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JP6401570B2 - Ground improvement device and ground improvement method using the device - Google Patents
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JP6401570B2 - Ground improvement device and ground improvement method using the device - Google Patents

Ground improvement device and ground improvement method using the device Download PDF

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JP6401570B2
JP6401570B2 JP2014211700A JP2014211700A JP6401570B2 JP 6401570 B2 JP6401570 B2 JP 6401570B2 JP 2014211700 A JP2014211700 A JP 2014211700A JP 2014211700 A JP2014211700 A JP 2014211700A JP 6401570 B2 JP6401570 B2 JP 6401570B2
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ground
mixer
movable
fixed
stirring
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JP2016079667A (en
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久 深田
久 深田
磯谷 修二
修二 磯谷
渡辺 英次
英次 渡辺
健一 今給黎
健一 今給黎
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Fudo Tetra Corp
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  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Description

本発明は、幅の広い壁状の改良体を鉛直や水平に造成したり、既存構造物の直下の地盤を改良する際に用いて好適な地盤改良装置及び該装置を用いる地盤改良工法に関する。   The present invention relates to a ground improvement device suitable for use in creating a wide wall-like improvement body vertically or horizontally, or improving the ground directly under an existing structure, and a ground improvement method using the device.

この種の地盤改良装置として、図25及び図26に示すものが知られている(例えば、特許文献1参照。)。   As this kind of ground improvement device, what is shown in FIG. 25 and FIG. 26 is known (for example, refer patent document 1).

この地盤改良装置1は、図25及び図26に示すように、施工機2を有しており、この施工機2の揺動アーム3の先端部3aに鉛直アーム4を設けている。そして、この鉛直アーム4の先端部4aに、地盤9中に貫入されてセメント系固化材を供給しつつ原位置土と攪拌混合する攪拌混合機5を回動自在に支持している。   As shown in FIG. 25 and FIG. 26, the ground improvement device 1 has a construction machine 2, and a vertical arm 4 is provided at the tip 3 a of the swing arm 3 of the construction machine 2. A stir mixer 5 that is inserted into the ground 9 and stirs and mixes with the in-situ soil while supplying the cement-based solidified material is rotatably supported at the tip 4a of the vertical arm 4.

攪拌混合機5は、攪拌翼(図示略)を取り付けた無端状のチェーン6を一対のスプロケット7.7間に巻回して循環駆動するようになっている。また、図26に示すように、攪拌混合機5の後部には、地盤9中において後方に向かって伸張することにより、後方地盤から反力をとって攪拌混合機5全体を前方に押し出すための反力板8aを備えた前進用ジャッキ8を搭載している。   The stirring mixer 5 is configured to circulate and drive an endless chain 6 equipped with stirring blades (not shown) between a pair of sprockets 7.7. Further, as shown in FIG. 26, the rear portion of the agitating mixer 5 extends backward in the ground 9, so that the entire agitating mixer 5 is pushed forward by taking a reaction force from the rear ground. A forward jack 8 provided with a reaction force plate 8a is mounted.

特開2007−162337号公報(図6、図7)JP 2007-162337 A (FIGS. 6 and 7)

しかしながら、前記従来の地盤改良装置1では、地盤9中に攪拌混合機5を鉛直に貫入する際に、チェーン6の回転方向が一方向のみであるため、攪拌混合機5がチェーン6の回転方向に傾斜し易く、傾斜修正を行いながら貫入する必要があった。   However, in the conventional ground improvement device 1, when the stirring mixer 5 vertically penetrates into the ground 9, the rotation direction of the chain 6 is only one direction. It was necessary to penetrate while correcting the inclination.

また、攪拌混合機5が上下(深度)方向に一律の範囲(攪拌混合機5を水平姿勢とした状態の範囲)でしか改良できないため、余分な改良部(以下「余改良部」という)が発生し易かった。   In addition, since the stirring mixer 5 can be improved only in a uniform range in the vertical (depth) direction (a range in which the stirring mixer 5 is in a horizontal posture), an extra improvement portion (hereinafter referred to as “extra improvement portion”) is provided. It was easy to occur.

さらに、攪拌混合機5全体を前方に押し出すために反力板8aを備えた前進用ジャッキ8が必要不可欠なため、その分、装置全体が高価で大型化した。   Furthermore, since the forward jack 8 provided with the reaction force plate 8a is indispensable for pushing the entire stirring mixer 5 forward, the entire apparatus is expensive and large.

そこで、本発明は、前記した課題を解決すべくなされたものであり、攪拌混合機を地盤に対して簡単かつ確実に鉛直に貫入することができ、また、深度方向に地盤改良の幅を自由に変えることができて余改良部を可及的に低減させることができる小型の地盤改良装置及び該装置を用いる地盤改良工法を提供することを目的とする。   Therefore, the present invention has been made to solve the above-mentioned problems, and can easily and reliably penetrate the stirring mixer vertically with respect to the ground, and can freely improve the ground improvement in the depth direction. It is an object of the present invention to provide a small ground improvement device that can be reduced to a small improvement portion as much as possible and a ground improvement method using the device.

請求項1の発明は、施工機のアタッチメントの先端部に、地盤中に貫入されて改良材を供給しつつ原位置土と攪拌混合する攪拌混合機を備えた地盤改良装置において、前記アタッチメントの先端部に攪拌混合機を固定し、この固定側の攪拌混合機に対して接近した状態から駆動手段を介して離間する方向に移動する可動側の攪拌混合機を少なくとも1機設け、前記各攪拌混合機を、モータで駆動する駆動スプロケットを備えた駆動軸と、この駆動軸の駆動スプロケットの駆動に従動する従動スプロケットを備えた少なくとも1つの従動軸と、これら駆動スプロケットと従動スプロケットの間に掛け渡された無端状のチェーンと、この無端状のチェーンに所定間隔毎に取り付けられた複数のビットと、前記駆動軸と前記従動軸に所定間隔毎に取り付けられた複数の攪拌翼とで構成したことを特徴とする。 Invention of Claim 1 is the ground improvement apparatus provided with the stirring mixer which stirs and mixes with an in-situ soil, supplying the improvement material penetrated in the ground at the front-end | tip part of the attachment of a construction machine, The tip of the said attachment The stirring mixer is fixed to the section, and at least one movable-side stirring mixer that moves in a direction away from the fixed-side stirring mixer in a direction away from the driving means is provided . The machine is driven between a drive shaft having a drive sprocket driven by a motor, at least one driven shaft having a driven sprocket driven by the drive sprocket of the drive shaft, and between the drive sprocket and the driven sprocket. An endless chain, a plurality of bits attached to the endless chain at predetermined intervals, and the drive shaft and the driven shaft at predetermined intervals. It is constituted by a plurality of stirring blades attached to said.

請求項2の発明は、請求項1記載の地盤改良装置であって、前記可動側の攪拌混合機に対して接近した状態から離間する方向に駆動手段を介して移動する可動側の攪拌混合機を更に1機設けたことを特徴とする。   Invention of Claim 2 is the ground improvement apparatus of Claim 1, Comprising: The movable side stirring mixer which moves via a drive means in the direction away from the state which approached with respect to the said movable side stirring mixer One more machine is provided.

請求項3の発明は、請求項1記載の地盤改良装置であって、前記固定側の攪拌混合機を挟むようにして接近した状態から離間する方向に駆動手段を介して移動する可動側の攪拌混合機を一対設けたことを特徴とする。   Invention of Claim 3 is the ground improvement apparatus of Claim 1, Comprising: The stirring mixer of the movable side which moves via a drive means in the direction away | separated from the approached state so that the stirring mixer of the fixed side may be pinched | interposed A pair is provided.

請求項の発明は、請求項1〜3のいずれか1項に記載の地盤改良装置であって、前記駆動手段を油圧シリンダとしたことを特徴とする。 A fourth aspect of the present invention is the ground improvement device according to any one of the first to third aspects, wherein the driving means is a hydraulic cylinder.

請求項の発明は、施工機のアタッチメントの先端部に、地盤中に貫入されて改良材を供給しつつ原位置土と攪拌混合する攪拌混合機を備えた地盤改良装置を用いる地盤改良工法において、前記アタッチメントの先端部に固定された固定側の攪拌混合機と、この固定側の攪拌混合機に対して接近した状態に設けられた可動側の攪拌混合機とを共に稼働させながら前記地盤中の所定の深度まで貫入させ、次に、前記固定側の攪拌混合機の稼働を停止させて反力を得つつ、前記可動側の攪拌混合機を前記固定側の攪拌混合機に対して離間する方向に移動させて前記地盤の原位置土に前記改良材を注入しながら攪拌混合して地盤改良することを特徴とする。 The invention of claim 5 is a ground improvement method using a ground improvement device equipped with a stirrer mixing device that stirs and mixes with the in-situ soil while being fed into the ground and supplying the improvement material to the tip of the attachment of the construction machine. The fixed-side stirring mixer fixed to the tip of the attachment and the movable-side stirring mixer provided close to the fixed-side stirring mixer are operated together in the ground. The fixed-side stirring mixer is then moved away from the fixed-side stirring mixer while the operation of the fixed-side stirring mixer is stopped to obtain a reaction force. The ground is improved by moving in the direction and stirring and mixing while pouring the improving material into the original soil of the ground.

請求項の発明は、請求項記載の地盤改良工法であって、前記可動側の攪拌混合機に対して接近した状態から駆動手段を介して離間する方向に更に移動するもう1機の可動側の攪拌混合機により、更に奥くの前記地盤の原位置土を地盤改良することを特徴とする。 The invention according to claim 6 is the ground improvement method according to claim 5 , wherein the second movable unit further moves in a direction away from the movable side stirring mixer from the state approaching the movable side stirring mixer. The ground in situ soil is further improved by the side stirring mixer.

請求項の発明は、請求項記載の地盤改良工法であって、前記固定側の攪拌混合機を挟むようにして接近した状態から駆動手段を介して離間する方向に移動する一対の可動側の攪拌混合機により、前記固定側の攪拌混合機の両側に位置する前記地盤の原位置土をそれぞれ地盤改良することを特徴とする。 A seventh aspect of the present invention is the ground improvement method according to the fifth aspect of the present invention, wherein a pair of movable-side agitators move in a direction away from each other through the driving means from a state of being close to the fixed-side agitator mixer. The ground is improved for each of the soils of the ground located on both sides of the fixed-side stirring mixer by a mixer.

以上説明したように、請求項1の発明の地盤改良装置によれば、施工機のアタッチメントの先端部に攪拌混合機を固定し、この固定側の攪拌混合機に対して接近した状態から駆動手段を介して離間する方向に移動する可動側の攪拌混合機を少なくとも1機設けたことにより、地盤改良の幅を自由に変えることができる。これにより、余改良部を可及的に低減させることができ、その分低コスト化を図ることができる。特に、各攪拌混合機を、モータで駆動する駆動スプロケットを備えた駆動軸と、この駆動軸の駆動スプロケットの駆動に従動する従動スプロケットを備えた少なくとも1つの従動軸と、これら駆動スプロケットと従動スプロケットの間に掛け渡された無端状のチェーンと、この無端状のチェーンに所定間隔毎に取り付けられた複数のビットと、駆動軸と従動軸に所定間隔毎に取り付けられた複数の攪拌翼とで構成し、可動側の攪拌混合機の無端状のチェーンと固定側の攪拌混合機の無端状のチェーンを逆回転させることにより、攪拌混合機を地盤に対して簡単かつ確実に鉛直に貫入することができる。また、地盤改良の際には、固定側の攪拌混合機を反力板として機能させることができる。 As described above, according to the ground improvement device of the invention of the first aspect, the stirring mixer is fixed to the distal end portion of the attachment of the construction machine, and the driving means from the state approaching the stirring mixer on the fixed side. By providing at least one movable-side stirrer / mixer that moves in a direction away from each other, the width of ground improvement can be freely changed. Thereby, a surplus improvement part can be reduced as much as possible, and cost reduction can be achieved by that much. In particular, each agitator and mixer includes a drive shaft provided with a drive sprocket driven by a motor, at least one driven shaft provided with a driven sprocket driven by the drive sprocket of the drive shaft, the drive sprocket and the driven sprocket. An endless chain spanned between, a plurality of bits attached to the endless chain at predetermined intervals, and a plurality of stirring blades attached to the drive shaft and the driven shaft at predetermined intervals. By configuring the endless chain of the stirrer mixer on the movable side and the endless chain of the stirrer mixer on the fixed side to reversely rotate, the stirrer mixer can be easily and reliably penetrated vertically into the ground. Can do. In addition, when the ground is improved, the fixed-side stirring mixer can function as a reaction force plate.

請求項2の発明の地盤改良装置によれば、可動側の攪拌混合機に対して接近した状態から離間する方向に駆動手段を介して移動する可動側の攪拌混合機を更に1機設けたことにより、地盤改良の幅を更に大きく広げることができる。即ち、複数の攪拌混合機により施工範囲を広くすることができ、一度に改良できる範囲を増やすことができる。   According to the ground improvement device of the second aspect of the present invention, there is further provided one movable-side stirring mixer that moves via the driving means in a direction away from the state of approaching the movable-side stirring mixer. Thus, the range of ground improvement can be further expanded. That is, the construction range can be widened by a plurality of stirring mixers, and the range that can be improved at once can be increased.

請求項3の発明の地盤改良装置によれば、固定側の攪拌混合機を挟むようにして接近した状態から離間する方向に駆動手段を介して移動する可動側の攪拌混合機を一対設けたことにより、地盤改良の幅を更に大きく広げることができる。即ち、複数の攪拌混合機により施工範囲を広くすることができ、一度に改良できる範囲を増やすことができる。   According to the ground improvement device of the invention of claim 3, by providing a pair of movable-side stirring mixers that move via the drive means in a direction away from the approached state so as to sandwich the fixed-side stirring mixer, The range of ground improvement can be further expanded. That is, the construction range can be widened by a plurality of stirring mixers, and the range that can be improved at once can be increased.

請求項の発明の地盤改良装置によれば、駆動手段を油圧シリンダとしたことで、簡単な構造により地盤改良の幅を自由に変えることができる。 According to the ground improvement device of the invention of the fourth aspect , since the drive means is a hydraulic cylinder, the width of the ground improvement can be freely changed with a simple structure.

請求項の発明の地盤改良工法によれば、アタッチメントの先端部に固定された固定側の攪拌混合機と、この固定側の攪拌混合機に対して接近した状態に設けられた可動側の攪拌混合機とを共に稼働させながら地盤中の所定の深度まで貫入させ、次に、固定側の攪拌混合機の稼働を停止させて反力を得つつ、可動側の攪拌混合機を固定側の攪拌混合機に対して離間する方向に移動させて地盤の原位置土に改良材を注入しながら攪拌混合して地盤改良することにより、地盤改良の幅を自由に変えることができて、余改良部を可及的に低減させることができ、その分低コスト化を図ることができる。 According to the ground improvement method of the invention of claim 5 , the fixed-side stirring mixer fixed to the tip of the attachment, and the movable-side stirring provided close to the fixed-side stirring mixer Penetration to the specified depth in the ground while working together with the mixer, then stop the operation of the fixed-side stirrer mixer to obtain reaction force, while stirring the movable-side stirrer mixer on the fixed side The width of ground improvement can be changed freely by moving it in a direction away from the mixer and stirring and mixing it while injecting the improvement material into the soil in the ground. Can be reduced as much as possible, and the cost can be reduced accordingly.

請求項の発明の地盤改良工法によれば、可動側の攪拌混合機に対して接近した状態から駆動手段を介して離間する方向に更に移動するもう1機の可動側の攪拌混合機により、更に奥くの地盤の原位置土を地盤改良することにより、地盤改良の幅を更に大きく広げることができる。 According to the ground improvement construction method of the invention of claim 6 , by another movable stirring mixer that further moves in a direction away from the movable stirring mixer from the state approaching the driving mixer, Furthermore, the ground improvement can be further broadened by improving the soil in the ground in the back.

請求項の発明の地盤改良工法によれば、固定側の攪拌混合機を挟むようにして接近した状態から駆動手段を介して離間する方向に移動する一対の可動側の攪拌混合機により、固定側の攪拌混合機の両側に位置する地盤の原位置土をそれぞれ地盤改良することにより、地盤改良の幅を更に大きく広げることができる。 According to the ground improvement method of the invention of claim 7 , the fixed side stirring mixer is moved by the pair of movable side stirring mixers that move in the direction away from each other through the driving means from the approached state so as to sandwich the fixed side stirring mixer. The ground improvement can be further broadened by improving the soil in the original soil located on both sides of the mixing mixer.

本発明の第1実施形態の地盤改良装置を示す側面図である。It is a side view which shows the ground improvement apparatus of 1st Embodiment of this invention. 上記地盤改良装置の正面図である。It is a front view of the ground improvement device. (a)は上記地盤改良装置の攪拌混合機の正面図、(b)は同攪拌混合機の側面図である。(A) is a front view of the stirring mixer of the ground improvement device, and (b) is a side view of the stirring mixer. 上記攪拌混合機の要部の拡大説明図である。It is expansion explanatory drawing of the principal part of the said stirring mixer. (a)は図3(a)中A−A線に沿う断面図、(b)は図3(a)中B−B線に沿う断面図、(c)は駆動手段により改良材供給用の配管が伸びた状態を示す説明図、(d)は同配管が縮んだ状態を示す説明図である。3A is a cross-sectional view taken along the line AA in FIG. 3A, FIG. 3B is a cross-sectional view taken along the line BB in FIG. 3A, and FIG. Explanatory drawing which shows the state which piping extended, (d) is explanatory drawing which shows the state which the piping contracted. 上記地盤改良装置の可動側と固定側の各攪拌混合機が地盤に貫入した状態を示す側面図である。It is a side view which shows the state which each stirring mixer of the movable side and fixed side of the said ground improvement apparatus penetrated into the ground. 上記可動側の攪拌混合機が前方へ平行移動する初期の状態を示す側面図である。It is a side view which shows the initial state in which the said stirring mixer of the movable side translates ahead. 上記可動側の攪拌混合機が前方へ平行移動する途中の状態を示す側面図である。It is a side view which shows the state in the middle of the said movable side stirring mixer translating forward. 上記可動側の攪拌混合機が前方へ平行移動し終わった状態を示す側面図である。It is a side view which shows the state which the said stirring mixer of the movable side finished translating forward. 上記可動側の攪拌混合機の前方への平行移動による地盤改良の状態を示す説明図である。It is explanatory drawing which shows the state of the ground improvement by the parallel movement ahead of the said stirring mixer of the movable side. 上記可動側と固定側の各攪拌混合機が地盤に貫入した状態を示す側面図である。It is a side view which shows the state which each said stirring mixer of the said movable side and fixed side penetrated into the ground. 上記可動側の攪拌混合機が上方へ揺動する初期の状態を示す側面図である。It is a side view which shows the initial state which the said stirring mixer of the movable side rocks upwards. 上記可動側の攪拌混合機が上方へ揺動する途中の状態を示す側面図である。It is a side view which shows the state in the middle of the said movable side stirring mixer swinging upwards. 上記可動側の攪拌混合機が上方へ揺動し終わった状態を示す側面図である。It is a side view which shows the state which the said stirring mixer of the movable side finished swinging upwards. 上記可動側の攪拌混合機の上方への揺動による地盤改良の状態を示す説明図である。It is explanatory drawing which shows the state of the ground improvement by the rocking | fluctuation upward of the said stirring mixer of the said movable side. 本発明の第2実施形態の地盤改良装置の可動側と固定側の各攪拌混合機が地盤に貫入した状態を示す側面図である。It is a side view which shows the state which each stirring mixer of the movable side and fixed side of the ground improvement apparatus of 2nd Embodiment of this invention penetrated into the ground. 上記第2実施形態の一方の可動側の攪拌混合機が前方へ平行移動し終わった状態を示す側面図である。It is a side view which shows the state which the one side stirring mixer of the said 2nd Embodiment has finished translating forward. 上記第2実施形態の他方の可動側の攪拌混合機が更に前方へ平行移動し終わった状態を示す側面図である。It is a side view which shows the state where the other movable side stirring mixer of the said 2nd Embodiment finished the parallel movement further forward. 上記第2実施形態の各可動側の攪拌混合機の前方への平行移動による地盤改良の状態を示す説明図である。It is explanatory drawing which shows the state of the ground improvement by the parallel movement to the front of the stirring mixer of each movable side of the said 2nd Embodiment. 本発明の第3実施形態の地盤改良装置の可動側と固定側の各攪拌混合機が地盤に貫入した状態を示す側面図である。It is a side view which shows the state which each stirring mixer of the movable side and fixed side of the ground improvement apparatus of 3rd Embodiment of this invention penetrated into the ground. 上記第3実施形態の両側の各可動側の攪拌混合機が前後方向へ平行移動し終わった状態を示す側面図である。It is a side view which shows the state which the stirring mixer of each movable side of the both sides of the said 3rd Embodiment finished translating back and forth. 上記第3実施形態の両側の各可動側の攪拌混合機の前後方向への平行移動による地盤改良の状態を示す説明図である。It is explanatory drawing which shows the state of the ground improvement by the parallel movement to the front-back direction of each movable side stirring mixer of the both sides of the said 3rd Embodiment. 上記第3実施形態の両側の各可動側の攪拌混合機が上方へ揺動し終わった状態を示す側面図である。It is a side view which shows the state which the stirring mixer of each movable side of the both sides of the said 3rd Embodiment finished swinging upwards. 上記第3実施形態の両側の各可動側の攪拌混合機の上方への揺動による地盤改良の状態を示す説明図である。It is explanatory drawing which shows the state of the ground improvement by the rocking | fluctuation upward of each movable side stirring mixer of the both sides of the said 3rd Embodiment. 従来の攪拌混合機を鉛直姿勢で事前改良部に挿入した状態を示す説明図である。It is explanatory drawing which shows the state which inserted the conventional stirring mixer into the prior improvement part by the vertical attitude | position. 上記従来の攪拌混合機を水平姿勢とした状態を示す説明図である。It is explanatory drawing which shows the state which made the said conventional stirring mixer the horizontal attitude | position.

以下、本発明の実施形態を図面に基づいて説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

<第1実施形態>
図1は本発明の第1実施形態の地盤改良装置を示す側面図、図2は同地盤改良装置の正面図、図3(a)は同地盤改良装置の攪拌混合機の正面図、図3(b)は同攪拌混合機の側面図、図4は同攪拌混合機の要部の拡大説明図、図5(a)はは図3(a)中A−A線に沿う断面図、図5(b)は図3(a)中B−B線に沿う断面図、図5(c)は駆動手段により改良材供給用の配管が伸びた状態を示す説明図、図5(d)は同配管が縮んだ状態を示す説明図である。
<First Embodiment>
1 is a side view showing a ground improvement device according to a first embodiment of the present invention, FIG. 2 is a front view of the ground improvement device, FIG. 3A is a front view of a stirring mixer of the ground improvement device, FIG. (B) is a side view of the stirring mixer, FIG. 4 is an enlarged explanatory view of the main part of the stirring mixer, FIG. 5 (a) is a cross-sectional view taken along line AA in FIG. 3 (a), and FIG. 5 (b) is a cross-sectional view taken along the line BB in FIG. 3 (a), FIG. 5 (c) is an explanatory view showing a state in which the pipe for improving material supply is extended by the driving means, and FIG. It is explanatory drawing which shows the state which the piping shrunk.

図1及び図2に示すように、地盤改良装置10は施工機11を有しており、この施工機11の前面には、リーダ12を立設してある。このリーダ12の前側に設けられたラック13には昇降装置14の図示しないピニオンが噛合しており、この昇降装置14に連結されたアタッチメント15がリーダ12に沿って昇降動するようになっている。そして、このアタッチメント15の先端部15aに、地盤A中に貫入されてセメントスラリーやエア等の改良材Cを供給しつつ原位置土Bと攪拌混合する固定側の攪拌混合機20と可動側の攪拌混合機30と、を備えている。   As shown in FIGS. 1 and 2, the ground improvement device 10 has a construction machine 11, and a leader 12 is erected on the front surface of the construction machine 11. A rack 13 provided on the front side of the reader 12 is engaged with a pinion (not shown) of the lifting device 14, and an attachment 15 connected to the lifting device 14 moves up and down along the reader 12. . Then, a fixed-side stirring mixer 20 that is inserted into the ground A and supplied with an improvement material C such as cement slurry or air and stirred and mixed with the in-situ soil B and the movable-side stirring portion 20 is inserted into the tip 15a of the attachment 15. And a stirring mixer 30.

図3(b)及び図4に示すように、アタッチメント15のコ字状の先端部15aに、鉛直方向に延びる固定側の攪拌混合機20を該コ字状の先端部15aから一体に延びる一対のフレーム21,21を介して取り付けてある。さらに、図1〜図3に示すように、固定側の攪拌混合機20に対して接近(近接)した状態から一対の油圧シリンダ(駆動手段)40,40を介して離間する方向に移動する可動側の攪拌混合機30を併設してある。この可動側の攪拌混合機30は、初期の可動前の状態において、固定側の攪拌混合機20に対して重ならない近接した状態で併設されている。   As shown in FIGS. 3B and 4, a pair of stirring mixers 20 on the fixed side extending in the vertical direction are integrally extended from the U-shaped tip 15 a to the U-shaped tip 15 a of the attachment 15. Are attached via frames 21 and 21. Further, as shown in FIGS. 1 to 3, the movable body moves in a direction away from the state where it is close (close) to the fixed-side stirring mixer 20 via a pair of hydraulic cylinders (drive means) 40, 40. A side stirring mixer 30 is also provided. The movable-side stirring mixer 30 is provided in an adjacent state so as not to overlap the fixed-side stirring mixer 20 in an initial state before being moved.

図1〜図5に示すように、固定側の攪拌混合機20は、アタッチメント15のコ字状の先端部15aから鉛直方向に一体に延びる一対のフレーム21,21と、この一対のフレーム21,21の上端側に回転自在に支持され、両側に駆動スプロケット23をそれぞれ取り付けた駆動軸22と、一対のフレーム21,21の上側から下端側にかけて所定間隔毎に回転自在に支持され、両側に従動スプロケット25をそれぞれ取り付けた4本の従動軸24と、アタッチメント15の一方のフレーム21の内面にカバー26c等で取り付けられ、各ギヤ26a,26bを介して駆動軸22を回転駆動させるモータ(駆動手段)26と、駆動軸22の一対の駆動スプロケット23,23と4本の従動軸24の両側の各一対の従動スプロケット25,25の間に掛け渡された一対の無端状のチェーン(無端状の帯体)27,27と、この一対の無端状のチェーン27,27に所定間隔毎に取り付けられた掘削爪としての複数の掘削ビット(ビット)28と、駆動軸22と各従動軸24の両端側と中央両側に所定間隔毎に4箇所取り付けられた複数の攪拌翼29と、で構成されている。   As shown in FIGS. 1 to 5, the stirring mixer 20 on the fixed side includes a pair of frames 21 and 21 that extend integrally from the U-shaped tip portion 15 a of the attachment 15 in the vertical direction, and the pair of frames 21 and 21. 21 is rotatably supported at the upper end side, and is attached to the drive shaft 22 having the drive sprockets 23 mounted on both sides thereof, and is rotatably supported at predetermined intervals from the upper side to the lower end side of the pair of frames 21 and 21, and driven on both sides. A motor (driving means) that is attached to the inner surface of one of the frames 21 of the attachment 15 with four driven shafts 24 each having a sprocket 25 attached thereto and a cover 26c and the like, and that drives the drive shaft 22 through the gears 26a and 26b. ) 26, a pair of driven sprockets 23, 23 on the drive shaft 22 and a pair of driven sprockets 25, 2 on both sides of the four driven shafts 24 A pair of endless chains (endless strips) 27, 27 spanned between the two and a plurality of excavations as excavation claws attached to the pair of endless chains 27, 27 at predetermined intervals. It comprises a bit (bit) 28 and a plurality of stirring blades 29 that are attached to the drive shaft 22 and each end of the driven shaft 24 and to both sides of the center 24 at predetermined intervals.

図4及び図5(a)に示すように、モータ26の回転軸に固定された駆動ギヤ26aが駆動軸22に固定されたギヤ26bに噛合することにより、1つのモータ26で一対の無端状のチェーン27,27を介して4本の従動軸24をそれぞれ回転させるようになっている。尚、図4に示すように、モータ26と各ギヤ26a,26bは、カバー26cでそれぞれ覆われている。   As shown in FIG. 4 and FIG. 5A, the drive gear 26 a fixed to the rotation shaft of the motor 26 meshes with the gear 26 b fixed to the drive shaft 22, so that one motor 26 forms a pair of endless shapes. The four driven shafts 24 are rotated through the chains 27 and 27, respectively. As shown in FIG. 4, the motor 26 and the gears 26a and 26b are respectively covered with a cover 26c.

また、図1〜図5に示すように、駆動軸22と各従動軸24の4箇所に取り付けられた各攪拌翼29は、片側或いは両側において90度間隔で十字状に延びており、上下列においてその位相が45度ずれている。   Moreover, as shown in FIGS. 1-5, each stirring blade 29 attached to the four places of the drive shaft 22 and each driven shaft 24 extends in a cross shape at intervals of 90 degrees on one side or both sides. The phase is shifted by 45 degrees.

図1〜図3及び図5に示すように、可動側の攪拌混合機30は、アタッチメント15のコ字状の先端部15a,15a間の間隔と同じ間隔を有して鉛直方向に延びる両側部31b,31bと天井部31aを有したコ字状のフレーム31と、このフレーム31の両側部31b,31bの上端側に回転自在に支持され、両側に駆動スプロケット33をそれぞれ取り付けた駆動軸32と、フレーム31の両側部31b,31bの上側から下端側にかけて所定間隔毎に回転自在に支持され、両側に従動スプロケット35をそれぞれ取り付けた4本の従動軸34と、フレーム31の一方の側部31bの内面にカバー36c等で取り付けられ、各ギヤ36a,36bを介して駆動軸32を回転駆動させるモータ(駆動手段)36と、駆動軸32の一対の駆動スプロケット33,33と4本の従動軸34の両側の各一対の従動スプロケット35,35の間に掛け渡された一対の無端状のチェーン(無端状の帯体)37,37と、この一対の無端状のチェーン37,37に所定間隔毎に取り付けられた掘削爪としての複数の掘削ビット(ビット)38と、駆動軸32と各従動軸34の両端側と中央両側に所定間隔毎に4箇所取り付けられた複数の攪拌翼39と、で構成されている。   As shown in FIG. 1 to FIG. 3 and FIG. 5, the stirring mixer 30 on the movable side has both sides extending in the vertical direction with the same spacing as the spacing between the U-shaped tip portions 15 a of the attachment 15. A U-shaped frame 31 having 31b, 31b and a ceiling portion 31a, and a drive shaft 32 rotatably supported on the upper end sides of both side portions 31b, 31b of the frame 31 and mounted with drive sprockets 33 on both sides; The four driven shafts 34 that are rotatably supported at predetermined intervals from the upper side to the lower side of the both side portions 31b and 31b of the frame 31 and are respectively attached to the driven sprockets 35 on both sides, and one side portion 31b of the frame 31 A motor (driving means) 36 that is attached to the inner surface of the motor with a cover 36c or the like and rotationally drives the drive shaft 32 via the gears 36a and 36b, and a pair of drive shaft A pair of endless chains (endless strips) 37, 37 spanned between each pair of driven sprockets 35, 35 on both sides of the sprockets 33, 33 and the four driven shafts 34, A plurality of excavation bits (bits) 38 as excavation claws attached to the endless chains 37, 37 at predetermined intervals, and four positions at predetermined intervals on both ends and the central sides of the drive shaft 32 and each driven shaft 34 And a plurality of attached stirring blades 39.

図3(a)及び図5(a)に示すように、モータ36の回転軸に固定された駆動ギヤ36aが駆動軸32に固定されたギヤ36bに噛合することにより、1つのモータ36で一対の無端状のチェーン37,37を介して4本の従動軸34をそれぞれ回転させるようになっている。尚、図3(a)に示すように、モータ36と各ギヤ36a,36bは、カバー36cでそれぞれ覆われている。   As shown in FIG. 3A and FIG. 5A, a pair of one motor 36 is coupled with a drive gear 36 a fixed to the rotation shaft of the motor 36 by meshing with a gear 36 b fixed to the drive shaft 32. The four driven shafts 34 are respectively rotated through the endless chains 37 and 37. As shown in FIG. 3A, the motor 36 and the gears 36a and 36b are respectively covered with a cover 36c.

また、図1〜図3及び図5に示すように、駆動軸32と各従動軸34の4箇所に取り付けられた各攪拌翼39は、片側或いは両側において90度間隔で十字状に延びており、上下列においてその位相が45度ずれている。   In addition, as shown in FIGS. 1 to 3 and 5, the stirring blades 39 attached to the four positions of the drive shaft 32 and the driven shafts 34 extend in a cross shape at intervals of 90 degrees on one side or both sides. In the upper and lower rows, the phase is shifted by 45 degrees.

さらに、図3(a),(b)に示すように、固定側の攪拌混合機20の一対のフレーム21,21と可動側の攪拌混合機30のフレーム31の両側部31b,31bは、同じ長さ、同じ幅にそれぞれ形成されている。また、図3〜図5に示すように、固定側の攪拌混合機20の一対のフレーム21,21と可動側の攪拌混合機30のフレーム31の両側部31b,31bとは、側面側から見てクロスするように配置された一対の油圧シリンダ40,40にて近接・離反自在に連結されている。この各油圧シリンダ40は、シリンダ本体40aと、このシリンダ本体40a内を油圧により進退動するピストンロッド40bとで構成されている。   Further, as shown in FIGS. 3A and 3B, the pair of frames 21 and 21 of the fixed-side stirring mixer 20 and the side portions 31b and 31b of the frame 31 of the movable-side stirring mixer 30 are the same. The length and the same width are formed respectively. As shown in FIGS. 3 to 5, the pair of frames 21, 21 of the fixed-side stirring mixer 20 and the side portions 31 b, 31 b of the frame 31 of the movable-side stirring mixer 30 are viewed from the side. Are connected to each other by a pair of hydraulic cylinders 40, 40 arranged so as to cross each other. Each of the hydraulic cylinders 40 includes a cylinder body 40a and a piston rod 40b that moves forward and backward in the cylinder body 40a by hydraulic pressure.

そして、図4及び図5(b)に示すように、正面から見て右側に位置する固定側のフレーム21の正面上部に一方の油圧シリンダ40のシリンダ本体40aの基端部がブラケット41とピン42を介して枢支されていると共に、正面から見て右側に位置する可動側のフレーム31の側部31bの背面下部に一方の油圧シリンダ40のピストンロッド40bの先端部がブラケット43とピン44を介して枢支されている。   4 and 5B, the base end portion of the cylinder body 40a of one hydraulic cylinder 40 is connected to the bracket 41 and the pin on the front upper portion of the fixed-side frame 21 located on the right side when viewed from the front. The front end portion of the piston rod 40b of one hydraulic cylinder 40 is mounted on the bracket 43 and the pin 44 at the lower back of the side portion 31b of the movable side frame 31 that is pivotally supported through 42 and located on the right side when viewed from the front. It is pivoted through.

さらに、図4及び図5(a),(b)に示すように、正面から見て左側に位置する固定側のフレーム21の正面下部に他方の油圧シリンダ40のシリンダ本体40aの基端部がブラケット43とピン44を介して枢支されていると共に、正面から見て左側に位置する可動側のフレーム31の側部31bの背面上部に一方の油圧シリンダ40のピストンロッド40bの先端部がブラケット41とピン42を介して枢支されている。   Further, as shown in FIGS. 4 and 5 (a) and 5 (b), the base end portion of the cylinder body 40a of the other hydraulic cylinder 40 is located at the lower front portion of the fixed frame 21 located on the left side when viewed from the front. The front end of the piston rod 40b of one hydraulic cylinder 40 is bracketed to the upper part of the back surface of the side portion 31b of the movable frame 31 located on the left side when viewed from the front, while being pivotally supported via the bracket 43 and the pin 44. 41 and pin 42 are pivotally supported.

また、図5(a)〜(d)に示すように、一対の油圧シリンダ40,40には、各ピストンロッド40bの伸縮に連動して伸縮する小径円筒部50bと、この小径円筒部50bを内包した大径円筒部50aとから成る改良材供給用の伸縮配管50をそれぞれ併設してある。各伸縮配管50の大径円筒部50aの基端部は、フレキシブルな配管51を介してフレーム21からアタッチメント15とリーダ12とを沿うように配置された供給配管52に接続されていると共に、該各伸縮配管50の小径円筒部50bの先端部は、フレキシブルな配管53を介して吐出口54aを有したノズル配管54に接続されている。このノズル配管54の先端の吐出口54aより圧縮エアを混合したセメントスラリー(改良材)Cを地盤Aの原位置土B中の改良域に噴射するようになっている。尚、図中符号Dは既存の構造物、符号Eは固化体(改良体)を示す。   As shown in FIGS. 5A to 5D, the pair of hydraulic cylinders 40 and 40 includes a small-diameter cylindrical portion 50b that expands and contracts in conjunction with expansion and contraction of each piston rod 40b, and the small-diameter cylindrical portion 50b. Each of the expansion pipes 50 for supplying the improved material, which includes the large-diameter cylindrical portion 50a included, is provided. A base end portion of the large-diameter cylindrical portion 50a of each expansion / contraction pipe 50 is connected to a supply pipe 52 arranged along the attachment 15 and the reader 12 from the frame 21 via a flexible pipe 51, and The distal end portion of the small diameter cylindrical portion 50 b of each telescopic pipe 50 is connected to a nozzle pipe 54 having a discharge port 54 a through a flexible pipe 53. Cement slurry (improving material) C mixed with compressed air is sprayed from the discharge port 54a at the tip of the nozzle pipe 54 to the improved area in the original position soil B of the ground A. In the figure, symbol D indicates an existing structure, and symbol E indicates a solidified body (improved body).

次に、前記構成の地盤改良装置10による第1(矩形ブロック状の固化体)の施工例を、図6〜図10を用いて順に説明する。   Next, a first (rectangular block solidified) construction example by the ground improvement device 10 having the above-described configuration will be described in order with reference to FIGS.

まず、図6に示すように、地盤改良装置10のアタッチメント15の先端部15aに固定の固定側の攪拌混合機20のチェーン27と可動側の攪拌混合機30のチェーン37とを互いに逆回転させながら地盤Aに貫入する。この際に、チェ−ン27,37の逆回転により互いの回転力を打ち消し合うため、固定側の攪拌混合機20と可動側の攪拌混合機30との鉛直性を保ちながら固定側の攪拌混合機20と可動側の攪拌混合機30とを複数の掘削ビット28,38及び複数の攪拌翼29,39を介して地盤Aに簡単かつスムーズに貫入することができる。   First, as shown in FIG. 6, the chain 27 of the fixed stirring mixer 20 fixed to the tip 15a of the attachment 15 of the ground improvement device 10 and the chain 37 of the movable stirring mixer 30 are rotated in the reverse direction. It penetrates into ground A. At this time, since the rotational forces of the chains 27 and 37 are reversed by the reverse rotation, the fixed side stirring and mixing device 20 and the movable side stirring and mixing device 30 are maintained while maintaining the verticality. The machine 20 and the stirring mixer 30 on the movable side can be easily and smoothly penetrated into the ground A through the plurality of excavating bits 28 and 38 and the plurality of stirring blades 29 and 39.

次に、図7に示すように、固定側の攪拌混合機20のチェーン27の回転を停止させる。このチェーン27の停止により固定側の攪拌混合機20を反力板として機能させて反力を得つつ、図8と図9に示すように、一対の油圧シリンダ40,40の各ピストンロッド40bを同期させて同じ長さに伸ばすことにより、可動側の攪拌混合機30を前方へ平行移動させる。これら地盤Aへの貫入及び前方への平行移動の際に、可動側の攪拌混合機30に配置されたノズル配管54の吐出口54aより圧縮エアを混合したセメントスラリーCを地盤Aの原位置土B中の改良域に噴射することで、原位置土BにセメントスラリーCを注入しながら複数の攪拌翼29,39を介して攪拌混合して地盤改良する。   Next, as shown in FIG. 7, the rotation of the chain 27 of the fixed-side stirring mixer 20 is stopped. As shown in FIGS. 8 and 9, the piston rods 40b of the pair of hydraulic cylinders 40, 40 are moved while the chain 27 is stopped so that the fixed-side stirring mixer 20 functions as a reaction force plate to obtain a reaction force. The movable stirring mixer 30 is translated forward by synchronizing and extending to the same length. The cement slurry C mixed with the compressed air from the discharge port 54a of the nozzle pipe 54 disposed in the movable-side stirring mixer 30 during the penetration into the ground A and the forward parallel movement is used as the in-situ soil of the ground A. By injecting into the improved zone in B, the ground is improved by stirring and mixing through a plurality of stirring blades 29 and 39 while injecting cement slurry C into the original soil B.

そして、図10に示すように、可動側の攪拌混合機30の鉛直方向から前方への平行移動による地盤改良により、既存の構造物Dの真下の支持地盤A中に矩形ブロック(壁)状の固化体(改良体)Eを鉛直から水平に造成することができ、既存の構造物Dの真下の支持地盤Aの地盤改良を簡単かつ確実に行うことができる。   Then, as shown in FIG. 10, a rectangular block (wall) shape is formed in the supporting ground A directly under the existing structure D by the ground improvement by the parallel movement of the movable side stirring mixer 30 from the vertical direction to the front. The solidified body (improved body) E can be created from the vertical to the horizontal, and the ground improvement of the supporting ground A directly under the existing structure D can be performed easily and reliably.

このように、地盤改良装置10のアタッチメント15の先端部15aに攪拌混合機20を固定し、この固定側の攪拌混合機20に対して接近した状態から一対の油圧シリンダ40,40を介して離間する方向に移動する可動側の攪拌混合機30を1機設け、各油圧シリンダ40により可動側の攪拌混合機30を前方に平行移動させることにより、地盤改良の幅を深度方向で自由に変えることができる。これにより、余改良部を最小限にでき、その分低コスト化を図ることができる。   In this way, the stirring mixer 20 is fixed to the tip 15a of the attachment 15 of the ground improvement device 10, and separated from the fixed stirring mixer 20 via the pair of hydraulic cylinders 40, 40. The width of ground improvement can be freely changed in the depth direction by providing one movable-side stirrer / mixer 30 that moves in a moving direction and moving the movable-side stirrer / mixer 30 forward by each hydraulic cylinder 40. Can do. Thereby, a surplus improvement part can be minimized and cost reduction can be attained by that much.

また、各攪拌混合機20,30を、モータ26,36で回転する駆動軸22,32と、駆動軸22,32の各駆動スプロケット23,33及び4本の従動軸24,34の各従動スプロケット25,35に掛け渡された無端状のチェーン27,37と、この無端状のチェーン27,37により回転する各従動軸24,34及び駆動軸22,32に所定間隔毎(この第1実施形態では4列)に取り付けられた複数の攪拌翼29,39等で構成したことにより、横方向の施工範囲を広くすることができ、一度に改良できる範囲を増やすことができる。   Further, the stirring mixers 20 and 30 are driven by drive shafts 22 and 32 rotated by motors 26 and 36, drive sprockets 23 and 33 of the drive shafts 22 and 32, and driven sprockets of the four driven shafts 24 and 34, respectively. Endless chains 27 and 37 spanned between 25 and 35 and the driven shafts 24 and 34 and drive shafts 22 and 32 rotated by the endless chains 27 and 37 at predetermined intervals (this first embodiment) In this case, the construction range in the horizontal direction can be widened and the range that can be improved at a time can be increased.

さらに、地盤改良の際には、可動側の攪拌混合機30のチェーン37を回転させ、固定側の攪拌混合機20のチェーン27の回転を停止させて固定側の攪拌混合機20を反力板として機能させることができるため、可動側の攪拌混合機30の前方のみに改良範囲を広げることができる。これにより、従来のような反力板が不要となる。   Further, when the ground is improved, the chain 37 of the movable stirring mixer 30 is rotated, the rotation of the chain 27 of the fixed stirring mixer 20 is stopped, and the fixed stirring mixer 20 is moved to the reaction plate. Therefore, the improvement range can be expanded only in front of the movable stirring mixer 30 on the movable side. Thereby, the conventional reaction force plate becomes unnecessary.

さらに、可動側の攪拌混合機30を前方に移動させる駆動手段として油圧シリンダ40を用いたことにより、簡単な構造により地盤改良の幅を自由に変えることができる。   Furthermore, by using the hydraulic cylinder 40 as a driving means for moving the movable-side stirring mixer 30 forward, the width of ground improvement can be freely changed with a simple structure.

次に、前記構成の地盤改良装置10による第2(扇ブロック状の固化体)の施工例を、図11〜図15を用いて順に説明する。   Next, the 2nd (fan block-shaped solidified body) construction example by the ground improvement apparatus 10 of the said structure is demonstrated in order using FIGS. 11-15.

まず、図11に示すように、地盤改良装置10のアタッチメント15の先端部15aに固定の固定側の攪拌混合機20のチェーン27と可動側の攪拌混合機30のチェーン37とを互いに逆回転させながら地盤Aに貫入する。この際に、チェ−ン27,37の逆回転により互いの回転力を打ち消し合うため、固定側の攪拌混合機20と可動側の攪拌混合機30との鉛直性を保ちながら固定側の攪拌混合機20と可動側の攪拌混合機30とを複数の掘削ビット28,38及び複数の攪拌翼29,39を介して地盤Aに簡単かつスムーズに貫入することができる。   First, as shown in FIG. 11, the chain 27 of the fixed stirring mixer 20 fixed to the tip 15 a of the attachment 15 of the ground improvement device 10 and the chain 37 of the movable stirring mixer 30 are rotated in reverse to each other. It penetrates into ground A. At this time, since the rotational forces of the chains 27 and 37 are reversed by the reverse rotation, the fixed side stirring and mixing device 20 and the movable side stirring and mixing device 30 are maintained while maintaining the verticality. The machine 20 and the stirring mixer 30 on the movable side can be easily and smoothly penetrated into the ground A through the plurality of excavating bits 28 and 38 and the plurality of stirring blades 29 and 39.

次に、図12に示すように、固定側の攪拌混合機20のチェーン27の回転を停止させると共に、一対の油圧シリンダ40,40の各ピストンロッド40bを同期させて少し伸ばすことにより、可動側の攪拌混合機30を前方へ少し平行移動させる。このチェーン27の停止により固定側の攪拌混合機20を反力板として機能させて反力を得つつ、図13と図14に示すように、正面右側に配置された一方の油圧シリンダ40のピストンロッド40bを他方の油圧シリンダ40のピストンロッド40bよりも長く伸ばすことにより、可動側の攪拌混合機30を上方へ90度揺動させる。これら地盤Aへの貫入及び上方への揺動の際に、可動側の攪拌混合機30に配置されたノズル配管54の吐出口54aより圧縮エアを混合したセメントスラリーCを地盤Aの原位置土B中の改良域に噴射することで、原位置土BにセメントスラリーCを注入しながら複数の攪拌翼29,39を介して攪拌混合して地盤改良する。   Next, as shown in FIG. 12, the rotation of the chain 27 of the fixed-side stirring mixer 20 is stopped, and the piston rods 40 b of the pair of hydraulic cylinders 40, 40 are slightly extended in synchronism with each other. The agitating mixer 30 is moved slightly in parallel forward. As shown in FIGS. 13 and 14, the piston of one hydraulic cylinder 40 disposed on the right side of the front face is obtained while the chain 27 is stopped so that the stationary stirring mixer 20 functions as a reaction force plate to obtain a reaction force. By extending the rod 40b longer than the piston rod 40b of the other hydraulic cylinder 40, the movable-side stirring mixer 30 is swung upward by 90 degrees. During the penetration into the ground A and the upward swing, the cement slurry C mixed with compressed air from the discharge port 54a of the nozzle pipe 54 arranged in the movable stirring mixer 30 is placed in the soil in the ground A. By injecting into the improved zone in B, the ground is improved by stirring and mixing through a plurality of stirring blades 29 and 39 while injecting cement slurry C into the original soil B.

そして、図15に示すように、可動側の攪拌混合機30の鉛直方向から上方への揺動による地盤改良により、既存の構造物Dの真下の支持地盤A中に扇ブロック状の固化体Eを鉛直から水平に造成することができ、既存の構造物Dの真下の支持地盤Aの地盤改良を簡単かつ確実に行うことができる。これにより、前記第1の施工例と同様の作用・効果を奏する。   Then, as shown in FIG. 15, the fan block-shaped solidified body E is formed in the supporting ground A directly under the existing structure D by improving the ground by swinging the stirring mixer 30 on the movable side upward from the vertical direction. Can be constructed from the vertical to the horizontal, and the ground improvement of the supporting ground A directly under the existing structure D can be easily and reliably performed. Thereby, there exists an effect | action and effect similar to the said 1st construction example.

<第2実施形態>
図16は本発明の第2実施形態の地盤改良装置の可動側と固定側の各攪拌混合機が地盤に貫入した状態を示す側面図、図17は同地盤改良装置の一方の可動側の攪拌混合機が前方へ平行移動し終わった状態を示す側面図、図18は同地盤改良装置の他方の可動側の攪拌混合機が更に前方へ平行移動し終わった状態を示す側面図、図19は各可動側の攪拌混合機の前方への平行移動による地盤改良の状態を示す説明図である。
Second Embodiment
FIG. 16 is a side view showing a state where each of the movable and fixed agitating mixers of the ground improvement device according to the second embodiment of the present invention has penetrated the ground, and FIG. 17 is a stirring on one movable side of the ground improvement device. FIG. 18 is a side view showing a state in which the mixer has been translated forward, FIG. 18 is a side view showing a state in which the other movable stirring mixer of the ground improvement device has been translated further forward, and FIG. It is explanatory drawing which shows the state of the ground improvement by the parallel movement ahead of each stirring mixer of each movable side.

この第2実施形態の地盤改良装置10′は、可動側の攪拌混合機30に対して接近した状態から離間する方向に一対の油圧シリンダ(駆動手段)40,40を介して移動する可動側の攪拌混合機30を更にもう1機設けてある。この各油圧シリンダ40は、一対の可動側の攪拌混合機30,30の各フレーム31の両側部31b,31b間に、前記第1実施形態と同様に、ブラケット41,43とピン42,44を介して枢支してあり、他の構成は、前記第1実施形態と同様であるので、同一構成部分に同一符号を付して、詳細な説明は省略する。   The ground improvement device 10 ′ of the second embodiment has a movable side moving through a pair of hydraulic cylinders (driving means) 40, 40 in a direction away from a state of approaching the movable side stirring mixer 30. Another stirring mixer 30 is provided. Each hydraulic cylinder 40 includes brackets 41 and 43 and pins 42 and 44 between both side portions 31b and 31b of each frame 31 of the pair of movable-side stirring mixers 30 and 30, as in the first embodiment. Since the other components are the same as those of the first embodiment, the same reference numerals are given to the same components, and the detailed description is omitted.

次に、前記構成の地盤改良装置10′による施工例を、図16〜図19を用いて順に説明する。   Next, construction examples by the ground improvement device 10 ′ having the above-described configuration will be described in order with reference to FIGS. 16 to 19.

まず、図16に示すように、地盤改良装置10′のアタッチメント15の先端部15aに固定の固定側の攪拌混合機20のチェーン27と、一対の可動側の攪拌混合機30,30の各チェーン37とを互いに逆回転させながら地盤Aに貫入する。この際に、各チェ−ン27,37の逆回転により互いの回転力を打ち消し合うため、固定側の攪拌混合機20と各可動側の攪拌混合機30との鉛直性を保ちながら固定側の攪拌混合機20と各可動側の攪拌混合機30とを複数の掘削ビット28,38及び複数の攪拌翼29,39を介して地盤Aに簡単かつスムーズに貫入することができる。   First, as shown in FIG. 16, the chain 27 of the fixed-side stirring mixer 20 fixed to the tip 15 a of the attachment 15 of the ground improvement device 10 ′, and each of the pair of movable-side stirring mixers 30, 30. 37 penetrates the ground A while rotating in reverse. At this time, the reverse rotation of the chains 27 and 37 cancels each other's rotational force, so that the fixed side stirring mixer 20 and the movable side stirring mixer 30 are kept vertical while maintaining the verticality. The stirring mixer 20 and the stirring mixer 30 on each movable side can be easily and smoothly penetrated into the ground A through the plurality of excavating bits 28 and 38 and the plurality of stirring blades 29 and 39.

次に、図17に示すように、固定側の攪拌混合機20のチェーン27の回転を停止させる。このチェーン27の停止により固定側の攪拌混合機20を反力板として機能させて反力を得つつ、まず、固定側の攪拌混合機20と接近する一方の可動側の攪拌混合機30の一対の油圧シリンダ40,40の各ピストンロッド40bを同期させて同じ長さに伸ばすことにより、一方の可動側の攪拌混合機30を前方へ平行移動させる。   Next, as shown in FIG. 17, the rotation of the chain 27 of the fixed-side stirring mixer 20 is stopped. While the chain 27 is stopped, the fixed-side stirring mixer 20 functions as a reaction force plate to obtain a reaction force. First, a pair of one movable-side stirring mixer 30 approaching the fixed-side stirring mixer 20 is used. The piston rods 40b of the hydraulic cylinders 40, 40 are synchronized and extended to the same length, whereby the one stirring mixer 30 on the movable side is moved in parallel forward.

次に、図18に示すように、一方の可動側の攪拌混合機30と接近する他方の可動側の攪拌混合機30の一対の油圧シリンダ40,40の各ピストンロッド40bを同期させて同じ長さに伸ばすことにより、他方の可動側の攪拌混合機30を更に前方へ平行移動させる。   Next, as shown in FIG. 18, the piston rods 40b of the pair of hydraulic cylinders 40, 40 of the other movable-side stirring mixer 30 approaching one movable-side stirring mixer 30 are synchronized to have the same length. By extending the length, the other movable-side stirring mixer 30 is further translated forward.

これら地盤Aへの貫入及び前方への平行移動の際に、各可動側の攪拌混合機30に配置されたノズル配管54の吐出口54aより圧縮エアを混合したセメントスラリーCを地盤Aの原位置土B中の改良域に噴射することで、原位置土BにセメントスラリーCを注入しながら複数の攪拌翼29,39を介して攪拌混合して地盤改良する。   The cement slurry C mixed with the compressed air from the discharge port 54a of the nozzle pipe 54 disposed in the stirring mixer 30 on each movable side during the penetration into the ground A and the parallel movement forward is the original position of the ground A. By injecting into the improved area in the soil B, the ground is improved by stirring and mixing through the plurality of stirring blades 29 and 39 while injecting the cement slurry C into the original soil B.

そして、図19に示すように、一対の可動側の攪拌混合機30,30の鉛直方向から前方への平行移動による地盤改良により、既存の構造物Dの真下の支持地盤A中に矩形ブロック状の固化体Eを鉛直から水平に造成することができ、既存の構造物Dの真下の支持地盤Aの地盤改良を簡単かつ確実に行うことができる。   Then, as shown in FIG. 19, a rectangular block shape is formed in the supporting ground A directly under the existing structure D by the ground improvement by the parallel movement of the pair of movable-side stirring mixers 30, 30 forward from the vertical direction. The solidified body E can be created from the vertical to the horizontal, and the ground improvement of the supporting ground A directly under the existing structure D can be easily and reliably performed.

このように、一方の可動側の攪拌混合機30に対して接近した状態から一対の油圧シリンダ40,40を介して離間する方向に更に移動する他方であるもう1機の可動側の攪拌混合機30により、更に奥くの地盤Aの原位置土Bを地盤改良することができ、固化体Eの幅を更に大きく広げることができる。これにより、前記第1実施形態の第1の施工例と同様の作用・効果を奏する。   In this manner, the other movable side stirring mixer, which is the other moving further in the direction of separation through the pair of hydraulic cylinders 40, 40 from the state of being close to one movable side stirring mixer 30. 30, the original position soil B of the ground A can be improved, and the width of the solidified body E can be further increased. Thereby, there exists an effect | action and effect similar to the 1st construction example of the said 1st Embodiment.

<第3実施形態>
図20は本発明の第3実施形態の地盤改良装置の可動側と固定側の各攪拌混合機が地盤に貫入した状態を示す側面図である。
<Third Embodiment>
FIG. 20 is a side view showing a state in which each of the movable and fixed stirring mixers of the ground improvement device according to the third embodiment of the present invention penetrates into the ground.

この第3実施形態の地盤改良装置10″は、施工機11のアタッチメント15の先端部15aに固定の固定側の攪拌混合機20を挟むようにして接近した状態から離間する方向に各一対の油圧シリンダ(駆動手段)40,40を介して移動する可動側の攪拌混合機30を一対設けてある。尚、他の構成は、前記第1実施形態と同様であるので、同一構成部分に同一符号を付して、詳細な説明は省略する。   The ground improvement device 10 ″ according to the third embodiment includes a pair of hydraulic cylinders (in a direction away from a state in which the fixed agitating mixer 20 is sandwiched between the distal end portion 15a of the attachment 15 of the construction machine 11 so as to be separated from each other. (Drive means) 40 and 40 are provided with a pair of movable-side agitating and mixing machines 30. The other components are the same as those in the first embodiment, and the same components are denoted by the same reference numerals. Detailed description will be omitted.

次に、前記構成の地盤改良装置10″による第1(矩形ブロック状の固化体)の施工例を、図20〜図22を用いて説明する。   Next, a first (rectangular block solidified) construction example using the ground improvement device 10 ″ having the above-described configuration will be described with reference to FIGS. 20 to 22.

まず、図20に示すように、地盤改良装置10″のアタッチメント15の先端部15aに固定の固定側の攪拌混合機20のチェーン27と一対の可動側の攪拌混合機30,30の各チェーン37とを互いに逆回転させながら地盤Aに貫入する。この際に、各チェ−ン27,37の逆回転により互いの回転力を打ち消し合うため、固定側の攪拌混合機20と各可動側の攪拌混合機30との鉛直性を保ちながら固定側の攪拌混合機20と各可動側の攪拌混合機30とを複数の掘削ビット28,38及び複数の攪拌翼29,39を介して地盤Aに簡単かつスムーズに貫入することができる。   First, as shown in FIG. 20, the chain 27 of the fixed stirring mixer 20 fixed to the tip 15 a of the attachment 15 of the ground improvement device 10 ″ and each chain 37 of the pair of movable stirring mixers 30, 30. And reversely rotate with each other to penetrate the ground A. At this time, the reverse rotation of the chains 27 and 37 cancels each other's rotational force. While maintaining the verticality with respect to the mixer 30, the fixed-side stirring mixer 20 and the movable-side stirring mixer 30 can be easily connected to the ground A via a plurality of excavating bits 28 and 38 and a plurality of stirring blades 29 and 39. And it can penetrate smoothly.

次に、図21に示すように、固定側の攪拌混合機20のチェーン27の回転を停止させる。このチェーン27の停止により固定側の攪拌混合機20を反力板として機能させて反力を得つつ、一対の可動側の攪拌混合機30,30の各一対の油圧シリンダ40,40の各ピストンロッド40bをそれぞれ同期させて同じ長さに伸ばすことにより、一対の可動側の攪拌混合機30,30を前後方向へそれぞれ平行移動させる。これら地盤Aへの貫入及び前後方向への平行移動の際に、一対の可動側の攪拌混合機30,30に配置されたノズル配管54の吐出口54aより圧縮エアを混合したセメントスラリーCを地盤Aの原位置土B中の改良域に噴射することで、原位置土BにセメントスラリーCを注入しながら複数の攪拌翼29,39を介して攪拌混合して地盤改良する。   Next, as shown in FIG. 21, the rotation of the chain 27 of the fixed-side stirring mixer 20 is stopped. By stopping the chain 27, the fixed-side stirring mixer 20 functions as a reaction force plate to obtain a reaction force, and each piston of each pair of hydraulic cylinders 40, 40 of the pair of movable-side stirring mixers 30, 30 is used. The rods 40b are synchronized and extended to the same length, whereby the pair of movable-side stirring mixers 30 and 30 are translated in the front-rear direction. During the penetration into the ground A and the parallel movement in the front-rear direction, the cement slurry C mixed with compressed air from the discharge ports 54a of the nozzle pipes 54 disposed in the pair of stirring mixers 30 and 30 on the movable side is ground. By injecting into the improved zone in the original soil B of A, the ground is improved by stirring and mixing through the plurality of stirring blades 29 and 39 while injecting the cement slurry C into the original soil B.

そして、図22に示すように、一対の可動側の攪拌混合機30,30の鉛直方向から前後方向への平行移動による地盤改良により、既存の構造物Dの真下の支持地盤A中に矩形ブロック状の固化体Eを鉛直から水平に造成することができ、既存の構造物Dの真下の支持地盤Aを含めて、固定側の攪拌混合機20の両側に位置する地盤Aの原位置土Bの地盤改良を簡単かつ確実に行うことができる。これにより、前記第1実施形態の第1の施工例と同様の作用・効果を奏する。   Then, as shown in FIG. 22, a rectangular block is formed in the supporting ground A directly under the existing structure D by improving the ground by parallel movement of the pair of movable-side stirring mixers 30, 30 from the vertical direction to the front-rear direction. In-situ soil B of the ground A located on both sides of the agitating mixer 20 on the fixed side, including the supporting ground A directly below the existing structure D The ground improvement can be easily and reliably performed. Thereby, there exists an effect | action and effect similar to the 1st construction example of the said 1st Embodiment.

次に、前記構成の地盤改良装置10″による第2(扇ブロック状の固化体)の施工例を、図23と図24を用いて説明する。   Next, a second construction example (fan block-shaped solidified body) by the ground improvement device 10 ″ having the above configuration will be described with reference to FIGS. 23 and 24.

まず、地盤改良装置10″のアタッチメント15の先端部15aに固定の固定側の攪拌混合機20のチェーン27と一対の可動側の攪拌混合機30,30の各チェーン37とを互いに逆回転させながら地盤Aに鉛直性を保ちながら複数の掘削ビット28,38及び複数の攪拌翼29,39を介して貫入した後で、図23に示すように、固定側の攪拌混合機20のチェーン27の回転を停止させる。このチェーン27の停止により固定側の攪拌混合機20を反力板として機能させて反力を得つつ、各一方の油圧シリンダ40のピストンロッド40bを各他方の油圧シリンダ40のピストンロッド40bよりも長く伸ばすことにより、一対の可動側の攪拌混合機30,30を上方へ90度それぞれ揺動させる。これら地盤Aへの貫入及び上方への揺動の際に、一対の可動側の攪拌混合機30,30に配置されたノズル配管54の吐出口54aより圧縮エアを混合したセメントスラリーCを地盤Aの原位置土B中の改良域に噴射することで、原位置土BにセメントスラリーCを注入しながら複数の攪拌翼29,39を介して攪拌混合して地盤改良する。   First, the chain 27 of the fixed-side stirring mixer 20 fixed to the tip 15a of the attachment 15 of the ground improvement device 10 ″ and the chains 37 of the pair of movable-side stirring mixers 30 and 30 are rotated in the reverse direction. After penetrating the ground A through the plurality of excavating bits 28 and 38 and the plurality of stirring blades 29 and 39 while maintaining verticality, as shown in FIG. 23, the rotation of the chain 27 of the stirring mixer 20 on the fixed side is performed. By stopping the chain 27, the fixed-side stirring mixer 20 functions as a reaction force plate to obtain a reaction force, and the piston rod 40b of each hydraulic cylinder 40 is connected to the piston of each other hydraulic cylinder 40. By extending longer than the rod 40b, the pair of movable-side stirring mixers 30 and 30 are swung upward by 90 degrees respectively. When moving, the cement slurry C mixed with compressed air is injected into the improved area in the soil B of the ground A from the discharge port 54a of the nozzle pipe 54 disposed in the pair of stirring mixers 30 and 30 on the movable side. As a result, the ground is improved by stirring and mixing through the plurality of stirring blades 29 and 39 while injecting the cement slurry C into the original soil B.

そして、図24に示すように、一対の可動側の攪拌混合機30,30の鉛直方向から上方への揺動による地盤改良により、既存の構造物Dの真下の支持地盤A中に扇ブロック状の固化体Eを鉛直から水平に造成することができ、既存の構造物Dの真下の支持地盤Aを含めて、固定側の攪拌混合機20の両側に位置する地盤Aの原位置土Bの地盤改良を簡単かつ確実に行うことができる。これにより、前記第1実施形態の第2の施工例と同様の作用・効果を奏する。   Then, as shown in FIG. 24, a fan block shape is formed in the supporting ground A directly under the existing structure D by improving the ground by swinging the pair of movable-side stirring mixers 30 and 30 upward from the vertical direction. The solidified body E of the ground A including the supporting ground A directly under the existing structure D, including the supporting ground A immediately below the existing structure D, of the soil B of the ground A located on both sides of the stirring mixer 20 on the fixed side can be formed. Ground improvement can be performed easily and reliably. Thereby, there exists an effect | action and effect similar to the 2nd construction example of the said 1st Embodiment.

尚、前記各実施形態によれば、可動側の攪拌混合機を移動させる駆動手段として油圧シリンダを用いたが、パンタグラフ機構やリフタ機構等を用いてなる他の駆動手段により可動側の攪拌混合機を移動させるようにしても良い。また、可動側の攪拌混合機は3機以上でも良く、さらに、従動軸は4本に限らず、1〜3本或いは4本以上でも良い。また、改良材としてセメントスラリーを用いたが、セメント以外の固化材を改良材としても良い。さらに、無端状の帯体として無端状のチェーンを用いたが、無端状の帯体は無端状のチェーンに限られるものではない。   According to each of the above embodiments, the hydraulic cylinder is used as the driving means for moving the movable-side stirring mixer. However, the movable-side stirring mixer is driven by another driving means using a pantograph mechanism, a lifter mechanism, or the like. May be moved. Further, the number of movable side mixers may be three or more, and the number of driven shafts is not limited to four, but may be one to three or four or more. Moreover, although cement slurry was used as the improving material, a solidifying material other than cement may be used as the improving material. Furthermore, although an endless chain is used as the endless band, the endless band is not limited to the endless chain.

10,10′,10″ 地盤改良装置
11 施工機
15 アタッチメント
15a 先端部
20 固定側の攪拌混合機
22 駆動軸
23 駆動スプロケット
24 従動軸
25 従動スプロケット
26 モータ
27 無端状のチェーン
28 掘削ビット(ビット)
29 攪拌翼
30 可動側の攪拌混合機
32 駆動軸
33 駆動スプロケット
34 従動軸
35 従動スプロケット
36 モータ
37 無端状のチェーン
38 掘削ビット(ビット)
39 攪拌翼
40 油圧シリンダ(駆動手段)
A 地盤
B 原位置土
C 改良材
DESCRIPTION OF SYMBOLS 10,10 ', 10 "Ground improvement apparatus 11 Construction machine 15 Attachment 15a Tip part 20 Stirring mixer on fixed side 22 Drive shaft 23 Drive sprocket 24 Drive shaft 25 Drive sprocket 26 Motor 27 Endless chain 28 Drilling bit (bit)
29 Stirring blade 30 Stirring mixer on movable side 32 Drive shaft 33 Drive sprocket 34 Drive shaft 35 Drive sprocket 36 Motor 37 Endless chain 38 Drilling bit (bit)
39 Stirring blade 40 Hydraulic cylinder (drive means)
A Ground B In-situ soil C Improvement material

Claims (7)

施工機のアタッチメントの先端部に、地盤中に貫入されて改良材を供給しつつ原位置土と攪拌混合する攪拌混合機を備えた地盤改良装置において、
前記アタッチメントの先端部に攪拌混合機を固定し、この固定側の攪拌混合機に対して接近した状態から駆動手段を介して離間する方向に移動する可動側の攪拌混合機を少なくとも1機設け
前記各攪拌混合機を、モータで駆動する駆動スプロケットを備えた駆動軸と、この駆動軸の駆動スプロケットの駆動に従動する従動スプロケットを備えた少なくとも1つの従動軸と、これら駆動スプロケットと従動スプロケットの間に掛け渡された無端状のチェーンと、この無端状のチェーンに所定間隔毎に取り付けられた複数のビットと、前記駆動軸と前記従動軸に所定間隔毎に取り付けられた複数の攪拌翼とで構成したことを特徴とする地盤改良装置。
In the ground improvement device equipped with an agitating mixer that stirs and mixes with the in-situ soil while supplying the improvement material that penetrates into the ground at the tip of the attachment of the construction machine
A stirrer / mixer is fixed to the tip of the attachment, and at least one movable-side stirrer / mixer that moves in a direction away from the fixed-side stirrer / mixer through a driving unit is provided .
Each of the agitating mixers includes a drive shaft including a drive sprocket driven by a motor, at least one driven shaft including a driven sprocket driven by the drive sprocket of the drive shaft, and the drive sprocket and the driven sprocket. An endless chain stretched between them, a plurality of bits attached to the endless chain at predetermined intervals, and a plurality of stirring blades attached to the drive shaft and the driven shaft at predetermined intervals in soil improvement apparatus characterized by being configured.
請求項1記載の地盤改良装置であって、
前記可動側の攪拌混合機に対して接近した状態から離間する方向に駆動手段を介して移動する可動側の攪拌混合機を更に1機設けたことを特徴とする地盤改良装置。
The ground improvement device according to claim 1,
A ground improvement device, further comprising one movable-side stirrer / mixer that moves via a driving means in a direction away from a state of approaching the movable-side stirrer / mixer.
請求項1記載の地盤改良装置であって、
前記固定側の攪拌混合機を挟むようにして接近した状態から離間する方向に駆動手段を介して移動する可動側の攪拌混合機を一対設けたことを特徴とする地盤改良装置。
The ground improvement device according to claim 1,
A ground improvement device comprising a pair of movable-side stirring mixers that move via a driving means in a direction away from an approaching state so as to sandwich the fixed-side stirring mixer.
請求項1〜3のいずれか1項に記載の地盤改良装置であって、
前記駆動手段を油圧シリンダとしたことを特徴とする地盤改良装置。
The ground improvement device according to any one of claims 1 to 3,
A ground improvement device, wherein the driving means is a hydraulic cylinder.
施工機のアタッチメントの先端部に、地盤中に貫入されて改良材を供給しつつ原位置土と攪拌混合する攪拌混合機を備えた地盤改良装置を用いる地盤改良工法において、
前記アタッチメントの先端部に固定された固定側の攪拌混合機と、この固定側の攪拌混合機に対して接近した状態に設けられた可動側の攪拌混合機とを共に稼働させながら前記地盤中の所定の深度まで貫入させ、次に、前記固定側の攪拌混合機の稼働を停止させて反力を得つつ、前記可動側の攪拌混合機を前記固定側の攪拌混合機に対して離間する方向に移動させて前記地盤の原位置土に前記改良材を注入しながら攪拌混合して地盤改良することを特徴とする地盤改良工法
The distal end portion of the attachment of the construction machine, Te ground improvement method odor using soil improvement apparatus equipped with a stirring and mixing machine which is stirred to mix the original position soil while supplying an improved material penetrating into the ground,
While operating both the fixed-side stirring mixer fixed to the tip of the attachment and the movable-side stirring mixer provided close to the fixed-side stirring mixer, A direction in which the movable-side stirring mixer is separated from the fixed-side stirring mixer while penetrating to a predetermined depth and then obtaining a reaction force by stopping the operation of the fixed-side stirring mixer. The ground improvement method is characterized in that the ground is improved by stirring and mixing while injecting the improvement material into the original soil of the ground.
請求項5記載の地盤改良工法であって、
前記可動側の攪拌混合機に対して接近した状態から駆動手段を介して離間する方向に更に移動するもう1機の可動側の攪拌混合機により、更に奥くの前記地盤の原位置土を地盤改良することを特徴とする地盤改良工法。
The ground improvement method according to claim 5,
The in-situ soil in the ground is further removed by another movable stirring mixer that moves further in a direction away from the movable stirring mixer in the direction away from the driving means. Ground improvement method characterized by improvement.
請求項5記載の地盤改良工法であって、
前記固定側の攪拌混合機を挟むようにして接近した状態から駆動手段を介して離間する方向に移動する一対の可動側の攪拌混合機により、前記固定側の攪拌混合機の両側に位置する前記地盤の原位置土をそれぞれ地盤改良することを特徴とする地盤改良工法。
The ground improvement method according to claim 5,
The pair of movable side agitating mixers moving in a direction away from each other through the driving means from the approaching state with the fixed side agitating mixer sandwiched therebetween, the ground located on both sides of the fixed agitating mixer A ground improvement method characterized by improving the ground of each original soil.
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