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JP3607793B2 - Construction method of continuous ground improvement body - Google Patents
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JP3607793B2 - Construction method of continuous ground improvement body - Google Patents

Construction method of continuous ground improvement body Download PDF

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Publication number
JP3607793B2
JP3607793B2 JP12217597A JP12217597A JP3607793B2 JP 3607793 B2 JP3607793 B2 JP 3607793B2 JP 12217597 A JP12217597 A JP 12217597A JP 12217597 A JP12217597 A JP 12217597A JP 3607793 B2 JP3607793 B2 JP 3607793B2
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Japan
Prior art keywords
cutting
cutter post
claw
ground
endless chain
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JP12217597A
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Japanese (ja)
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JPH10311027A (en
Inventor
紘一 郡司
上  周史
茂 吉田
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Tenox Corp
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Tenox Corp
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Description

【0001】
【発明の属する技術分野】
この発明は掘溝装置を一施工区間に対し、複数回移動させて連続地盤改良体を構築する場合に実施される施工方法に関するものである。
【0002】
【従来の技術及び発明が解決しようとする課題】
カッターポストの外周に無端チェインが張架された掘溝装置を用いて連続地盤改良体を構築する方法において、一施工区間の中途で施工を中止せざるを得ないような場合に備え、あるいは一区間の施工終了後に、退避掘削をする場合には、例えば一区間の一往復時に固結しない掘削液のみを地盤中に供給しながら地盤を掘削し、3度目の移動時に固化材液を供給しながら再度掘削し、攪拌,混合する方法が行われる。
【0003】
掘溝装置の移動は地上に位置するベースマシンのフレームに反力を取りながら、カッターポストの上端部に進行方向に推力を加えることで行われるが、改良深度が大きい場合にはカッターポストの撓みが大きくなり、推力がカッターポストの下端部まで伝達されなくなるため、カッターポストの上端部が施工開始時の状態から先行し、下端部が後退する傾向が生じ、施工不能に陥ることがある。
【0004】
無端チェインはカッターポストを挟んで進行方向前方側に位置する区間で地盤を切削するが、進行方向前方側に位置する区間が下降する向きに無端チェインを循環させれば、カッターポストの下端に位置するアイドラーにその回転の向きと逆向きの力を加え、モータの負荷が大きくなる不利があるため、無端チェインは従来、進行方向前方側に位置する区間が上昇する向きに循環させられる。
【0005】
しかしながらこの向きに無端チェインを循環させれば、カッターポストの下端部の、無端チェインが下降から上昇へ向きを変える位置で切削攪拌爪が掘溝装置の進行の向きに地盤を掻くことでカッターポストの下端部を後退させる働きをするため、カッターポストの上端部が先行し、下端部が後退する傾向が顕著になり、施工能率が極端に低下し、施工不能に陥る可能性が高まる。
【0006】
無端チェインを進行方向前方側に位置する区間が下降する向きに循環させれば、モータの負荷が増大するものの、切削攪拌爪がカッターポストの下端を通過するときに地盤を進行の向きと逆向きに掻くことでカッターポストの下端部を前進させる働きをするため、カッターポストが傾斜する事態を回避することはできるが、その効果は1度目の移動時限りであり、2度目以降の移動時には孔底部分の地盤が乱されているため、切削攪拌爪が地盤を掻いても地盤反力を期待することができず、最終的にカッターポストの傾斜を回避することは難しい。
【0007】
この発明は上記背景より、掘溝装置を一施工区間に対し、複数回移動させて連続地盤改良体を構築する場合に、一区間の施工終了までカッターポストが傾斜する事態を回避する施工方法を提案するものである。
【0008】
【課題を解決するための手段】
本発明では掘溝装置の移動時に無端チェインの、カッターポストを挟んで進行方向前方側に位置する区間が下降する向きに無端チェインを循環させると共に、掘溝装置の複数回目の移動時にカッターポストの下端を前回の移動時のカッターポストの下端より下の、乱されていない地盤に位置させると共に、無端チェインを進行方向前方側に位置する区間が下降する向きに循環させることにより、2度目以降の移動時に切削攪拌爪が地盤を進行の向きと逆向きに掻く状態にし、一区間の施工が終了するまで、カッターポスト下端部が後退することによるカッターポストの傾斜を回避する。
【0009】
無端チェインの、カッターポストを挟んで進行方向前方側に位置する区間が下降する向きに無端チェインを循環させることで、前記のように切削攪拌爪がカッターポストの下端を通過するときに地盤を掘溝装置の進行の向きと逆向きに掻くため、無端チェインを循環させればカッターポストの下端部が上端部の移動と共に進行の向きに移動する。
【0010】
また掘溝装置の複数回目の移動時にカッターポストの下端をその前の移動時のカッターポストの下端より下に位置させることで、カッターポストの下端を通過するときの切削攪拌爪は常に乱されていない地盤を掻くことになり、乱されている地盤を掻くことによる反力不足はなく、確実に地盤から反力を取ることが可能になる。
【0011】
切削攪拌爪が孔底部分の地盤から確実に反力を取ることで、無端チェインが循環していればカッターポストの下端を通過するときの切削攪拌爪の速度に応じてカッターポストの下端部が前進しようとするため、カッターポストの上端部を進行の向きに移動させるのみで全長に亘って一定の速度でカッターポストを移動させることができ、カッターポストの上端部が進行方向前方側へ先行し、下端部が後退する事態は回避される。この結果、施工不能の事態は防止され、施工能率が向上する。
【0012】
カッターポストの下端を通過するときの切削攪拌爪による地盤からの反力の確保は請求項2に記載のように、切削攪拌爪が突設される少なくとも1枚の切削攪拌板が実質的に掘溝の全幅に亘って切削攪拌爪を有することで確実になる。また切削攪拌爪が切削攪拌板の中心線に関して対称な形に形成されることで掘溝装置の移動の向きの変化に対応する
【0013】
【発明の実施の形態】
請求項1の発明はカッターポスト2とその外周に張架される、切削攪拌爪4が突設された無端チェイン3からなる掘溝装置1を一施工区間に対し、図1〜図3に示すように複数回移動させて切削土と固化材11を攪拌,混合し、連続地盤改良体12を構築する方法である。
【0014】
図1〜図3は掘溝装置1を一往復半の3度移動させる場合を示しているが、一往復の2度の移動で施工を完了させる場合や、3度より多く移動させる場合もある。
【0015】
図1〜図3では一区間の一往復時、すなわち1度目の移動時と2度目の移動時に固結しない掘削液10のみを地盤中に供給しながら地盤を掘削し、3度目の移動時に固化材11を吐出,または供給しながら再度掘削し、攪拌,混合する場合を示しているが、1度目の移動時から固化材11を供給しながら掘削し、攪拌,混合する場合もある。図1〜図3では1度目の移動と2度目の移動による掘削部分をそれぞれ1パス部、2パス部、3度目の移動による攪拌部分を3パス部で示す。
【0016】
掘溝装置1はベースマシン5に搭載された油圧シリンダによってカッターポスト2がフレーム6に沿い、ベースマシン5を反力として水平方向に移動させられ、循環する無端チェイン3の切削攪拌爪4が地盤を溝状に切削し、またカッターポスト2から吐出される、もしくは地上から供給される固化材11と切削土を混合することにより地盤改良体12を構築する。
【0017】
掘溝装置1はベースマシン5に対し、リーダ7に沿って昇降自在に支持され、図示するようなワイヤロープ8や前記水平移動用の油圧シリンダとは別に設置される油圧シリンダその他の昇降手段によりリーダ7に沿って昇降する。掘溝装置1が鉛直面をなす地盤改良体12を構築する場合は、カッターポスト2の軸が鉛直方向を向いた状態でリーダ7に保持され、鉛直面に対して傾斜した地盤改良体12を構築する場合には鉛直方向に対して傾斜した状態でリーダ7に保持される。
【0018】
掘溝装置1の各移動時には無端チェイン3の、カッターポスト2を挟み、矢印で示す進行方向前方側に位置する区間が下降する向き(掻き下げ方向)に無端チェイン3が循環させられ、図5に示すように掘溝装置1の進行の向きと、切削攪拌爪4がカッターポスト2の下端部のアイドラー9を通過するときに地盤から受ける反力の向きが一致する。これによりカッターポスト2の下端部は循環する切削攪拌爪4によって掘溝装置1の進行の向きに移動しようとするため、ベースマシン5の油圧シリンダによる掘溝装置1の移動はアイドラー9を通過する切削攪拌爪4によって補われることになる。
【0019】
図6〜図8は切削攪拌爪4がアイドラー9を通過するときに地盤を掻くことによる地盤からの反力を受け易い形に切削攪拌爪4を形成し、切削攪拌爪4が地盤からの反力を確実に確保できる形にした場合を示す。
【0020】
切削攪拌爪4は、無端チェイン3に固定され、カッターポスト2の幅より大きい長さを持つ切削攪拌板4’に突設されるが、切削攪拌爪4が突設される少なくとも1枚の切削攪拌板4’には実質的に掘溝(地盤改良体12)の全幅に亘って切削攪拌爪4が突設される。図6〜図8のいずれの場合も掘溝装置1は1度目と2度目で移動の向きを変えるため、切削攪拌爪4は切削攪拌板4’の中心線に関して対称な形に形成される。
【0021】
掘溝装置1の2度目の移動時の様子を示す図2に示すように、アイドラー9を通過する切削攪拌爪4が1度目の移動によって乱されている地盤中を移動することがないよう、掘溝装置1の2度目の移動時には掘溝装置1が上記のワイヤロープ8等の調整によりリーダ7に対して降下させられ、カッターポスト2の下端が1度目の移動時のカッターポスト2の下端より下に位置させられる。
【0022】
同様に掘溝装置1の3度目の移動時の様子を示す図3に示すように3度目の移動時のカッターポスト2の下端は2度目の移動時のカッターポスト2の下端より下に位置させられる。図4は1度目から3度目までのカッターポスト2の下端のレベルを示す。
【0023】
【発明の効果】
掘溝装置を一施工区間に対し、複数回移動させて連続地盤改良体を構築する場合において、請求項1では掘溝装置の移動時に無端チェインの、カッターポストを挟んで進行方向前方側に位置する区間が下降する向きに無端チェインを循環させると共に、掘溝装置の複数回目の移動時にカッターポストの下端を前回の移動時のカッターポストの下端より下の、乱されていない地盤に位置させると共に、無端チェインを進行方向前方側に位置する区間が下降する向きに循環させるため、カッターポストの下端を通過する切削攪拌爪が確実に掘溝装置の進行の向きと逆向きに地盤を掻くことができる。
【0024】
この結果、切削攪拌爪の速度に応じてカッターポストの下端部が前進しようとするため、カッターポストの上端部を進行の向きに移動させるのみで全長に亘って一定の速度でカッターポストを移動させることができ、カッターポストが施工開始時の状態から傾斜する事態を回避でき、施工能率が向上する。
【0025】
請求項2では切削攪拌爪が突設される少なくとも1枚の切削攪拌板に切削攪拌爪を実質的に掘溝の全幅に亘って形成するため、切削攪拌爪による反力の確保が確実になる。また切削攪拌爪を切削攪拌板の中心線に関して対称な形に形成するため、掘溝装置が移動の向きを変えても対応できる
【図面の簡単な説明】
【図1】掘溝装置の1度目の移動時の様子を示した立面図である。
【図2】掘溝装置の2度目の移動時の様子を示した立面図である。
【図3】掘溝装置の3度目の移動時の様子を示した立面図である。
【図4】1度目の移動時のカッターポストの下端のレベルと、2度目と3度目の移動時のカッターポストの下端のレベルの関係を示した立面図である。
【図5】掘溝装置の移動の向きと切削攪拌爪に作用する地盤からの反力の関係を示した図1,もしくは図3の拡大図である。
【図6】切削攪拌爪の形成例を示した斜視図である。
【図7】切削攪拌爪の形成例を示した斜視図である。
【図8】切削攪拌爪の形成例を示した斜視図である。
【符号の説明】
1……掘溝装置、2……カッターポスト、3……無端チェイン、4……切削攪拌爪、4’……切削攪拌板、5……ベースマシン、6……フレーム、7……リーダ、8……ワイヤロープ、9……アイドラー、10……掘削液、11……固化材、12……地盤改良体。
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a construction method that is carried out when a continuous ground improvement body is constructed by moving a digging apparatus a plurality of times with respect to one construction section.
[0002]
[Prior art and problems to be solved by the invention]
In the method of constructing a continuous ground improvement body using a grooving device in which an endless chain is stretched around the outer periphery of the cutter post, in case the construction must be stopped halfway through one construction section, When evacuation is performed after the construction of the section is completed, for example, the ground is excavated while supplying only the drilling fluid that does not consolidate during one round trip of the section, and the solidified material liquid is supplied during the third movement. While excavating again, stirring and mixing are performed.
[0003]
The grooving device is moved by applying thrust to the upper end of the cutter post in the advancing direction while applying reaction force to the frame of the base machine located on the ground. And the thrust is not transmitted to the lower end portion of the cutter post, so that the upper end portion of the cutter post precedes the state at the start of construction, and the lower end portion tends to recede, making it impossible to construct.
[0004]
The endless chain cuts the ground in the section located on the front side in the traveling direction across the cutter post, but if the endless chain is circulated in the direction in which the section located on the front side in the traveling direction descends, the endless chain is positioned at the lower end of the cutter post. The endless chain is conventionally circulated in the direction in which the section located on the front side in the traveling direction rises, because a force opposite to the direction of rotation is applied to the idler to increase the load on the motor.
[0005]
However, if the endless chain is circulated in this direction, the cutter agitating claw scratches the ground in the direction of the progress of the digging device at the position where the endless chain changes direction from descending to rising at the lower end of the cutter post. Since the lower end portion of the cutter post is moved backward, the upper end portion of the cutter post is preceded and the lower end portion tends to recede, so that the construction efficiency is extremely lowered and the possibility that the construction is impossible is increased.
[0006]
If the endless chain is circulated in a direction in which the section located forward in the direction of travel descends, the load on the motor increases, but when the cutting agitating claw passes the lower end of the cutter post, the ground is directed in the direction opposite to the direction of travel. Since it works to advance the lower end of the cutter post by scratching it, it is possible to avoid the situation where the cutter post is inclined, but the effect is limited to the first movement, and the hole is used for the second and subsequent movements. Since the bottom portion of the ground is disturbed, even if the cutting stirring claw scratches the ground, the ground reaction force cannot be expected, and it is difficult to finally avoid the inclination of the cutter post.
[0007]
This invention is a construction method that avoids the situation in which the cutter post is inclined until the end of the construction of one section, when the continuous ground improvement body is constructed by moving the digging device several times with respect to the construction section from the above background. It is what we propose.
[0008]
[Means for Solving the Problems]
In the present invention, the endless chain is circulated in the direction in which the section located on the front side in the traveling direction of the endless chain descends while the digging apparatus moves, and the cutter post of the digging apparatus is moved a plurality of times. lower end below the lower end of the cutter post during movement of the last, with is positioned ground undisturbed by Rukoto is circulated in a direction in which the segment is located an endless chain traveling direction front side descends, second and subsequent cutting stirring nails during movement in a state scratching in the direction opposite to the direction of progression of the ground, and the execution of one section is completed, the cutter post lower end to avoid the inclination of the cutter post due to retraction of.
[0009]
By circulating the endless chain in such a direction that the section located on the front side in the traveling direction of the endless chain goes down with the cutter post in between, the ground is dug when the cutting stirring claw passes the lower end of the cutter post as described above. If the endless chain is circulated, the lower end of the cutter post moves in the direction of travel as the upper end moves.
[0010]
Also, by placing the lower end of the cutter post below the lower end of the cutter post during the previous movement during the multiple movements of the grooving device, the cutting stirring pawl when passing through the lower end of the cutter post is always disturbed There is no reaction force shortage caused by scratching the ground that is disturbed, and it is possible to reliably remove the reaction force from the ground.
[0011]
The cutting stir claw reliably removes the reaction force from the ground at the bottom of the hole, and if the endless chain circulates, the lower end of the cutter post will change according to the speed of the cutting stir claw as it passes through the lower end of the cutter post. In order to move forward, the cutter post can be moved at a constant speed over the entire length just by moving the upper end of the cutter post in the direction of travel, and the upper end of the cutter post leads forward in the direction of travel. The situation in which the lower end is retracted is avoided. As a result, a situation where construction is impossible is prevented and construction efficiency is improved.
[0012]
The reaction force from the ground by the cutting agitating claw when passing through the lower end of the cutter post is substantially ensured by at least one cutting agitating plate on which the cutting agitating claw protrudes as described in claim 2. It is ensured by having a cutting stirring claw over the entire width of the groove. Further, the cutting stirring pawl is formed in a symmetric shape with respect to the center line of the cutting stirring plate, thereby corresponding to a change in the direction of movement of the digging apparatus .
[0013]
DETAILED DESCRIPTION OF THE INVENTION
The invention of claim 1 shows a digging apparatus 1 comprising a cutter post 2 and an endless chain 3 stretched around the outer periphery of the cutter post 2 and provided with a cutting stirring claw 4 for one construction section, as shown in FIGS. In this way, the continuous soil improvement body 12 is constructed by agitating and mixing the cutting soil and the solidified material 11 by moving the material multiple times.
[0014]
1 to 3 show a case where the digging apparatus 1 is moved three times in one reciprocal half, but the construction may be completed by two reciprocations of one reciprocation or may be moved more than three degrees. .
[0015]
1 to 3, the ground is excavated while supplying only the drilling fluid 10 that does not consolidate during the first round trip, that is, during the first and second movements, and solidifies during the third movement. Although the drilling is performed again while discharging or supplying the material 11, stirring and mixing are shown, the drilling may be performed while supplying the solidified material 11 from the first movement, and stirring and mixing may be performed. 1-3, the excavation part by the 1st movement and the 2nd movement is each shown by the 1-pass part, the 2nd pass part, and the stirring part by the 3rd movement is shown by the 3rd pass part.
[0016]
In the grooving device 1, a cutter post 2 is moved along a frame 6 by a hydraulic cylinder mounted on a base machine 5 and moved in a horizontal direction using the base machine 5 as a reaction force, and the cutting stirring claw 4 of the circulating endless chain 3 is grounded. The ground improvement body 12 is constructed by mixing the solidified material 11 discharged from the cutter post 2 or supplied from the ground and the cutting soil.
[0017]
The grooving device 1 is supported so as to be movable up and down along the leader 7 with respect to the base machine 5, and is shown by a wire cylinder 8 and a hydraulic cylinder or other lifting means installed separately from the horizontal movement hydraulic cylinder as shown. It moves up and down along the reader 7. When constructing the ground improvement body 12 in which the digging apparatus 1 forms a vertical surface, the ground improvement body 12 held by the reader 7 with the axis of the cutter post 2 facing the vertical direction and inclined with respect to the vertical surface In the case of construction, the reader 7 is held in an inclined state with respect to the vertical direction.
[0018]
When the digging apparatus 1 moves, the endless chain 3 is circulated in a direction in which the section located on the front side in the advancing direction indicated by an arrow is lowered (scraping direction) with the cutter post 2 interposed therebetween, as shown in FIG. As shown in FIG. 5, the direction of the grooving device 1 and the direction of the reaction force received from the ground when the cutting stirring claw 4 passes through the idler 9 at the lower end of the cutter post 2 coincide with each other. As a result, the lower end of the cutter post 2 tends to move in the direction of advancement of the grooving device 1 by the circulating cutting stirring claw 4, so that the movement of the grooving device 1 by the hydraulic cylinder of the base machine 5 passes through the idler 9. It will be supplemented by the cutting stirring claw 4.
[0019]
6 to 8, the cutting stirring claw 4 is formed so as to be easily subjected to a reaction force from the ground by scratching the ground when the cutting stirring claw 4 passes through the idler 9, and the cutting stirring claw 4 is deformed from the ground. The case where the force is ensured is shown.
[0020]
The cutting stirring claw 4 is fixed to the endless chain 3 and protrudes from a cutting stirring plate 4 ′ having a length larger than the width of the cutter post 2. A cutting stirring claw 4 protrudes from the stirring plate 4 'over substantially the entire width of the digging groove (ground improvement body 12). In any case of FIGS. 6 to 8, since the digging apparatus 1 changes the direction of movement between the first time and the second time, the cutting stirring claw 4 is formed symmetrically with respect to the center line of the cutting stirring plate 4 ′.
[0021]
As shown in FIG. 2 showing the state of the second movement of the digging apparatus 1, the cutting stirring claw 4 passing through the idler 9 does not move in the ground disturbed by the first movement. When the digging apparatus 1 is moved for the second time, the digging apparatus 1 is lowered with respect to the leader 7 by adjusting the wire rope 8 or the like, and the lower end of the cutter post 2 is moved to the lower end of the cutter post 2 during the first movement. Is located below.
[0022]
Similarly, the lower end of the cutter post 2 during the third movement is positioned below the lower end of the cutter post 2 during the second movement, as shown in FIG. It is done. FIG. 4 shows the level of the lower end of the cutter post 2 from the first time to the third time.
[0023]
【The invention's effect】
In the case of constructing a continuous ground improvement body by moving the grooving device a plurality of times with respect to one construction section, when the grooving device is moved, the endless chain is positioned on the front side in the traveling direction across the cutter post. with circulating endless chain in the direction section is lowered to, below the lower end of the plurality th cutter post at the time of movement of the last of the lower end of the cutter post when moving the Homizo device, with is positioned ground undisturbed , because is circulated in a direction in which the segment is located an endless chain traveling direction front side descends, scratching the ground in a direction opposite to the direction of progression of cutting agitation pawls passing the lower end of the cutter post reliably Homizo device Can do.
[0024]
As a result, since the lower end of the cutter post tends to move forward according to the speed of the cutting stirring claw, the cutter post is moved at a constant speed over the entire length simply by moving the upper end of the cutter post in the direction of travel. It is possible to avoid the situation where the cutter post is inclined from the state at the start of construction, and the construction efficiency is improved.
[0025]
According to the second aspect of the present invention, the cutting agitating claw is formed over substantially the entire width of the digging groove on at least one cutting agitating plate on which the cutting agitating claw is projected, so that the reaction force by the cutting agitating claw is ensured. . Further, since the cutting stirring claw is formed in a symmetrical shape with respect to the center line of the cutting stirring plate, it can cope even if the grooving device changes the direction of movement .
[Brief description of the drawings]
FIG. 1 is an elevational view showing a state of a first movement of a digging apparatus.
FIG. 2 is an elevation view showing a state when the digging apparatus is moved for the second time.
FIG. 3 is an elevational view showing a state when the digging apparatus is moved for the third time.
FIG. 4 is an elevational view showing the relationship between the level of the lower end of the cutter post during the first movement and the level of the lower end of the cutter post during the second and third movements.
FIG. 5 is an enlarged view of FIG. 1 or FIG. 3 showing the relationship between the direction of movement of the digging apparatus and the reaction force from the ground acting on the cutting stirring claw.
FIG. 6 is a perspective view showing an example of forming a cutting stirring claw.
FIG. 7 is a perspective view showing an example of forming a cutting stirring claw.
FIG. 8 is a perspective view showing an example of forming a cutting stirring claw.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Groove device, 2 ... Cutter post, 3 ... Endless chain, 4 ... Cutting stirring claw, 4 '... Cutting stirring plate, 5 ... Base machine, 6 ... Frame, 7 ... Leader, 8 ... wire rope, 9 ... idler, 10 ... drilling fluid, 11 ... solidified material, 12 ... ground improvement body.

Claims (2)

カッターポストとその外周に張架される、切削攪拌爪が突設された無端チェインからなる掘溝装置を一施工区間に対し、少なくとも一往復の複数回移動させて切削土と固化材を攪拌,混合し、連続地盤改良体を構築する方法において、掘溝装置の移動時に無端チェインを、カッターポストを挟んで進行方向前方側に位置する区間が下降する向きに循環させ、掘溝装置の複数回目の移動時にカッターポストの下端を前回の移動時のカッターポストの下端より下の、乱されていない地盤に位置させると共に、無端チェインを進行方向前方側に位置する区間が下降する向きに循環させ、切削攪拌爪がカッターポストの下端を通過するときに常に切削攪拌爪が地盤を進行の向きと逆向きに掻く状態にする連続地盤改良体の施工方法。The digging groove device consisting of an endless chain with a cutting stirring claw protruding from the cutter post and its outer periphery is moved to at least one reciprocation multiple times for one construction section to stir the cutting soil and solidified material. In the method of mixing and constructing the continuous ground improvement body, the endless chain is circulated in the direction in which the section located on the front side in the advancing direction across the cutter post descends during the movement of the digging apparatus, and the digging apparatus multiple times The lower end of the cutter post is positioned on the undisturbed ground below the lower end of the cutter post at the previous movement , and the endless chain is circulated in a direction in which the section located on the front side in the traveling direction descends. always method of constructing a continuous soil improvement material you ready to cut stirring nail scratching in the direction opposite to the direction of progression of the ground when the cutting stirring pawl passes the lower end of the cutter post. 切削攪拌爪が突設される少なくとも1枚の切削攪拌板は実質的に掘溝の全幅に亘って切削攪拌爪を有し、切削攪拌爪は切削攪拌板の中心線に関して対称な形に形成されている請求項1記載の連続地盤改良体の施工方法At least one cutting stirrer plate on which the cutting stirrer claw protrudes has a cutting stirrer claw substantially over the entire width of the digging groove, and the cutting stirrer claw is formed symmetrically with respect to the center line of the cutting stirrer plate. The construction method of the continuous ground improvement body of Claim 1 .
JP12217597A 1997-05-13 1997-05-13 Construction method of continuous ground improvement body Expired - Lifetime JP3607793B2 (en)

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JP2002227184A (en) * 2001-01-31 2002-08-14 Sekisui House Ltd Ground improvement method using ultrasonic waves and ground improvement stirrer
JP4889052B2 (en) * 2008-11-25 2012-02-29 ライト工業株式会社 How to build a continuous wall

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