JP2012036604A - Agitating and mixing machine in soil improving machine - Google Patents

Agitating and mixing machine in soil improving machine Download PDF

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JP2012036604A
JP2012036604A JP2010176033A JP2010176033A JP2012036604A JP 2012036604 A JP2012036604 A JP 2012036604A JP 2010176033 A JP2010176033 A JP 2010176033A JP 2010176033 A JP2010176033 A JP 2010176033A JP 2012036604 A JP2012036604 A JP 2012036604A
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agitation
drive chain
rotary
agitating
stirring
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Nozomi Kobayashi
望 小林
Keiji Hattori
啓二 服部
Toshiaki Ichino
敏明 市野
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Yahagi Construction Co Ltd
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Yahagi Construction Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To solve the problem of the conventional agitating and mixing machine in which: agitation mixing is insufficient especially at a drilling end and a degree of ground improvement is uneven when only a drilling and agitation blade is used.SOLUTION: An endless drive chain 5 is wound around between a drive sprocket 3 at the upper end of a column 2 and a driven sprocket 4 at the lower end of the column 2, a plurality of drilling and agitation blades 6, 6a... are disposed and mounted at every prescribed interval on the drive chain 5 to circulate and move the drilling and agitation blades 6, 6a... together with the drive chain 5, and rotary agitation means 8 provided with a rotary agitation blade 7 disposed so as to be rotated at least on one side face side of the column 2 is disposed near the lower end side of the column 2. By performing agitation and mixing at a drilling end by the rotary agitation blade 7 as well, roughly equal agitation mixing is made possible even when the agitating and mixing machine 1 cannot be horizontally moved without being pulled up.

Description

本発明は、地盤改良機における、無端状のドライブチェーンに装着した掘削撹拌翼をそのドライブチェーンと共に周回移動させる様にした、所謂トレンチャー式の撹拌混合機に関する。   The present invention relates to a so-called trencher type stirring mixer in which a drilling stirring blade mounted on an endless drive chain is moved together with the drive chain in a ground improvement machine.

従来、例えば基礎施工前に地盤を固める際に使用する地盤改良機にあっては、軸柱の一端の駆動スプロケットと軸柱の他端の従動スプロケットとの間に無端状のドライブチェーンを巻き掛け、該ドライブチェーンに所定のピッチで複数の掘削撹拌翼を装着し、上記掘削撹拌翼をチェーンと共に周回移動させる様にしたトレンチャー式撹拌混合機を、バックホウ等の建設機械のベースマシンのアーム先端に装着して構成されており、各掘削撹拌翼がドライブチェーンと共に周回移動させた状態で、ベースマシンの推力により撹拌混合機を押し下げることにより、該撹拌混合機の先端側で地盤を掘削するのと同時に、地盤に埋入状態の撹拌混合機における掘削撹拌翼により掘削土と軸柱先端より吐出された固化材とを掘削穴内で撹拌混合する様にしている(例えば、特許文献1参照)。   Conventionally, for example, in a ground improvement machine used to harden the ground before foundation construction, an endless drive chain is wound between a drive sprocket at one end of the shaft column and a driven sprocket at the other end of the shaft column. A trencher-type agitator / mixer, in which a plurality of excavator agitating blades are attached to the drive chain at a predetermined pitch and the excavator agitator blades move around with the chain, is attached to the tip of the arm of a base machine of a construction machine such as a backhoe. The excavator and the agitating blade are excavated on the tip side of the agitating mixer by pushing down the agitating mixer with the thrust of the base machine in a state where each excavating agitating blade is moved around together with the drive chain. At the same time, the excavated soil and the solidified material discharged from the tip of the shaft column are agitated and mixed in the excavation hole by the excavating agitating blade in the agitation mixer embedded in the ground. And it is (for example, see Patent Document 1).

特許第4365390号公報Japanese Patent No. 4365390

しかし、上記従来技術にあっては、掘削端では掘削時に通過した掘削撹拌翼でしか撹拌混合出来ないのに対し、掘削端より上方の掘削済部分では掘削端側へ向かう掘削撹拌翼と掘削端を通過した掘削撹拌翼によっても撹拌混合可能なことから、所定掘削深度に到達した時点では最深部で充分な撹拌混合が行えないため、そのままでは均等に撹拌混合出来ず、而も撹拌混合機が所定掘削深度に到達した状態でそのまま水平方向に移動しなければ隙なく撹拌混合出来ないが、掘削深度が深くなるのに伴い撹拌混合機に作用する地中抵抗が大きくなってそのまま水平方向することが非常に困難になることから、撹拌混合機を半分程度持ち上げることで地中抵抗を下げた後でなければ水平移動出来ず、よって水平移動のない下層での撹拌混合が極端に少なくなり、その結果改良済み地盤での改良度合いの粗密が大きくなってしまうなど、解決せねばならない課題があった。   However, in the above prior art, the agitation end can only be agitated and mixed at the excavation end with the excavation agitation blade passed at the time of excavation. Since the agitation and mixing can be performed by the excavation stirring blade that has passed through, the sufficient agitation and mixing cannot be performed at the deepest part when the predetermined excavation depth is reached. If it does not move in the horizontal direction as it is when it reaches the predetermined excavation depth, it cannot be mixed without gaps, but as the excavation depth increases, the underground resistance acting on the agitator / mixer increases and the horizontal direction remains unchanged. Therefore, it is impossible to move horizontally unless the ground resistance is lowered by lifting the stirring mixer by about half, so stirring mixing in the lower layer without horizontal movement is extremely difficult. Eliminated, such as the density of the improvement degree in the result improvement has been ground becomes large, there is a problem that must be solved.

本発明は、上記従来技術に基づく、掘削撹拌翼だけでは掘削端側での撹拌混合が不充分になって改良度合いに粗密が生じる課題に鑑み、軸柱の上端の駆動スプロケットと軸柱の下端の従動スプロケットとの間に無端状のドライブチェーンを巻き掛け、該ドライブチェーンに複数の掘削撹拌翼を所定間隔毎に配置装着して、該掘削撹拌翼をドライブチェーンと共に周回移動させる様にし、上記軸柱の下端側寄りに、軸柱の少なくとも一側面側に回転可能に配された回転撹拌翼を有するロータリー撹拌手段を配設し、掘削端での撹拌混合を回転撹拌翼でも行うことによって、撹拌混合機を持ち上ずに水平移動させることが出来なくても略均等な撹拌混合が行える様にして、上記課題を解決する。   The present invention is based on the above-described prior art, and in view of the problem that the agitation mixing on the excavation end side becomes insufficient with the excavation stirring blade alone and the degree of improvement becomes coarse, the drive sprocket at the upper end of the axial column and the lower end of the axial column An endless drive chain is wound between the driven sprocket and a plurality of excavation stirring blades are arranged and attached to the drive chain at predetermined intervals, and the excavation stirring blades are moved around with the drive chain. By arranging a rotary stirring means having a rotary stirring blade disposed rotatably on at least one side surface of the shaft column near the lower end side of the shaft column, and stirring mixing at the excavation end is also performed by the rotary stirring blade, The above problem is solved by enabling substantially uniform stirring and mixing even if the stirring and mixing machine cannot be moved horizontally without being lifted.

要するに本発明は、軸柱の上端の駆動スプロケットと軸柱の下端の従動スプロケットとの間に無端状のドライブチェーンを巻き掛け、該ドライブチェーンに複数の掘削撹拌翼を所定間隔毎に配置装着して、該掘削撹拌翼をドライブチェーンと共に周回移動させる様にし、上記軸柱の下端側寄りに、軸柱の少なくとも一側面側に回転可能に配された回転撹拌翼を有するロータリー撹拌手段を配設したので、回転駆動状態の回転撹拌翼が通過する過程でドライブチェーン内の部分での掘削土の撹拌混合を行うことが出来るため、より効率的且つ均等に撹拌混合を行うことが出来、更に所定掘削深度に到達した時点で撹拌混合機を水平移動させなくても充分に撹拌混合出来るため、直ぐに持ち上げ可能になるか、少なくとも停止時間の短縮化を図ることが出来、よって改良作業の所要時間の短縮化を図ることが出来る。
更に、上記ロータリー撹拌翼を、上記ドライブチェーンの周回方向に対し逆方向に回転駆動させる様にしたので、掘削端でのドライブチェーンの往動部位即ち下動部位で生じる掘削土の押し込みや復動部位即ち上動部位で生じる掘削土の持ち上がりを、回転駆動状態の回転撹拌翼で阻止する様に働くため、掘削土の動きが複雑化してより均一な撹拌混合を行うことが出来る等その実用的効果甚だ大である。
In short, the present invention wraps an endless drive chain between the drive sprocket at the upper end of the shaft column and the driven sprocket at the lower end of the shaft column, and a plurality of excavation stirring blades are arranged and mounted on the drive chain at predetermined intervals. The excavating stirring blade is moved around together with the drive chain, and a rotary stirring means having a rotating stirring blade rotatably disposed on at least one side surface of the shaft column is disposed near the lower end side of the shaft column. As a result, the excavated soil can be agitated and mixed in the portion of the drive chain in the process of passing the rotating agitating blade in the rotationally driven state, so that the agitating and mixing can be performed more efficiently and evenly. When it reaches the excavation depth, it can be sufficiently stirred and mixed without moving the stirring mixer horizontally, so it can be lifted immediately or at least shorten the stop time. Theft is possible, therefore it is possible to shorten the time required for the improvement work.
Furthermore, since the rotary agitating blade is driven to rotate in the direction opposite to the direction of rotation of the drive chain, the excavation soil is pushed in and moved backward at the excavation end, that is, the downward movement site of the drive chain. It works so as to prevent the lift of excavated soil generated at the part, that is, the upper moving part, with the rotary stirring blade in the rotational drive state, so that the movement of the excavated soil becomes complicated and more uniform stirring and mixing can be performed, etc. The effect is great.

本発明に係る地盤改良機における撹拌混合機の実施例1の側面図である。It is a side view of Example 1 of the stirring mixer in the ground improvement machine which concerns on this invention. 図1の撹拌混合機の正面図である。It is a front view of the stirring mixer of FIG. 図1のA−A断面の要部拡大図である。It is a principal part enlarged view of the AA cross section of FIG. 本発明に係る地盤改良機における撹拌混合機の実施例2の側面図である。It is a side view of Example 2 of the stirring mixer in the ground improvement machine which concerns on this invention. 図4のB−B断面の要部拡大図である。It is a principal part enlarged view of the BB cross section of FIG. 撹拌混合機の地盤への完全貫入状態を示す断面図である。It is sectional drawing which shows the perfect penetration state to the ground of a stirring mixer. 撹拌混合機を略半分を貫入状態のまま横方向へ移動させた状態を示す断面図である。It is sectional drawing which shows the state which moved the stirring mixer to the horizontal direction, with substantially half penetrated. 横移動後に撹拌混合機を完全貫入させた状態を示す断面図である。It is sectional drawing which shows the state which made the stirring mixer fully penetrate after a horizontal movement.

以下、本発明を実施するための形態を図面に基づき説明する。
地盤の掘削及び土と固化材との撹拌混合を目的とした地盤改良装置にあっては、主に建設機械であるバックホウの様なベースマシン(図示せず)と、該ベースマシンアームの先端に着脱可能に装着された、本発明に係るトレンチャー式の撹拌混合機1とで構成されている。
Hereinafter, embodiments for carrying out the present invention will be described with reference to the drawings.
In a ground improvement device for the purpose of excavating the ground and stirring and mixing the soil and solidified material, a base machine (not shown) such as a backhoe, which is a construction machine, and a tip of the base machine arm. It comprises a trencher type stirring mixer 1 according to the present invention that is detachably mounted.

上記撹拌混合機1にあっては、基本的に、略角柱筒状の軸柱2と、該軸柱2の上部に設けた駆動スプロケット3と、軸柱2の下部に設けた従動スプロケット4と、駆動スプロケット3と従動スプロケット4との間に巻き掛けた無端状のドライブチェーン5と、該ドライブチェーン5の外周に着脱可能に装着した複数の掘削撹拌翼6、6a…と、上記軸柱2の少なくとも下端側に、少なくとも軸柱2の一側面側に配された回転撹拌翼7を有したロータリー撹拌手段8とを有している。
上記ドライブチェーン5は、軸柱2の正背面に設けた複数のキャリアローラー9、9a…によって、軸柱2との間隔が確保され且つ安定周回する様にガイドされ、上記掘削撹拌翼6、6a…にあっては、ドライブチェーン5に対し直角に配置された基板と、該基板の外側面に、その長さ方向に並列一体化された複数枚のカッター刃とを有している。
又、軸柱2の下端に固化材吐出装置10を設け、該固化材吐出装置10は、例えばグラウトポンプ等(図示せず)により吐出パイプ(図示せず)を介して圧送されてきた粉体状若しくはスラリー状の固化材が吐出されるようになっている。
In the stirring mixer 1, basically, a substantially prismatic cylindrical column 2, a drive sprocket 3 provided at the upper part of the shaft 2, and a driven sprocket 4 provided at the lower part of the shaft 2, , An endless drive chain 5 wound between the drive sprocket 3 and the driven sprocket 4, a plurality of excavation stirring blades 6, 6 a... Detachably mounted on the outer periphery of the drive chain 5, and the shaft column 2. And a rotary stirring means 8 having a rotary stirring blade 7 disposed on at least one side of the shaft column 2 at least on the lower end side.
The drive chain 5 is guided by a plurality of carrier rollers 9, 9 a... Provided on the front and back surfaces of the shaft column 2 so as to secure a distance from the shaft column 2 and stably circulate. ... has a substrate disposed at right angles to the drive chain 5 and a plurality of cutter blades integrated in parallel in the length direction on the outer surface of the substrate.
Further, a solidifying material discharge device 10 is provided at the lower end of the shaft column 2, and the solidifying material discharge device 10 is, for example, a powder that has been pressure-fed through a discharge pipe (not shown) by a grout pump or the like (not shown). Or slurry-like solidification material is discharged.

図1〜3は、撹拌混合機1の実施例1の側面図、正面図及び図1のA−A断面の要部拡大図であり、この実施例1にあっては、1機のロータリー撹拌手段8が軸柱2の下端側寄りだけに配設されており、該ロータリー撹拌手段8は回転撹拌翼7、7aと、軸柱2を横貫してその両突端部に回転撹拌翼7、7aを装着した軸体11と、該軸体11の駆動手段とを有している。
上記駆動手段にあっては、軸柱2の上端側に配設した、ドライブチェーン5の周回方向とは逆方向に回転駆動させる駆動モータ12と、該駆動モータ12における軸柱2の内部に突出した駆動軸12a に装着されたスプロケット13と、上記軸体11に装着されたスプロケット14と、上記スプロケット13、14の間に巻き掛けた無端状のチェーン15とを有し、駆動モータ12により回転撹拌翼7、7aを回転駆動させる様にしている。
上記回転撹拌翼7、7aにあっては、各々が、軸体11に固定された回転板16と、該回転板16の外周側より外方突設した複数枚の撹拌板17、17a …とを有している。
1 to 3 are a side view, a front view, and an enlarged view of a main part of the AA cross section of FIG. 1 of Example 1 of the agitating mixer 1. The means 8 is disposed only near the lower end side of the shaft column 2, and the rotary stirring unit 8 has the rotary stirring blades 7 and 7 a and the rotary stirring blades 7 and 7 a that pass through the shaft column 2 at both projecting ends. And a driving means for the shaft body 11.
In the drive means, a drive motor 12 disposed on the upper end side of the shaft column 2 and driven to rotate in a direction opposite to the direction of rotation of the drive chain 5, and protrudes into the shaft column 2 in the drive motor 12. A sprocket 13 attached to the drive shaft 12a, a sprocket 14 attached to the shaft body 11, and an endless chain 15 wound between the sprockets 13 and 14, and rotated by the drive motor 12. The stirring blades 7 and 7a are driven to rotate.
Each of the rotary stirring blades 7 and 7a includes a rotary plate 16 fixed to the shaft body 11, and a plurality of stirring plates 17 and 17a that protrude outward from the outer peripheral side of the rotary plate 16. have.

図4、5は、本発明に係る地盤改良機における撹拌混合機の実施例2の側面図及び図4のB−B断面の要部拡大図であり、この実施例2にあっては、2機のロータリー撹拌手段8、8aが軸柱2の下端側寄と、その上方中間地位置に配設されており、該ロータリー撹拌手段8、8aの夫々は、実施例1と同様の回転撹拌翼7、7aと、軸柱2を横貫してその両突端部に回転撹拌翼7、7aを装着した軸体11と、該軸体11の駆動手段とを有している。
上記駆動手段にあっては、軸柱2の上端側に配設した、ドライブチェーン5の周回方向とは逆方向に回転駆動させる駆動モータ12と、該駆動モータ12における軸柱2の内部に突出した駆動軸12a に装着されたスプロケット13、13a と、下方のロータリー撹拌手段8における軸体11と上方のロータリー撹拌手段8aにおける軸体11に装着されたスプロケット14、14a と、上記スプロケット13、14及びスプロケット13a 、14a の間に巻き掛けた無端状のチェーン15、15a とを有し、駆動モータ12によりロータリー撹拌手段8、8aの回転撹拌翼7、7aを回転駆動させる様にしている。
4 and 5 are a side view of Example 2 of the stirring mixer in the ground improvement machine according to the present invention and an enlarged view of a main part of the BB cross section of FIG. The rotary stirring means 8 and 8a of the machine are arranged at the lower end side of the shaft column 2 and the upper intermediate position thereof, and each of the rotary stirring means 8 and 8a is the same as the rotary stirring blade in the first embodiment. 7, 7 a, a shaft body 11 that passes through the shaft column 2 and has rotary stirring blades 7, 7 a mounted on both projecting ends thereof, and a drive means for the shaft body 11.
In the drive means, a drive motor 12 disposed on the upper end side of the shaft column 2 and driven to rotate in a direction opposite to the direction of rotation of the drive chain 5, and protrudes into the shaft column 2 in the drive motor 12. Sprockets 13 and 13a mounted on the drive shaft 12a, the shaft body 11 in the lower rotary stirring means 8, the sprockets 14 and 14a mounted on the shaft body 11 in the upper rotary stirring means 8a, and the sprockets 13 and 14 And endless chains 15 and 15a wound between the sprockets 13a and 14a, and the drive motor 12 rotates the rotary stirring blades 7 and 7a of the rotary stirring means 8 and 8a.

尚、図示しないが、駆動モータ11に1個のスプロケットを、上方のロータリー撹拌手段8aにおける軸体10に2個のスプロケットを、下方のロータリー撹拌手段8における軸体10に1個のスプロケットを夫々装着すると共に、駆動モータ11に1個のスプロケットと上方のロータリー撹拌手段8aの一方のスプロケットの間、上方のロータリー撹拌手段8aの他方のスプロケットと下方のロータリー撹拌手段8のスプロケットの間にチェーンを巻き掛けたり、ロータリー撹拌手段8、8aの夫々に駆動モータを装備して独立駆動させても良い。   Although not shown, one sprocket for the drive motor 11, two sprockets for the shaft body 10 in the upper rotary stirring means 8 a, and one sprocket for the shaft body 10 in the lower rotary stirring means 8, respectively. At the same time, the drive motor 11 has a chain between one sprocket and one sprocket of the upper rotary stirring means 8a, and between the other sprocket of the upper rotary stirring means 8a and the sprocket of the lower rotary stirring means 8. Alternatively, the rotary agitating means 8 and 8a may be wound independently or may be independently driven by being equipped with a drive motor.

又、実施例1におけるロータリー撹拌手段8及び実施例2におけるロータリー撹拌手段8、8aには、軸柱2の両側面側に2枚の回転撹拌翼7、7aが配されているが、どちらか一側面のみに1枚配するだけでも良く、又実施例2には2機のロータリー撹拌手段8、8aが配設されているが、3機以上であっても良く、この場合であっても最下のロータリー撹拌手段は軸柱2の下端側寄りに配設されねばならない。   Further, the rotary stirring means 8 in Example 1 and the rotary stirring means 8 and 8a in Example 2 are provided with two rotary stirring blades 7 and 7a on both side surfaces of the shaft column 2. One piece may be arranged only on one side, and two rotary stirring means 8 and 8a are provided in the second embodiment, but three or more may be used. The lowermost rotary stirring means must be arranged near the lower end side of the shaft column 2.

次に、本発明に係る地盤改良機における撹拌混合機の作用について説明する。
軸柱2の上部に設けられた駆動スプロケット3の駆動モータ20を起動することにより、各掘削撹拌翼6、6a…がドライブチェーン5と共に周回移動すると共に、駆動モータ11を起動することにより回転撹拌翼7、7aが回転駆動した状態の撹拌混合機1を、ベースマシン(図示せず)により地盤W中に貫入させる過程で、地盤Wを掘削し、その掘削された土と固化材吐出装置10から吐出された固化材とを、形成された掘削穴X内で、各掘削撹拌翼6、6a…及び回転撹拌翼7、7aにより撹拌混合し、特に回転撹拌翼7、7aでは通過時にドライブチェーン5と内の部分での掘削土の撹拌混合を行い、図6(a)に示す様に、所定深さHに到達した時点で、図6(b)に示す様に、撹拌混合機1を駆動状態のまま先ず約H/2だけ持ち上げた後、所定寸法だけ横移動させ、図6(c)に示す様に、再度所定深さHまで貫入させることを繰り返して横方向全体に掘削・撹拌混合し、ここまでの工程を未処理箇所に順次繰り返し行って指定領域全体を掘削・撹拌混合し、その後養生固化すれば、指定領域内の地盤強度が向上する。
Next, the operation of the stirring mixer in the ground improvement machine according to the present invention will be described.
When the drive motor 20 of the drive sprocket 3 provided on the upper part of the shaft column 2 is started, each excavation stirring blade 6, 6a... Moves together with the drive chain 5, and the drive motor 11 is started to rotate. In the process in which the agitating mixer 1 in a state where the blades 7 and 7a are rotationally driven is inserted into the ground W by a base machine (not shown), the ground W is excavated, and the excavated soil and solidified material discharging device 10 is excavated. In the formed excavation hole X, the solidified material discharged from the agitator is agitated and mixed by the excavating agitating blades 6, 6a... And the rotating agitating blades 7, 7a. 5 and the inner part of the excavated soil is mixed, and when the predetermined depth H is reached as shown in FIG. 6 (a), as shown in FIG. First, it is lifted by about H / 2 in the driving state, then it is a predetermined dimension As shown in FIG. 6 (c), repeated penetration to a predetermined depth H and excavation / stirring / mixing in the entire lateral direction are repeated, and the steps up to this point are sequentially repeated in an untreated location. If the entire designated area is excavated, stirred and mixed, and then cured and solidified, the ground strength in the designated area will be improved.

尚、図6(a)に示す工程において、所定深さHに到達した時点での掘削端での撹拌混合は、掘削撹拌翼6、6a…だけでなくロータリー撹拌手段8における回転撹拌翼7、7aでも行われることから、掘削と同時に充分な撹拌混合が行われるため、撹拌混合機1は所定深さH到達後に時間を置かずに持上げ可能になる。   In the step shown in FIG. 6 (a), the stirring and mixing at the excavation end when the predetermined depth H is reached includes not only the excavation stirring blades 6, 6a, but also the rotary stirring blades 7 in the rotary stirring means 8, Since the agitation is also performed at 7a, sufficient agitation and mixing are performed simultaneously with excavation, so that the agitation mixer 1 can be lifted without taking time after reaching the predetermined depth H.

又、回転撹拌翼7、7aの回転方向を、ドライブチェーン5の周回方向とは逆にすることで、掘削端でのドライブチェーン5の下動部位で生じる掘削土の押し込みや上動部位で生じる掘削土の持ち上がりを阻止する様に働いて、掘削土の動きが複雑化してより均一な撹拌混合が行われる。   In addition, by rotating the rotating agitating blades 7 and 7a in the direction opposite to the direction of rotation of the drive chain 5, the excavating soil is pushed in and the upper moving part is generated in the lower moving part of the drive chain 5 at the excavation end. It works to prevent the excavated soil from lifting, and the movement of the excavated soil becomes complicated, resulting in more uniform agitation and mixing.

但し、図6(b)に示す工程において、持上げ距離を掘削深さの約半分にしているが、かかる割合に限定せず、地盤Wの質や掘削穴Xの深さにより決定する様にし、掘削穴Xが浅ければ持ち上げなくても良い場合もある。
又、図6(a)〜図6(c)において、掘削穴X内にハッチングが無く空白であるが、分かりやすくするためのものであって、実際には固化材が混合された掘削土が充填されている。
However, in the process shown in FIG. 6 (b), the lifting distance is about half of the excavation depth, but it is not limited to such a ratio, and it is determined by the quality of the ground W and the depth of the excavation hole X, If the excavation hole X is shallow, it may not be necessary to lift it.
6 (a) to 6 (c), the excavation hole X is blank without hatching, but it is for the sake of easy understanding. Filled.

又、混合撹拌された土壌の導電率を計測し、この測定値が設定値になった時点で混合撹拌が完了したものとする確認手段を撹拌混合機1に搭載して、かかる完了確認手段における検出センサ(図示せず)を、軸柱2の下端側、具体的にはロータリー撹拌手段8と従動スプロケット4との間に設置して、作業中随時導電率を計測する様にしても良い。   Further, the conductivity of the mixed and agitated soil is measured, and when the measured value reaches the set value, the confirmation means that the mixed agitation is completed is installed in the agitation mixer 1, and the completion confirmation means A detection sensor (not shown) may be installed on the lower end side of the shaft column 2, specifically between the rotary stirring means 8 and the driven sprocket 4 to measure the conductivity as needed during the work.

1 撹拌混合機
2 軸柱
3 駆動スプロケット
4 従動スプロケット
5 ドライブチェーン
6、6a… 掘削撹拌翼
7、7a 回転撹拌翼
8 ロータリー撹拌手段
DESCRIPTION OF SYMBOLS 1 Stirring mixer 2 Shaft pillar 3 Drive sprocket 4 Driven sprocket 5 Drive chain 6, 6a ... Excavation stirring blade 7, 7a Rotary stirring blade 8 Rotary stirring means

Claims (2)

地盤改良機におけるベースマシンのアーム先端に装着するトレンチャー式の撹拌混合機であって、
軸柱の上端の駆動スプロケットと軸柱の下端の従動スプロケットとの間に無端状のドライブチェーンを巻き掛け、該ドライブチェーンに複数の掘削撹拌翼を所定間隔毎に配置装着して、該掘削撹拌翼をドライブチェーンと共に周回移動させる様にし、上記軸柱の下端側寄りに、軸柱の少なくとも一側面側に回転可能に配された回転撹拌翼を有するロータリー撹拌手段を配設したことを特徴とする撹拌混合機。
A trencher type stirring mixer to be attached to the tip of an arm of a base machine in a ground improvement machine,
An endless drive chain is wound between the drive sprocket at the upper end of the shaft column and the driven sprocket at the lower end of the shaft column, and a plurality of excavation agitating blades are mounted on the drive chain at predetermined intervals, and the excavation agitation is performed. The blade is moved around together with the drive chain, and a rotary stirring means having a rotary stirring blade disposed rotatably on at least one side surface of the shaft column is disposed near the lower end side of the shaft column. Stir mixer.
上記ロータリー撹拌手段を、上記回転撹拌翼が、上記ドライブチェーンの周回方向に対し逆方向に回転駆動させる様にしたことを特徴とする請求項1記載の撹拌混合機。   2. The agitation mixer according to claim 1, wherein the rotary agitating means is configured such that the rotary agitating blade is rotationally driven in a direction opposite to a rotating direction of the drive chain.
JP2010176033A 2010-08-05 2010-08-05 Agitating and mixing machine in soil improving machine Pending JP2012036604A (en)

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Publication number Priority date Publication date Assignee Title
CN103147477A (en) * 2013-04-09 2013-06-12 上海工程机械厂有限公司 Cutting box of slot milling machine
JP2014231725A (en) * 2013-05-30 2014-12-11 株式会社大林組 Earth retaining wall and construction method for the same
JP2015218471A (en) * 2014-05-16 2015-12-07 浩樹 椋田 Ground improvement device
JP6342557B1 (en) * 2017-08-07 2018-06-13 株式会社大林組 Quality evaluation method and ground improvement device for stabilized soil in ground improvement method
CN111485828A (en) * 2020-04-30 2020-08-04 章警帅 Piling equipment for building
JP7477088B2 (en) 2021-01-18 2024-05-01 成幸利根株式会社 Methods for constructing and testing underground impermeable walls

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JPH0734447A (en) * 1993-07-21 1995-02-03 Jinichi Sawabe Excavation stirring device and improvement construction of ground using same
JP2003041571A (en) * 2001-07-27 2003-02-13 Kato Construction Co Ltd Soil improving device and soil improving method

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JPH0734447A (en) * 1993-07-21 1995-02-03 Jinichi Sawabe Excavation stirring device and improvement construction of ground using same
JP2003041571A (en) * 2001-07-27 2003-02-13 Kato Construction Co Ltd Soil improving device and soil improving method

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103147477A (en) * 2013-04-09 2013-06-12 上海工程机械厂有限公司 Cutting box of slot milling machine
JP2014231725A (en) * 2013-05-30 2014-12-11 株式会社大林組 Earth retaining wall and construction method for the same
JP2015218471A (en) * 2014-05-16 2015-12-07 浩樹 椋田 Ground improvement device
JP6342557B1 (en) * 2017-08-07 2018-06-13 株式会社大林組 Quality evaluation method and ground improvement device for stabilized soil in ground improvement method
JP2019031794A (en) * 2017-08-07 2019-02-28 株式会社大林組 Evaluation method of quality of stabilized soil in ground improvement method, and ground improvement device
CN111485828A (en) * 2020-04-30 2020-08-04 章警帅 Piling equipment for building
JP7477088B2 (en) 2021-01-18 2024-05-01 成幸利根株式会社 Methods for constructing and testing underground impermeable walls

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