JP2008111246A5 - - Google Patents

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JP2008111246A5
JP2008111246A5 JP2006293913A JP2006293913A JP2008111246A5 JP 2008111246 A5 JP2008111246 A5 JP 2008111246A5 JP 2006293913 A JP2006293913 A JP 2006293913A JP 2006293913 A JP2006293913 A JP 2006293913A JP 2008111246 A5 JP2008111246 A5 JP 2008111246A5
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stirring
shaft
ground
rotating
ground improvement
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JP5163846B2 (en
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地盤改良の単軸混合攪拌装置Single-shaft mixing and stirring device for ground improvement

本発明は、地盤改良の単軸混合攪拌装置に関し、特に、地盤に杭を形成し地盤を改良する工法に使用される単軸の混合攪拌装置に関するものである。   The present invention relates to a single-shaft mixing and stirring device for ground improvement, and more particularly to a single-shaft mixing and stirring device used in a method for forming a pile on the ground and improving the ground.

軟弱地盤や埋め立て地などの地盤の強度が比較的に弱い場所において、地盤に改良を施して、建造物を構築する場合、コンクリ−ト等で製造された杭を打ち込む工法があるが、騒音問題などで敬遠されつつある。
一方、当該工法に代わり、地盤に穴を掘削してその掘削土にセメントや凝固剤や硬化剤等と称される注入材(固化材)を注入し混合攪拌により杭を形成するという工法(場所打ち杭構築工法)が行われている。
従来、当該穴の掘削には、ベ−スマシン等が用いられ、一軸(単軸)の回転軸(攪拌軸)の上下方向に複数の撹拌棒などの撹拌体を当該軸に対して直角方向に突設させ、これら複数の撹拌棒などの撹拌体を当該回転軸の回転に伴い一体に(共に)回転させ、硬化剤を噴射させつつ、前記のように、掘削土と硬化剤等の固化材とを撹拌混練し、その硬化により地盤を改良するという工法が用いられている。
しかるに、上記した従来の単軸の回転軸の上下方向に複数の撹拌棒などの撹拌体を当該軸に対して直角方向に突設させ、これら複数の撹拌棒などの撹拌体を当該回転軸の回転に伴い一体に回転させる地盤改良装置では、これら複数の撹拌棒が全て回転軸と一体に回転するので、掘削土が同軸と一体に回転してしまうという所謂共周り現象を起こしてしまい、充分な撹拌混練が行えず、特に、粘性土からなる地盤のように硬化剤が混練し難いような場合には、掘削土が撹拌棒を包み込む形の団子状態になり、全く撹拌混練が行えない場合があるという欠点があった。
そこで、撹拌用の回転軸を、相互に逆方向に回転する外軸と内軸の二重軸に構成し、当該内外軸のそれぞれに撹拌翼を取付し、互いに内外側で反対方向に回転させてなる地盤改良装置が提案されている。
例えば、特開平11−81297号公報には、図5に示すように、外軸501と内軸502とを逆回転させる地盤改良装置であって、外軸501に囲み翼503を取付け、一方、内軸502に囲み翼504を取付け、当該囲み翼503及び囲み翼504を正逆反対方向に回転させて上記の地盤の改良を行う地盤改良装置が提案されている。
又、上記の特許を改良するものとして、特開2002−332632号公報には、図6に示すように、相互に逆方向に回転する外軸600aと内軸600bの二重軸に構成した地盤改良装置であって、当該外軸600aに上部攪拌翼601及び下部攪拌翼603(櫛歯602を有する)を取付け、一方、内軸600bに逆L字状囲み翼604及び掘削攪拌翼606(櫛歯605を有する)を取付け、内軸600bを回転させ、掘削部材607による掘削を行い、当該内軸600bに取付けた逆L字状囲み翼604、櫛歯605、掘削攪拌翼606を回転させ、一方、当該内軸600bとは逆方向に外軸600aを回転させ、当該外軸600aに取付けた上部攪拌翼601、櫛歯602及び下部攪拌翼603を回転させて上記の地盤の改良を行う地盤改良装置が提案されている。
しかるに、当該二重軸に構成した地盤改良装置では、内外二重管が必要であること、当該内外二重管を相互に逆回転させる為の回転伝動軸が必要で、その為の専用機が必要であること、高価に付くこと、回転数の決定に際しては内外の回転数の比率が問題となること、又、組立分解が難しいことなどの欠点があった。
特開平11−81297号公報、特開2002−332632号公報
When building a structure by improving the ground in a place where the strength of the ground such as soft ground or landfill is relatively weak, there is a method of driving piles manufactured by concrete etc., but there is a noise problem Etc. are being shunned.
On the other hand, instead of the construction method, a method of excavating a hole in the ground, injecting an injection material (solidifying material) called cement, a coagulant or a hardener into the excavated soil, and forming a pile by mixing and stirring (place) The pile construction method is being carried out.
Conventionally, a base machine or the like is used for excavating the hole, and a plurality of stirring bodies such as a plurality of stirring rods are arranged in a direction perpendicular to the axis in the vertical direction of a single axis (single axis) rotation axis (stirring axis). A solidified material such as excavated soil and hardener as described above while projecting and rotating the stirring bodies such as a plurality of stirring rods integrally (both together) with the rotation of the rotary shaft and injecting the hardener. Is used to improve the ground by stirring and kneading.
However, a plurality of stirrers such as a plurality of stirrers are projected in a direction perpendicular to the axis in the vertical direction of the conventional single-axis rotation shaft described above, and the plurality of stirrers such as the stirrer bars are attached to the rotation shaft. In the ground improvement device that rotates together with the rotation, all of the plurality of stirring rods rotate integrally with the rotation shaft, so that the so-called joint rotation phenomenon that the excavated soil rotates integrally with the coaxial occurs sufficiently. When the hardener is difficult to knead, especially when the ground is made of viscous soil, the excavated soil will be in a dumpling state that wraps the stir bar, and stirring and kneading cannot be performed at all. There was a drawback that there was.
Therefore, the rotating shaft for stirring is composed of a double shaft of an outer shaft and an inner shaft rotating in opposite directions, and a stirring blade is attached to each of the inner and outer shafts, and they are rotated in opposite directions on the inner and outer sides. A ground improvement device is proposed.
For example, Japanese Patent Application Laid-Open No. 11-81297 discloses a ground improvement device that reversely rotates an outer shaft 501 and an inner shaft 502 as shown in FIG. 5, and a surrounding blade 503 is attached to the outer shaft 501, A ground improvement device has been proposed in which the surrounding wing 504 is attached to the inner shaft 502 and the surrounding wing 503 and the surrounding wing 504 are rotated in opposite directions to improve the ground.
As an improvement of the above patent, Japanese Patent Application Laid-Open No. 2002-332632 discloses a ground constituted by a double shaft of an outer shaft 600a and an inner shaft 600b rotating in opposite directions as shown in FIG. An improved apparatus, in which an upper stirring blade 601 and a lower stirring blade 603 (having comb teeth 602) are attached to the outer shaft 600a, while an inverted L-shaped surrounding blade 604 and a drilling stirring blade 606 (comb) are attached to the inner shaft 600b. Teeth 605), rotate the inner shaft 600b, perform excavation by the excavating member 607, rotate the inverted L-shaped surrounding blade 604, the comb teeth 605, and the excavation stirring blade 606 attached to the inner shaft 600b, On the other hand, the outer shaft 600a is rotated in the opposite direction to the inner shaft 600b, and the upper stirring blade 601, the comb teeth 602, and the lower stirring blade 603 attached to the outer shaft 600a are rotated to improve the ground. Soil improvement apparatus has been proposed.
However, in the ground improvement device configured on the double shaft, an internal / external double tube is required, and a rotary transmission shaft is required to rotate the internal / external double tube in the reverse direction. There are disadvantages such as necessity, high cost, the ratio of internal and external rotational speeds when determining the rotational speed, and difficulty in assembly and disassembly.
JP-A-11-81297, JP-A-2002-332632

本発明は、上記従来技術の有する欠点を解消することの出来る技術を提供することを目的とし、一軸(単軸)の回転軸(攪拌軸)による地盤改良装置であって、上記した従来の地盤混合攪拌装置を更に改良し効率の良い地盤改良を果たすことができる地盤改良装置を提供することにある。
本発明の他の目的や新規な特徴については本件明細書及び図面の記載からも明らかになるであろう。
An object of the present invention is to provide a ground improvement device using a single-axis (single-axis) rotating shaft (stirring shaft) for providing a technique capable of eliminating the disadvantages of the above-described conventional technology, and the conventional ground described above. An object of the present invention is to provide a ground improvement device capable of further improving the mixing and stirring device and achieving an efficient ground improvement.
Other objects and novel features of the present invention will become apparent from the description of the present specification and the drawings.

本発明の特許請求の範囲は、次の通りである。
(請求項1)掘削部材を回転させながら地盤を掘削し、掘削土と固化材とを混合して地盤中に杭を形成し地盤を改良する工法に使用される混合攪拌装置において、単軸の攪拌軸に、内側に縦羽根を備え、ロ字状断面を有し当該攪拌軸の回転に伴い回転する回転攪拌部材を取付けると共に、当該回転攪拌部材の内側に両端に縦羽根を有し当該攪拌軸が回転しても回転しない固定攪拌部材を取付け、且つ、前記回転攪拌部材の下部に当該攪拌軸が回転しても回転しない固定ブレ−ドを当該固定攪拌部材に連設してなることを特徴とする地盤改良の単軸混合攪拌装置。
The claims of the present invention are as follows.
(Claim 1) In a mixing stirrer used in a construction method for excavating the ground while rotating a drilling member, mixing excavated soil and solidified material to form a pile in the ground and improving the ground, The stirring shaft is provided with vertical blades on the inner side, a rotary stirring member that has a square-shaped cross section and rotates as the stirring shaft rotates, and has vertical blades at both ends inside the rotating stirring member. A fixed stirring member that does not rotate even if the shaft rotates, and a fixed blade that does not rotate even if the stirring shaft rotates is connected to the lower portion of the rotating stirring member. A ground improvement single-shaft mixing and stirring device.

本発明によれば、軟弱地盤や埋め立て地などの地盤の強度が弱い場所において、地盤に改良を施して、建造物を構築する場合に、地盤に穴を掘削してその掘削土壌に固化材を注入し混合攪拌により杭を形成するという工法において、単軸の攪拌軸での地盤改良装置を提供できるので、二重軸に構成した地盤改良装置のような内外二重管が必要なく、単独の攪拌軸で回転が可能であること、二重軸に構成した地盤改良装置では内外二重管を相互に逆回転させる為の回転伝動軸が必要であるが、単軸回転の1方向の回転でよいこと、二重軸に構成した地盤改良装置ではその為の専用機が必要であったが、汎用機で足りること、組立分解が容易になること、又、コスト的に安価に提供できることなどの利点がある。
又、本発明によれば、単軸の攪拌軸での地盤改良装置であって、一次的な水平攪拌及び二次的な水平及び垂直方向の攪拌が行われるので、効率的な地盤の改良を行うことができ、剪断力が格段に向上し、共周り現象及び掘削土の団子化の防止効果が格段に向上し、粘性土からなる地盤のように硬化剤が混練し難いような場合にも良好な撹拌混練が行われ、掘削の速度が向上し、地盤改良作業をより一層短期間で完了させることができ、干潟地のような水分含有量の多い地盤に粉状の硬化剤を用いた場合にも、良好な撹拌混練を行うことができる。
更には、本発明によれば、掘削部材、回転攪拌部材及び固定攪拌部材等がそれぞれ独立したパ−ツとなって全体が組み立てられているため、各損傷具合により当該パ−ツの交換が容易なようになっている。
According to the present invention, in a place where the strength of the ground is weak, such as soft ground or landfill, when the ground is improved and a building is constructed, a hole is excavated in the ground and the solidified material is applied to the excavated soil. In the method of injecting and forming piles by mixing and stirring, it is possible to provide a ground improvement device with a single shaft stirring shaft, so there is no need for inner and outer double pipes like a ground improvement device configured with a double shaft, and a single shaft It is possible to rotate with a stirring shaft, and the ground improvement device configured with a double shaft requires a rotation transmission shaft to reversely rotate the inner and outer double pipes. Good, the ground improvement device configured with a double shaft required a dedicated machine for that purpose, but a general-purpose machine is sufficient, assembly and disassembly is easy, and it can be provided at a low cost. There are advantages.
Further, according to the present invention, the ground improvement device with a single-shaft stirring shaft performs primary horizontal stirring and secondary horizontal and vertical stirring, so that efficient ground improvement can be achieved. It can be performed, the shearing force is greatly improved, the co-rotation phenomenon and the effect of preventing dumping of the excavated soil are greatly improved, and even when the hardener is difficult to knead like a ground made of clay soil Good stirring and kneading is performed, excavation speed is improved, ground improvement work can be completed in a shorter period of time, and powdery hardener is used for ground with high water content such as tidal flats Even in this case, good stirring and kneading can be performed.
Furthermore, according to the present invention, the excavation member, the rotary stirring member, the fixed stirring member and the like are assembled as independent parts, so that the parts can be easily replaced depending on the degree of damage. It is like that.

次に、本発明の実施例を図面に基づいて説明する。   Next, embodiments of the present invention will be described with reference to the drawings.

本発明の実施例を図面に基づいて説明する。
本発明の地盤改良の単軸混合攪拌装置Xは、図2に示すように、各構成部材(パ−ツ)に分離でき、当該パ−ツにより、図1に示すように、その全体を組み立てることができる。従って、分解し、各パ−ツのメンテナンスが容易で、各損傷具合により当該パ−ツの交換も容易である。
地盤改良の単軸混合攪拌装置Xにおける単軸の攪拌軸(回転ロッド、回転軸、掘削軸)1の下部には、図2(D)に示すように、掘削部材2が取付けられる。当該掘削部材2は、例えば、掘削ビット200と掘削羽根201とを有してなる。
掘削部材2の中央には、図2(D)に示すように、吐出口3が設けられ、当該吐出口3から固化材が吐出して掘削土と混合される。
Embodiments of the present invention will be described with reference to the drawings.
As shown in FIG. 2, the ground improvement single-shaft mixing / stirring apparatus X of the present invention can be separated into each component (part), and the whole is assembled by the part as shown in FIG. be able to. Therefore, it is easy to disassemble and maintain each part, and the parts can be easily replaced depending on the degree of damage.
As shown in FIG. 2 (D), a digging member 2 is attached to the lower part of a uniaxial stirring shaft (rotating rod, rotating shaft, excavating shaft) 1 in the single-shaft mixing and agitating apparatus X of ground improvement. The excavation member 2 includes, for example, an excavation bit 200 and excavation blades 201 .
As shown in FIG. 2D, a discharge port 3 is provided in the center of the excavation member 2, and the solidified material is discharged from the discharge port 3 and mixed with the excavated soil.

図2(B)に示すように、回転攪拌部材4は、ロ字状断面を有し、その内側に縦羽根400を備えてなる。当該縦羽根400は、当該図示例では、上下に2個ずつ適宜間隔を開けて当該回転攪拌部材4の内側に向けて設置されている。当該回転攪拌部材4は、全体にロ字状断面を有しているが、当該回転攪拌部材4の半分のコ字状断面を有する構成部分の2個を、上下の繋ぎ部材401、402にて連結することができる。
当該上の繋ぎ部材401の中央には、締結穴4010が開けられている。
当該地盤改良の単軸混合攪拌装置Xの組立に際し、回転ロッド1に当該回転攪拌部材4の上下の繋ぎ部材401、402を装着し、当該上の繋ぎ部材401の中央の締結穴4010と、図2(D)に示すように、当該回転ロッド1の上部に開けられた締結穴100とを位置合わせして、固定ピンPにて、当該回転ロッド1に当該回転攪拌部材4を取付ける。当該上下の繋ぎ部材401、402は、当該回転攪拌部材4の当該回転ロッド1への取付部材としての役目も果たす。
As shown in FIG. 2 (B), the rotary stirring member 4 has a square-shaped cross section and is provided with vertical blades 400 inside thereof. In the illustrated example, the vertical blades 400 are installed toward the inner side of the rotary stirring member 4 with an appropriate interval in the vertical direction. The rotary stirring member 4 has a square-shaped cross section as a whole, but two of the components having a U-shaped cross section that is half of the rotary stirring member 4 are connected by upper and lower connecting members 401 and 402. Can be linked.
A fastening hole 4010 is formed in the center of the upper connecting member 401.
When assembling the single-shaft mixing and stirring device X for ground improvement, the upper and lower connecting members 401 and 402 of the rotating stirring member 4 are attached to the rotating rod 1, and the fastening hole 4010 at the center of the upper connecting member 401 and FIG. As shown in FIG. 2 (D), the fastening hole 100 opened in the upper part of the rotating rod 1 is aligned, and the rotating stirring member 4 is attached to the rotating rod 1 with the fixing pin P. The upper and lower connecting members 401 and 402 also serve as attachment members of the rotary stirring member 4 to the rotary rod 1.

図2(A)に示すように、固定攪拌部材5は、縦羽根500を備えてなる。当該縦羽根500は、当該図示例では、上下に2個ずつ適宜間隔を開けて当該回転攪拌部材4の水平羽根501の両端に設置されている。
当該水平羽根501の中央部には、回転ロッド1への取付部材502を有する。
当該水平羽根501は、当該図示例では、4個の羽根から構成されている例を示す。
As shown in FIG. 2A, the fixed stirring member 5 includes vertical blades 500. In the illustrated example, the vertical blades 500 are installed at both ends of the horizontal blade 501 of the rotary stirring member 4 with an appropriate interval between the vertical blades 500 in the vertical direction.
A mounting member 502 for the rotating rod 1 is provided at the center of the horizontal blade 501.
In the illustrated example, the horizontal blade 501 shows an example composed of four blades.

当該固定攪拌部材5と図2(C)に示す固定ブレ−ド6とは、連設部材7を介して連設される。
当該固定ブレ−ド6は、例えば、図示のような長方形に構成されている。
図2(C)に示すように、当該固定ブレ−ド6の中央部には、凹部601が設けられており、当該凹部601に連設部材7の下端部の凸部701を嵌合させる。連設部材7の下端部に固定ブレ−ド6を溶接などで取付けてもよい。
当該連設部材7に前記固定攪拌部材5を取付ける。当該連設部材7に当該固定攪拌部材5の取付部材502を装着し、ボルトBにて締付固定する。
The fixed stirring member 5 and the fixed blade 6 shown in FIG. 2 (C) are connected via a connecting member 7.
The fixed blade 6 is configured in a rectangular shape as illustrated, for example.
As shown in FIG. 2 (C), the fixed blur - the central part of the de 6, recesses 601 are provided, the fitting causes the protrusion 701 of the lower end portion of the connecting portion material 7 in the recess 601. The fixed blade 6 may be attached to the lower end portion of the continuous member 7 by welding or the like.
The fixed stirring member 5 is attached to the continuous member 7. The mounting member 502 of the fixed stirring member 5 is attached to the continuous member 7 and is fastened and fixed with a bolt B.

図1に示すように、単軸の攪拌軸1に、内側に縦羽根400を備えロ字状断面を有する回転攪拌部材4を取付けると共に、当該回転攪拌部材4の内側に、両端に縦羽根500を有し且つ水平羽根501を有する固定攪拌部材5を取付け、当該回転攪拌部材4の下部に固定ブレ−ド6を連設部材7を介して連設する。
図1に示すように、固定攪拌部材5の両端の縦羽根500は、当該回転攪拌部材4の縦羽根400の外側に位置するようにする。
固定ブレ−ド6は、掘削部材2の上部近傍に設置する。
As shown in FIG. 1, a rotating stirring member 4 having a vertical blade 400 inside and having a square-shaped cross section is attached to a single-shaft stirring shaft 1, and vertical blades 500 are attached to both ends inside the rotating stirring member 4. The fixed stirring member 5 having the horizontal blades 501 is attached, and the fixed blade 6 is connected to the lower portion of the rotating stirring member 4 via the connecting member 7.
As shown in FIG. 1, the vertical blades 500 at both ends of the fixed stirring member 5 are positioned outside the vertical blades 400 of the rotary stirring member 4.
The fixed blade 6 is installed near the upper part of the excavation member 2.

図3に示すように、当該地盤改良の単軸混合攪拌装置Xにおいて、当該回転ロッド1の回転に伴い掘削部材2が回転する。当該回転ロッド1の回転方向と同じ方向に掘削部材2は回転する。
当該回転ロッド1には、内側に縦羽根400を備えロ字状断面を有する回転攪拌部材4が取付けられており、当該回転攪拌部材4は、当該回転ロッド1の回転に伴い回転する。当該回転ロッド1の回転方向と同じ方向に当該回転攪拌部材4は回転する。
当該回転攪拌部材4の内側に取付けられた縦羽根400は、当該回転ロッド1及び回転攪拌部材4と共に回転する。当該縦羽根400は、当該回転ロッド1及び回転攪拌部材4と同じ方向に回転する。
当該回転攪拌部材4の内側の固定攪拌部材5は、当該回転ロッド1が回転しても回転しないように空回りするように連設部材7に取付けられているので、当該回転ロッド1が回転しても回転しないようになっている。
当該固定攪拌部材5の両端の縦羽根500も、当該回転ロッド1が回転しても回転しない。
固定ブレ−ド6は、当該連設部材7を介して当該固定攪拌部材5に連設されており、当該回転ロッド1が回転しても回転しないようになっている。
当該固定攪拌部材5及び固定ブレ−ド6は、当該回転ロッド1が回転しても回転せずに、空回りし、掘削の進行に伴い降下していく。
As shown in FIG. 3, in the single-shaft mixing and agitating device X of the ground improvement, the excavation member 2 rotates with the rotation of the rotating rod 1. The excavation member 2 rotates in the same direction as the rotation direction of the rotating rod 1.
A rotating stirring member 4 having a vertical blade 400 on the inner side and having a square-shaped cross section is attached to the rotating rod 1, and the rotating stirring member 4 rotates as the rotating rod 1 rotates. The rotating stirring member 4 rotates in the same direction as the rotating direction of the rotating rod 1.
Vertical blades 400 mounted on the inside of the rotary stirring member 4 rotate together with the rotating rod. 1 and rotating agitating member 4. The vertical blades 400 rotate in the same direction as the rotary rod 1 and the rotary stirring member 4.
The fixed stirring member 5 inside the rotating stirring member 4 is attached to the connecting member 7 so as not to rotate even if the rotating rod 1 rotates, so that the rotating rod 1 rotates. It is designed not to rotate.
The vertical blades 500 at both ends of the fixed stirring member 5 do not rotate even when the rotating rod 1 rotates.
The fixed blade 6 is connected to the fixed stirring member 5 via the connecting member 7, and does not rotate even if the rotating rod 1 rotates.
The fixed agitating member 5 and the fixed blade 6 do not rotate even when the rotating rod 1 rotates, but rotate freely and descend as the excavation progresses.

図3に示すように、当該単軸の回転ロッド1の回転に伴い、掘削部材2を回転させながら地盤を掘削し、掘削土と固化材とを混合して地盤中に杭を形成し地盤を改良して行くが、掘削部材2で掘り起こされた土砂は、吐出口3から吐出(噴出)された固化材(セメントミルク)と一緒に回転する。
当該単軸の回転ロッド1が回転しても、固定攪拌部材5、当該固定攪拌部材5の縦羽根500及び固定ブレ−ド6は回転せずに空回りし、下方に降下してくる。
掘削部材2で掘り起こされた土砂は、吐出口3から吐出(噴出)された固化材(セメントミルク)と一緒に回転し、当該固定ブレ−ド6の上下の当該固定ブレ−ド6と掘削部材2との間及び当該固定ブレ−ド6と回転攪拌部材4との間で一次的な水平攪拌が行なわれる。
当該回転攪拌部材4の中に送り込まれた当該土砂は、当該固定攪拌部材5に取り付けられた水平羽根501及び縦羽根500との間で、水平及び垂直方向の剪断作用により二次攪拌が行われる。
As shown in FIG. 3, as the single-axis rotating rod 1 rotates, the ground is excavated while the excavating member 2 is rotated, and the excavated soil and solidified material are mixed to form a pile in the ground. Although improving, the earth and sand dug up by the excavation member 2 rotate together with the solidified material (cement milk) discharged (spouted) from the discharge port 3.
Even if the single-axis rotating rod 1 rotates, the fixed agitating member 5, the vertical blades 500 of the fixed agitating member 5 and the fixed blade 6 rotate without rotating and descend downward.
The earth and sand dug up by the excavating member 2 rotate together with the solidified material (cement milk) discharged (spouted) from the discharge port 3, and the fixed blade 6 and the excavating member above and below the fixed blade 6. and between the fixed blur of 2 - primary horizontal agitation between de 6 and the rotary stirring member 4 is performed.
The earth and sand sent into the rotary stirring member 4 is subjected to secondary stirring by horizontal and vertical shearing action between the horizontal blades 501 and the vertical blades 500 attached to the fixed stirring member 5. .

本発明によれば、回転ロッド1を一軸に構成しても、上記のような一次的な水平攪拌及び二次的な水平及び垂直方向の攪拌が行われるので、効率的な地盤の改良を行うことができる。   According to the present invention, even if the rotary rod 1 is configured as a single shaft, the primary horizontal stirring and the secondary horizontal and vertical stirring are performed as described above, so that the ground is efficiently improved. be able to.

次に、上記実施例1の当該地盤改良の単軸混合攪拌装置Xの適用の一例を、図4に基づいて説明する。
移動可能なベ−スマシン8の駆動モ−タ9の下部に、上記図1に例を示すような地盤改良の単軸混合攪拌装置Xの攪拌軸1を装着し、当該単軸の攪拌軸1を回転させ、上記のような一次的な水平攪拌及び二次的な水平及び垂直方向の攪拌を伴う掘削を進行させ、地盤に垂直な円形柱状の掘削穴を掘削し、固化材(硬化剤)を攪拌軸1の内部を経由して吐出口3から噴射させて、当該硬化剤と掘削土とを撹拌混練し、掘削穴中に地盤改良部分を形成させ地盤を改良させることができる。
上記実施例によれば、軟弱地盤や埋め立て地などの地盤の強度が弱い場所において、地盤に改良を施して、建造物を構築する場合に、地盤に穴を掘削してその掘削土壌に固化材を注入し混合攪拌により杭を形成するという工法において、単軸の攪拌軸1での地盤改良装置を提供できるので、二重軸に構成した地盤改良装置のような内外二重管が必要なく、単独の攪拌軸1で回転が可能であること、二重軸に構成した地盤改良装置では内外二重管を相互に逆回転させる為の回転伝動軸が必要であるが、単軸回転の1方向の回転でよいこと、二重軸に構成した地盤改良装置ではその為の専用機が必要であったが、汎用機で足りること、組立分解が容易になること、又、コスト的に安価に提供できることなどの利点がある。
又、上記実施例によれば、単軸の攪拌軸(回転軸)1での地盤改良装置Xであっても、
上記のような固定ブレ−ド6の上下間の一次的な水平攪拌及び回転攪拌部材4の内側での水平羽根501及び縦羽根500による水平及び垂直方向の二次攪拌という一次的な水平攪拌及び二次的な水平及び垂直方向の攪拌が行われるので、効率的な地盤の改良を行うことができ、剪断力が格段に向上し、共周り現象及び掘削土の団子化の防止効果が格段に向上し、粘性土からなる地盤のように硬化剤が混練し難いような場合にも良好な撹拌混練が行われ、さらには、掘削の速度が向上し、地盤改良作業をより一層短期間で完了させることができ、干潟地のような水分含有量の多い地盤に粉状の硬化剤を用いた場合にも、良好な撹拌混練を行うことができる。
更には、当該実施例によれば、共回り現象をより一層防止し、地盤の硬軟にかかわらずに、当該共回り現象を解決することができる。
更に又、本発明によれば、図2に示すように、掘削部材2、回転攪拌部材4及び固定攪拌部材5等がそれぞれ独立したパ−ツとなって全体が組み立てられているため、各損傷具合により当該パ−ツの交換が容易なようになっている。
Next, an example of application of the ground improvement single-shaft mixing and stirring device X of the first embodiment will be described with reference to FIG.
A stirring shaft 1 of a ground-improved single-shaft mixing stirrer X as shown in FIG. 1 is mounted below the drive motor 9 of the movable base machine 8, and the single-shaft stirring shaft 1 is mounted. , And drilling with primary horizontal agitation and secondary horizontal and vertical agitation as described above, drilling a circular columnar drilling hole perpendicular to the ground, solidifying material (hardening agent) Can be jetted from the discharge port 3 via the inside of the stirring shaft 1 to stir and knead the curing agent and excavated soil, thereby forming a ground improvement portion in the excavation hole and improving the ground.
According to the above embodiment, in a place where the strength of the ground is weak, such as soft ground or landfill, when the ground is improved and a building is constructed, a hole is excavated in the ground and the solidified material in the excavated soil In the method of forming a pile by mixing and stirring, since a ground improvement device with a single shaft stirring shaft 1 can be provided, there is no need for an inner / outer double pipe like a ground improvement device configured in a double shaft, It is possible to rotate with a single agitation shaft 1, and the ground improvement device configured as a double shaft requires a rotation transmission shaft to reversely rotate the inner and outer double pipes. The ground improvement device configured with a double shaft required a dedicated machine for that purpose, but a general-purpose machine is sufficient, assembling and disassembling is easy, and it is provided at low cost. There are advantages such as what you can do.
Moreover, according to the said Example, even if it is the ground improvement apparatus X in the single axis | shaft stirring shaft (rotary shaft) 1,
Primary horizontal agitation such as primary horizontal agitation between the upper and lower sides of the fixed blade 6 as described above and secondary agitation in the horizontal and vertical directions by the horizontal blades 501 and the vertical blades 500 inside the rotary stirring member 4 and Since secondary horizontal and vertical agitation is performed, the ground can be improved efficiently, the shearing force is greatly improved, and the effect of preventing the co-rotation phenomenon and the dumping of the excavated soil is greatly improved. Even when hardeners are difficult to knead like ground made of clay soil, good agitation kneading is performed, and further, excavation speed is improved and ground improvement work is completed in a shorter period of time. Even when a powdery curing agent is used on a ground having a high water content such as a tidal flat, good stirring and kneading can be performed.
Furthermore, according to the embodiment, the co-rotation phenomenon can be further prevented, and the co-rotation phenomenon can be solved regardless of the hardness of the ground.
Furthermore, according to the present invention, as shown in FIG. 2, since the excavation member 2, the rotary stirring member 4, the fixed stirring member 5 and the like are assembled as independent parts, each damage is caused. Depending on the condition, the parts can be easily exchanged.

本発明に使用される固化材としては、その目的に添うものであれば、セメントや凝固剤や固化材や硬化剤等名称の如何に拘わらずに使用することができ、当該固化材の具体例には、セメントミルク、珪酸ソ−ダなどが挙げられる。 The solidifying material used in the present invention can be used regardless of the name of cement, coagulant, solidifying material, hardener, etc., as long as it meets the purpose. Specific examples of the solidifying material Examples thereof include cement milk and silicate soda.

本発明は、適宜変更が可能であり、例えば、前記実施例では、回転攪拌部材4を2個で構成する例を示したが、2個以上の通常5個を上限として、増加することができる。又、一つの固定攪拌部材5を設ける例を示したが、2つ以上固定攪拌部材5を設置してもよい。     The present invention can be modified as appropriate. For example, in the above-described embodiment, the example in which the two rotating stirring members 4 are configured is shown. . Moreover, although the example which provides the one fixed stirring member 5 was shown, you may install two or more fixed stirring members 5. FIG.

本発明は、掘削部材を回転させながら地盤を掘削し、掘削した土壌と固化材とを混合して地盤中に杭を形成し地盤を改良する工法の全般に適用することができる。   INDUSTRIAL APPLICABILITY The present invention can be applied to all methods of excavating the ground while rotating excavating members, mixing the excavated soil and a solidified material to form a pile in the ground, and improving the ground.

本発明の実施例を示す地盤改良の混合攪拌装置の構成図である。It is a block diagram of the mixing improvement apparatus of the ground improvement which shows the Example of this invention. 本発明の実施例を示す地盤改良の混合攪拌装置の分解説明図である。It is decomposition | disassembly explanatory drawing of the mixing stirring apparatus of the ground improvement which shows the Example of this invention. 本発明の実施例のを示す地盤改良の混合攪拌装置の説明図である。It is explanatory drawing of the mixing stirring apparatus of the ground improvement which shows the Example of this invention. 本発明の実施例を示す地盤改良の混合攪拌装置の使用例の構成図である。It is a block diagram of the usage example of the mixing and stirring apparatus of the ground improvement which shows the Example of this invention. 従来例の地盤改良の混合攪拌装置の構成図である。It is a block diagram of the mixing stirring apparatus of the ground improvement of a prior art example. 従来例の地盤改良の混合攪拌装置の構成図である。It is a block diagram of the mixing stirring apparatus of the ground improvement of a prior art example.

1 単軸の攪拌軸(回転ロッド)
掘削部材
4 回転攪拌部材
5 固定攪拌部材
400 固定ブレ−ド
500 縦羽根
501 水平羽根
6 固定ブレ−ド
X 地盤改良の単軸混合攪拌装置
1 Single-shaft stirring shaft (rotating rod)
2 Excavating member 4 Rotating stirring member 5 Fixed stirring member 400 Fixed blade 500 Vertical blade 501 Horizontal blade 6 Fixed blade X Single-axis mixing and stirring device for ground improvement

JP2006293913A 2006-10-30 2006-10-30 Single-shaft mixing and stirring device for ground improvement Expired - Fee Related JP5163846B2 (en)

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