付けられて回転駆動する回転軸が前記処理機から下方に突設され、この処理機を吊ワイヤを介して上下移動させるウインチと、前記処理機に取付けられて処理機の姿勢を制御するスタビライザとを備えたことを特徴とする地盤改良装置。   In a ground improvement device comprising a processing machine having a stirring blade that moves up and down in the ground and a supply line that supplies a ground improvement chemical solution into the ground, the rotating shaft to which the stirring blade is attached and rotationally driven is the processing machine. A ground improvement device comprising: a winch that protrudes downward from above and moves the processing machine up and down via a hanging wire; and a stabilizer that is attached to the processing machine and controls the attitude of the processing machine. 前記処理機に、地盤中において処理機に作用する土圧を軽減させる回転翼が設けられている請求項1に記載の地盤改良装置。   The ground improvement apparatus of Claim 1 with which the said processing machine is provided with the rotary blade which reduces the earth pressure which acts on a processing machine in the ground. 前記ウインチは船に設置され、前記処理機は水底地盤中を上下移動する請求項1または2に記載の地盤改良装置。   The ground improvement device according to claim 1 or 2, wherein the winch is installed in a ship, and the processing machine moves up and down in the water bottom ground. 前記撹拌翼が前記回転軸の周方向の異なる位置から水平方向に複数延設され、それぞれの撹拌翼の位置に、前記地盤改良薬液の吐出口が設けられ、前記回転軸からの水平方向距離が異なる吐出口が存在している請求項1〜3のいずれかに記載の地盤改良装置。   A plurality of the stirring blades are extended in the horizontal direction from different positions in the circumferential direction of the rotating shaft, the ground improvement chemical solution discharge port is provided at each stirring blade position, and the horizontal distance from the rotating shaft is The ground improvement apparatus in any one of Claims 1-3 in which a different discharge outlet exists. 地盤中で撹拌翼を回転させつつ下方移動させて地盤を所定深度まで掘削し、その掘削中または掘削後に、その地盤中に地盤改良薬液を供給し、前記撹拌翼を回転させつつ上方移動させて、この地盤中に前記地盤改良薬液を撹拌および混合させて地盤改良を行なう地盤改良方法において、
前記撹拌翼が取り付けられて回転駆動する回転軸が下方に突設された処理機を設け、この処理機をウインチに巻き取られた吊ワイヤに連結し、地盤中で撹拌翼を回転させつつ下方移動させて地盤を所定深度まで掘削する際には、前記ウインチを作動させて吊ワイヤを繰り出するとともに、前記処理機に取付けられたスタビライザにより処理機の姿勢を制御して処理機を下方移動させ、前記撹拌翼を回転させつつ上方移動させて、この地盤中に前記地盤改良薬液を撹拌および混合させる際には、前記ウインチを作動させて吊ワイヤを巻き取るとともに、前記スタビライザにより前記処理機の姿勢を制御して処理機を上方移動させることを特徴とする地盤改良方法。
The ground is excavated to a predetermined depth by rotating the stirring blade in the ground while rotating, and after the excavation or after the excavation, the ground improvement chemical solution is supplied into the ground, and the stirring blade is rotated and moved upward. In the ground improvement method of performing ground improvement by stirring and mixing the ground improvement chemical in the ground,
A processing machine is provided with a rotating shaft protruding downward and attached to the stirring blade. The processing machine is connected to a suspension wire wound around a winch, and is rotated downward while rotating the stirring blade in the ground. When excavating the ground to a predetermined depth by moving it, the winch is actuated to feed out the suspension wire, and the processing machine is moved downward by controlling the attitude of the processing machine with a stabilizer attached to the processing machine. When the ground improvement chemical solution is stirred and mixed in the ground by rotating the stirring blade, the winch is operated to wind the suspension wire, and the stabilizer is used to wind the suspension wire. A ground improvement method characterized by controlling a posture and moving a processor upward.
前記処理機に回転翼を設けて、前記処理機を地盤中で上方移動させる際に、前記回転翼を回転させて処理機に作用する土圧を軽減する請求項5に記載の地盤改良方法。   The ground improvement method according to claim 5, wherein when the processing machine is provided with a rotary blade and the processing machine is moved upward in the ground, the earth pressure acting on the processing machine is reduced by rotating the rotary blade. 前記ウインチを船に設置し、前記処理機を水底地盤中で上下移動させて、水底地盤の地盤改良を行なう請求項5または6に記載の地盤改良方法。   The ground improvement method according to claim 5 or 6, wherein the winch is installed in a ship and the processing machine is moved up and down in the bottom ground to improve the ground of the bottom bottom. 前記撹拌翼が前記回転軸の周方向の異なる位置から水平方向に複数延設され、前記地盤改良薬液を前記複数の撹拌翼の前記回転軸からの水平方向距離が異なる複数の位置から地盤中に吐出する請求項5〜7のいずれかに記載の地盤改良装置。   A plurality of the stirring blades are extended in the horizontal direction from different positions in the circumferential direction of the rotating shaft, and the ground improvement chemical solution is introduced into the ground from a plurality of positions having different horizontal distances from the rotating shaft of the plurality of stirring blades. The ground improvement apparatus in any one of Claims 5-7 to discharge.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019039140A (en) * 2017-08-22 2019-03-14 鹿島建設株式会社 Method for constructing ground improvement body and method for constructing pile
JP2020090816A (en) * 2018-12-04 2020-06-11 株式会社日東テクノ・グループ Stirring and mixing device for mechanical stirring and ground improvement method using the same

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5715718A (en) * 1980-06-30 1982-01-27 Mitsubishi Heavy Ind Ltd Work barge for amending poor ground at deep stratum
JPS57100215A (en) * 1980-12-15 1982-06-22 Mitsubishi Heavy Ind Ltd Top position controller for ground improver
JPS6055116A (en) * 1983-09-01 1985-03-30 Zenitakagumi:Kk Ground improver
JPS60111937U (en) * 1983-12-28 1985-07-29 三菱重工業株式会社 Soft ground improvement ship with measuring device
JPH07158055A (en) * 1993-12-03 1995-06-20 Seiko Kogyo Kk Forming device for soil consolidating material

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5715718A (en) * 1980-06-30 1982-01-27 Mitsubishi Heavy Ind Ltd Work barge for amending poor ground at deep stratum
JPS57100215A (en) * 1980-12-15 1982-06-22 Mitsubishi Heavy Ind Ltd Top position controller for ground improver
JPS6055116A (en) * 1983-09-01 1985-03-30 Zenitakagumi:Kk Ground improver
JPS60111937U (en) * 1983-12-28 1985-07-29 三菱重工業株式会社 Soft ground improvement ship with measuring device
JPH07158055A (en) * 1993-12-03 1995-06-20 Seiko Kogyo Kk Forming device for soil consolidating material

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019039140A (en) * 2017-08-22 2019-03-14 鹿島建設株式会社 Method for constructing ground improvement body and method for constructing pile
JP2020090816A (en) * 2018-12-04 2020-06-11 株式会社日東テクノ・グループ Stirring and mixing device for mechanical stirring and ground improvement method using the same

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