JP2017141548A - Deep layer mixing apparatus - Google Patents

Deep layer mixing apparatus Download PDF

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JP2017141548A
JP2017141548A JP2016021598A JP2016021598A JP2017141548A JP 2017141548 A JP2017141548 A JP 2017141548A JP 2016021598 A JP2016021598 A JP 2016021598A JP 2016021598 A JP2016021598 A JP 2016021598A JP 2017141548 A JP2017141548 A JP 2017141548A
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tube
outer tube
blade
stirring
rod
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JP6072949B1 (en
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岳彦 菊池
Takehiko Kikuchi
岳彦 菊池
天幸 熊
Tenko Kuma
天幸 熊
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Shinkotechno Co Ltd
Aomi Construction Co Ltd
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Aomi Construction Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a deep layer mixing apparatus which can establish a desired columnar improvement body easily by dissolving excessive pressure generated in an agitation mixing part as excess pressure and reducing displacement applied to the side part.SOLUTION: A deep layer mixing apparatus that forms a columnar improvement body by injecting and agitating a solidification material in a soft ground comprises: a rod 20 which has a middle pipe with an excavation tooth 23 and a solidification material discharge port at the lowermost end part and an outer pipe installed outside the middle pipe and which rotationally drives the middle pipe and the outer pipe in the contrary direction mutually; an agitation mixing part 26 which has a middle pipe agitating blade 27 installed at the lower end of the rod 20 and rotating integrally with the middle pipe and an outer pipe agitating blade 28 rotating integrally with the outer pipe and which agitates and mixes an excavated ground and a solidification material; and an outer pipe spiral blade 30 which is installed in the outer peripheral surface of the outer pipe so as to rotate integrally with the outer pipe and which guides to the upper part in a longer direction of the rod 20 a part of excessive pressure generated by in-situ soil and an injected solidification material mixed in the agitation mixing part 26 for dissipation.SELECTED DRAWING: Figure 13

Description

本発明は、深層混合処理装置に関するものであり、特に、軟弱地盤に固化材を注入攪拌して円柱状の改良体を造成する深層混合処理装置に関するものである。   The present invention relates to a deep mixing processing apparatus, and more particularly to a deep mixing processing apparatus that forms a cylindrical improvement body by injecting and stirring a solidified material into soft ground.

従来、軟弱地盤に固化材を注入攪拌して円柱状の改良体を造成する深層混合処理工法では、ロッドの最下端部に掘削歯と固化材吐出口を設け、かつ、該ロッドの下端部に複数本の攪拌翼を取り付けてなる攪拌装置が多く使用されている。そして、改良地盤(円柱状の改良体)を造成する際は、掘削歯を回転駆動して原地盤中に貫入しつつ、固化材吐出口からスラリー状の固化材を吐出し、攪拌翼の回転及びロッドの上下動により固化材と掘削土(原位置土)を攪拌混合して改良地盤(円柱状の改良体)を造成している(例えば、特許文献1参照)。   Conventionally, in the deep mixing treatment method in which a solidified material is injected and stirred into soft ground to form a cylindrical improvement body, a drilling tooth and a solidified material discharge port are provided at the lowermost end portion of the rod, and at the lower end portion of the rod. Many stirring devices having a plurality of stirring blades are used. Then, when creating the improved ground (columnar improved body), while driving the excavating teeth to penetrate into the original ground, the slurry-like solidified material is discharged from the solidified material discharge port, and the stirring blades are rotated. The solidified material and excavated soil (original soil) are stirred and mixed by moving the rod up and down to create an improved ground (columnar improved body) (see, for example, Patent Document 1).

特開2008−57255号公報。Japanese Patent Application Laid-Open No. 2008-57255.

しかしながら、特許文献1に記載の発明は、掘削歯を回転駆動して原地盤中に貫入しつつ、固化材吐出口からスラリー状の固化材を吐出し、攪拌翼の回転及びロッドの上下動により固化材と掘削土を攪拌混合して改良地盤(円柱状の改良体)を造成しているが、攪拌混合部に垂直翼があり籠状になっているため、ロッド先端から吐出された固化材(セメントスラリー)を籠状の攪拌混合部内に取り込み掘削した原位置土と攪拌混合する時に、籠状の攪拌混合部内に余剰な圧力が発生し易い。そのため、通常、その過剰な圧力は地中内で発散されること無く、地中にとどまることから、造成された改良地盤(円柱状の改良体)を中心に周辺地盤を押すように分散されるような状況になることから、その圧力は、側方方向へと地中変位を生じさせる。また、圧力の移動により籠の中で固化材や掘削土の粗と密が生じムラができたりして均一な改良体が造成できない場合も少なくない。   However, in the invention described in Patent Document 1, slurry-like solidified material is discharged from the solidified material discharge port while rotating the excavating teeth and penetrating into the original ground, and by rotating the stirring blade and moving the rod up and down. The improved ground (cylindrical improved body) is created by stirring and mixing the solidified material and excavated soil, but since the stirring and mixing part has vertical blades and has a bowl shape, the solidified material discharged from the rod tip When (cement slurry) is agitated and mixed with the in-situ soil that has been taken into the bowl-shaped stirring and mixing section and excavated, excess pressure tends to be generated in the bowl-shaped stirring and mixing section. Therefore, normally, the excessive pressure is not dissipated in the ground but stays in the ground, so it is distributed to push the surrounding ground around the improved ground (columnar shaped improved body) created Because of this situation, the pressure causes a ground displacement in the lateral direction. In addition, there are not a few cases where a uniform improved body cannot be created because the solidified material or excavated soil becomes rough and dense due to the movement of pressure, resulting in unevenness.

そこで、攪拌混合部内に発生する過剰な圧力を余剰圧力として解消して、側方に与える変位を減少しつつ、所望する円柱状をした改良体を容易に造成できる深層混合処理装置を提供するために解決すべき技術的課題が生じてくるのであり、本発明はこの課題を解決することを目的とする。   Therefore, to provide a deep mixing treatment apparatus that can easily create a desired cylindrical improved body while eliminating excessive pressure generated in the stirring and mixing section as excess pressure and reducing displacement applied to the side. Therefore, a technical problem to be solved arises, and the present invention aims to solve this problem.

本発明は上記目的を達成するために提案されたものであり、請求項1記載の発明は、軟弱地盤に固化材を注入攪拌して円柱状の改良体を形成する深層混合処理装置において、最下端部に掘削歯及び固化材吐出口が設けられた中管と該中管の外側に装着された外管とを有し、該中管と外管とが互いに相反する方向に回転駆動されるロッドと、前記ロッドの下端部に設けられていると共に前記中管と一体に回転する中管攪拌翼と前記外管と一体に回転する外管攪拌翼とを有し、掘削された地盤と前記固化材とを攪拌混合する攪拌混合部と、前記外管と一体回転可能に該外管の外周面に設けられ、前記攪拌混合部内で混合された原位置土と注入された固化材により発生した過剰な圧力の一部を前記ロッドの長手方向上方へ誘導可能な余剰圧力消散手段と、を備える深層混合処理装置を提供する。   The present invention has been proposed in order to achieve the above object, and the invention according to claim 1 is the most suitable in a deep mixing treatment apparatus in which a solidified material is injected and stirred into a soft ground to form a cylindrical improvement body. It has a middle pipe provided with excavating teeth and a solidifying material discharge port at its lower end and an outer pipe mounted on the outer side of the middle pipe, and the middle pipe and the outer pipe are driven to rotate in directions opposite to each other. A rod, an intermediate tube agitating blade that is provided at a lower end portion of the rod and rotates integrally with the intermediate tube, and an outer tube agitating blade that rotates integrally with the outer tube; Agitated and mixed portion for agitating and mixing the solidified material, and provided on the outer peripheral surface of the outer tube so as to rotate integrally with the outer tube, and generated by the in situ soil mixed in the agitated and mixed portion and the injected solidified material. Surplus pressure dissipator capable of guiding a part of excessive pressure upward in the longitudinal direction of the rod When, it provides Deep Mixing apparatus comprising a.

この構成によれば、ロッドと共に掘削孔内に貫入された攪拌混合部において、掘削された地盤と前記固化材とが混合されることによって発生した過剰な圧力は、その攪拌混合部内における原位置土と注入された固化材により発生した過剰な圧力の一部が、外管の外周面に設けられた余剰圧力消散手段により、ロッド(外管)の長手方向上方へ誘導されて逃げることにより消散される。このようにして攪拌混合部内で混合された原位置土と注入された固化材により発生した過剰な圧力を、ロッドの長手方向上方へ逃がすことにより、掘削孔内の圧力が低下し、攪拌混合部内の原位置土と注入された固化材により発生した過剰な圧力が掘削孔の周囲に強制的に染み込まされる量を低減できる。これにより、所望する円柱状をした改良体の造成が可能になる。さらに、中管と一体に回転する中管攪拌翼と外管と一体に回転する外管攪拌翼が互いに相反する方向に回転駆動されるので、攪拌時に混合土の供回りが抑えられ、攪拌翼の間又は周囲に存在する混合土は、上下左右の両方向に三次元的に入れ替わって均一な攪拌混合ができる。   According to this configuration, excessive pressure generated by mixing the excavated ground and the solidified material in the agitation and mixing unit that is inserted into the excavation hole together with the rod is in situ in the agitation and mixing unit. A part of the excess pressure generated by the injected solidified material is dissipated by escape by being guided upward in the longitudinal direction of the rod (outer tube) by the surplus pressure dissipating means provided on the outer peripheral surface of the outer tube. The The excess pressure generated by the in-situ soil mixed in the stirring and mixing unit and the injected solidified material is released upward in the longitudinal direction of the rod, so that the pressure in the drilling hole is reduced, and It is possible to reduce the amount of excessive pressure generated by the in-situ soil and the injected solidified material soaked around the excavation hole. This makes it possible to create a desired cylindrical improvement. Furthermore, since the inner tube agitating blade rotating integrally with the inner tube and the outer tube agitating blade rotating integrally with the outer tube are driven to rotate in directions opposite to each other, the circulation of the mixed soil is suppressed during agitation, and the agitating blade The mixed soil existing between or around the three-dimensionally interchanges in both the upper, lower, left and right directions, and uniform stirring and mixing can be performed.

請求項2記載の発明は、請求項1記載の構成において、前記余剰圧力消散手段は、前記外管の長手方向に連続して巻回形成されている螺旋状の翼を有してなる、深層混合処理装置を提供する。   According to a second aspect of the present invention, in the configuration according to the first aspect, the surplus pressure dissipating means includes a spiral wing that is continuously wound in the longitudinal direction of the outer tube. A mixed processing apparatus is provided.

この構成によれば、攪拌混合部内に余剰圧力が発生すると、外管の外周面に設けられている螺旋状の翼により、攪拌混合部内の原位置土と注入された固化材により発生した過剰な圧力の一部が外管の長手方向上方へ向かって強制的でなく、補助的に誘導されることで逃がされ、攪拌混合部内の過剰な圧力を余剰圧力として消散する。   According to this configuration, when excessive pressure is generated in the stirring and mixing unit, an excessive amount generated by the in situ soil in the stirring and mixing unit and the solidified material injected by the spiral blades provided on the outer peripheral surface of the outer tube. A part of the pressure is not forcedly forced upward in the longitudinal direction of the outer tube, but is escaped by being guided in an auxiliary manner, and the excess pressure in the stirring and mixing unit is dissipated as an excess pressure.

請求項3記載の発明は、請求項1記載の構成において、前記余剰圧力消散手段は、前記外管の長手方向に連続し、かつ途中で巻回ピッチを変えて形成されている螺旋状の翼を有してなる、深層混合処理装置を提供する。   According to a third aspect of the present invention, in the configuration according to the first aspect, the excessive pressure dissipation means is a spiral wing formed continuously in the longitudinal direction of the outer tube and changing the winding pitch in the middle. A deep-mixing processing apparatus is provided.

この構成によれば、攪拌混合部内に余剰圧力が発生すると、外管の外周面に途中で巻回ピッチを変えて設けられている螺旋状の翼により、攪拌混合部内の原位置土と注入された固化材により発生した過剰な圧力の一部が、外管の長手方向上方へ向かって強制的でなく、補助的に排出速度を不連続な状態にして誘導されることで逃がされ、攪拌混合部内の過剰な圧力を余剰圧力として消散する。   According to this configuration, when surplus pressure is generated in the stirring and mixing unit, it is injected with the in-situ soil in the stirring and mixing unit by the spiral blades provided on the outer peripheral surface of the outer pipe while changing the winding pitch. A part of the excess pressure generated by the solidified material is not forced upward in the longitudinal direction of the outer tube, but is evacuated by being guided with the discharge speed being discontinuously supplemented, and stirred. Excess pressure in the mixing section is dissipated as excess pressure.

請求項4記載の発明は、請求項1記載の構成において、前記余剰圧力消散手段は、前記外管の長手方向に連続して巻回形成されている螺旋状の翼を、前記外管の長手方向に対して間欠的に設けてなる、深層混合処理装置を提供する。   According to a fourth aspect of the present invention, in the configuration according to the first aspect, the surplus pressure dissipating means includes a spiral wing that is continuously wound in a longitudinal direction of the outer tube, and a length of the outer tube. Provided is a deep mixing treatment apparatus provided intermittently with respect to a direction.

この構成によれば、攪拌混合部内に余剰圧力が発生すると、外管の外周面に長手方向に連続して巻回形成されている螺旋状の翼により、攪拌混合部内の原位置土と注入された固化材により発生した過剰な圧力の一部が、外管の長手方向上方へ向かって強制的でなく、補助的に誘導されることで逃がされ、攪拌混合部内の過剰な圧力を余剰圧力として消散する。   According to this configuration, when surplus pressure is generated in the stirring and mixing unit, it is injected into the in-situ soil in the stirring and mixing unit by a spiral blade that is continuously wound in the longitudinal direction on the outer peripheral surface of the outer tube. A part of the excess pressure generated by the solidified material is not forcedly forced upward in the longitudinal direction of the outer pipe, but is released by auxiliary guidance, and the excess pressure in the stirring and mixing section is surplus pressure. Dissipate as.

請求項5記載の発明は、請求項1記載の構成において、前記外管の長手方向に対して間欠的に複数枚配設された、各々が側面視において波打ちを呈する翼で形成されている、深層混合処理装置を提供する。   Invention of Claim 5 is formed in the structure of Claim 1 by the wing | blade each arrange | positioned intermittently with respect to the longitudinal direction of the said outer tube | pipe, and each exhibiting a wave in side view, A deep mixing apparatus is provided.

この構成によれば、攪拌混合部内に余剰圧力が発生すると、外管の外周面に長手方向に対して間欠的に複数枚配設された、各々が側面視において波打ちを呈する翼により、攪拌混合部内の原位置土と注入された固化材により発生した過剰な圧力の一部が、外管の長手方向上方へ向かって強制的でなく、補助的に誘導されることで逃がされ、攪拌混合部内の過剰な圧力を余剰圧力として消散する。   According to this configuration, when excessive pressure is generated in the stirring and mixing section, a plurality of blades are intermittently disposed on the outer peripheral surface of the outer tube in the longitudinal direction, and each of them is stirred and mixed by the blades that show undulations in a side view. A part of the excess pressure generated by the in-situ soil in the section and the injected solidified material is not forcedly forced upward in the longitudinal direction of the outer pipe, but is released by auxiliary guidance, stirring and mixing Excess pressure in the section is dissipated as excess pressure.

請求項6記載の発明は、請求項1記載の構成において、前記外管の軸心に沿って略直線状に形成された棒状の翼でなる、深層混合処理装置を提供する。   A sixth aspect of the present invention provides the deep mixing apparatus according to the first aspect, comprising a rod-shaped wing formed substantially linearly along the axis of the outer tube.

この構成によれば、攪拌混合部内に余剰圧力が発生すると、外管の外周面に軸心に沿って略直線状に設けられている棒状の翼により、攪拌混合部内の原位置土と注入された固化材により発生した過剰な圧力の一部が、外管の長手方向上方へ向かって強制的でなく、補助的に誘導されることで逃がされ、攪拌混合部内の過剰な圧力を余剰圧力として消散する。   According to this configuration, when surplus pressure is generated in the stirring and mixing unit, it is injected into the in-situ soil in the stirring and mixing unit by the rod-shaped blades provided substantially linearly along the axial center on the outer peripheral surface of the outer tube. A part of the excess pressure generated by the solidified material is not forcedly forced upward in the longitudinal direction of the outer pipe, but is released by auxiliary guidance, and the excess pressure in the stirring and mixing section is surplus pressure. Dissipate as.

請求項7記載の発明は、請求項1、2、3、4、5又は6記載の構成において、前記中管の回転を前記外管の回転よりも低速で回転させてなる、深層混合処理装置を提供する。   A seventh aspect of the present invention is the deep mixing apparatus according to the first, second, third, fourth, fifth or sixth aspect, wherein the inner tube is rotated at a lower speed than the outer tube. I will provide a.

この構成によれば、中管と一体に回転する中管攪拌翼と外管と一体に回転する外管攪拌翼とが互いに相反する方向に、かつ、速度を異にして回転駆動されるので、原位置土と注入された固化材の供回りが抑えられると同時に、攪拌翼の間又は周囲に存在する原位置土と注入された固化材は、更に上下左右の両方向に三次元的に入れ替わって攪拌混合が促進される。また、遅く回転する中管攪拌翼は、早く回転する外管攪拌翼よりもトルクを大きく設定する等が可能になる。   According to this configuration, the middle tube agitating blade that rotates integrally with the middle tube and the outer tube agitating blade that rotates integrally with the outer tube are rotated in directions opposite to each other and at different speeds. In-situ soil and injected solidified material are restrained from rotating, and at the same time, the in-situ soil existing between or around the stirring blades and the injected solidified material are three-dimensionally switched in both the top, bottom, left and right directions. Stir mixing is promoted. In addition, the middle tube agitating blade that rotates slowly can be set to a larger torque than the outer tube agitating blade that rotates quickly.

請求項8記載の発明は、請求項1、2、3、4、5,6又は7記載の構成において、前記中管と前記外管は、それぞれ複数個の管材を各々連結して一本化していると共に、前記中管同士の連結位置と前記外管同士の連結位置を互いに管材の長手方向にずらして設定してなる、深層混合処理装置を提供する。   The invention according to claim 8 is the configuration according to claim 1, 2, 3, 4, 5, 6 or 7, wherein the inner tube and the outer tube are respectively connected by connecting a plurality of pipe materials. In addition, the present invention provides a deep mixing processing apparatus in which the connecting position between the intermediate tubes and the connecting position between the outer tubes are set to be shifted in the longitudinal direction of the pipe material.

この構成によれば、中管同士の連結位置と外管同士の連結位置を互いに管材の長手方向にずらし、かつ、中管と外管を互いに相反する方向に回転させるので、中管同士の連結部分または/及び外管同士の連結部分が多少折れ曲がった状態になっていたとしても、中管と外管が回転するとき、その中管と外管が互いの折れ曲がりを、鉛直となる方向に各々修正しながら回転を続ける。これにより、中管同士の連結位置と外管同士の連結位置の鉛直性(直線性)が確保できる。因みに、中管同士の連結位置と外管同士の連結位置を互いに管材の長手方向の同一の位置に設定してある場合では、中管と外管とが回転したとき、互いに折れ曲がった状態を保持した状態のまま回転を続ける。   According to this configuration, the connecting position between the intermediate tubes and the connecting position between the outer tubes are shifted in the longitudinal direction of the pipe material, and the intermediate tube and the outer tube are rotated in directions opposite to each other. Even if the part or / and the connecting part of the outer pipes are slightly bent, when the middle pipe and the outer pipe are rotated, the middle pipe and the outer pipe are bent in the vertical direction. Continue rotating while correcting. Thereby, the perpendicularity (linearity) of the connection position of the middle pipes and the connection position of the outer pipes can be ensured. By the way, when the connecting position of the middle pipes and the connecting position of the outer pipes are set to the same position in the longitudinal direction of the pipe material, when the middle pipe and the outer pipe are rotated, the bent state is maintained. Continue rotating in the same state.

請求項9記載の発明は、請求項1、2、3、4、5、6、7又は8記載の構成において、前記攪拌翼は、前記中管攪拌翼は、側面視にて矩形状に形成されていると共に下面側に掘削歯を有し、前記外管攪拌翼は、前記中管攪拌翼の回転範囲内で水平回転可能に配置されてなる、深層混合処理装置を提供する。   A ninth aspect of the present invention is the structure according to the first, second, third, fourth, fifth, sixth, seventh, or eighth aspect, wherein the stirring blade is formed in a rectangular shape in side view. In addition, there is provided a deep mixing processing apparatus having a drilling tooth on the lower surface side, and the outer tube agitating blade being disposed so as to be horizontally rotatable within a rotation range of the middle tube agitating blade.

この構成によれば、矩形状に形成されている中管攪拌翼と該中管攪拌翼の回転範囲内で水平回転する外管攪拌翼が互いに相反する方向に回転すると、各攪拌翼の間又は周囲に存在する原位置土と注入された固化材は、上下左右の両方向に三次元的に入れ替わって攪拌混合が更に促進される。また、中管攪拌翼が回転するとき、その中管攪拌翼の下面側に設けられている掘削歯で同時に掘削も行われる。   According to this configuration, when the middle tube agitating blade formed in a rectangular shape and the outer tube agitating blade that rotates horizontally within the rotation range of the middle tube agitating blade rotate in directions opposite to each other, The in-situ soil existing around and the injected solidified material are three-dimensionally switched in both the upper, lower, left and right directions, and stirring and mixing are further promoted. Further, when the middle tube agitating blade rotates, excavation is simultaneously performed with the excavating teeth provided on the lower surface side of the middle tube agitating blade.

請求項10記載の発明は、請求項1、2、3、4、5、6、7,8又は9記載の構成において、前記中管攪拌翼と連結している前記中管の下端部外周面に、前記外管の内周面との隙間を埋めて中管螺旋翼を設けてなる、深層混合処理装置を提供する。   A tenth aspect of the present invention is the outer peripheral surface of the lower end portion of the middle pipe connected to the middle pipe stirring blade in the configuration of the first, second, third, fourth, fifth, sixth, seventh, eighth, or ninth aspect. Furthermore, the present invention provides a deep-mixing processing apparatus in which a middle pipe spiral blade is provided so as to fill a gap with the inner peripheral surface of the outer pipe.

この構成によれば、中管の外周面に設けた中管螺旋翼が、外管の内周面との間の隙間を埋めて配設されている。したがって、余剰圧力により攪拌混合部内からロッドの長手方向上方へ逃がされる原位置土と注入された固化材の一部が、中管と外管との隙間から侵入するのを中管螺旋翼により阻止できる。   According to this configuration, the middle tube spiral blade provided on the outer circumferential surface of the middle tube is disposed so as to fill the gap between the inner circumferential surface of the outer tube. Therefore, the middle tube spiral blade prevents the in-situ soil that escapes from the inside of the stirring and mixing unit in the longitudinal direction of the rod due to excess pressure and a part of the injected solidified material from entering the gap between the middle tube and the outer tube. it can.

請求項11記載の発明は、請求項9又は10記載の構成において、前記外管攪拌翼は、前記中管攪拌翼内に配設された第1の外管攪拌翼と、前記中管攪拌翼の外側で該中管攪拌翼の上方に配置された第2の外管攪拌翼とを備え、該第2の外管攪拌翼の上面側に掘削歯を設けてなる、深層混合処理装置を提供する。   The invention according to claim 11 is the configuration according to claim 9 or 10, wherein the outer tube agitating blade includes a first outer tube agitating blade disposed in the middle tube agitating blade, and the middle tube agitating blade. And a second outer tube agitating blade disposed on the outer side of the middle tube agitating blade, and provided with a deep mixing processing device provided with excavating teeth on the upper surface side of the second outer tube agitating blade To do.

この構成によれば、中管攪拌翼内に配設されている第1の外管攪拌翼及び該中管攪拌翼の外側で該中管攪拌翼の上方に配置された第2の外管攪拌翼と中管攪拌翼とが互いに相反する方向に回転することにより、攪拌翼の間又は周囲に存在する原位置土と注入された固化材は、上下左右の両方向に三次元的に入れ替わって攪拌混合が更に促進される。また、第2の外管攪拌翼が回転するとき、その第2の外管攪拌翼の上面側に設けられている掘削歯で引き抜き時に掘削も同時に行う。   According to this configuration, the first outer tube stirring blade disposed in the middle tube stirring blade and the second outer tube stirring disposed above the middle tube stirring blade outside the middle tube stirring blade. By rotating the blade and the middle tube stirring blade in directions opposite to each other, the in-situ soil existing between or around the stirring blades and the injected solidified material are three-dimensionally switched in both the upper, lower, left and right directions and stirred. Mixing is further promoted. Further, when the second outer tube stirring blade rotates, excavation is simultaneously performed at the time of extraction with the excavating teeth provided on the upper surface side of the second outer tube stirring blade.

請求項12記載の発明は、請求項9又は10記載の構成において、前記外管攪拌翼は、前記中管攪拌翼内に配設された第1の外管攪拌翼と、前記中管攪拌翼の外側で該中管攪拌翼の下方に配置された第2の外管攪拌翼とを備え、該第2の外管攪拌翼の下面に掘削歯を設けてなる、深層混合処理装置を提供する。   The invention according to claim 12 is the configuration according to claim 9 or 10, wherein the outer tube agitating blade includes a first outer tube agitating blade disposed in the middle tube agitating blade, and the middle tube agitating blade. And a second outer tube agitating blade disposed below the middle tube agitating blade, and provided with a deep mixing treatment apparatus provided with drilling teeth on the lower surface of the second outer tube agitating blade .

この構成によれば、中管攪拌翼内に配設されている第1の外管攪拌翼及び該中管攪拌翼の外側で該中管攪拌翼の下方に配置された第2の外管攪拌翼と中管攪拌翼とが互いに相反する方向に回転することにより、各攪拌翼の間又は周囲に存在する原位置土と注入された固化材は、上下左右の両方向に三次元的に入れ替わって更に攪拌混合が促進される。また、第2の外管攪拌翼が回転するとき、その第2の外管攪拌翼の下面側に設けられている掘削歯で掘削も同時に行われる。   According to this configuration, the first outer tube stirring blade disposed in the middle tube stirring blade and the second outer tube stirring disposed outside the middle tube stirring blade and below the middle tube stirring blade. By rotating the blades and the middle tube stirring blades in directions opposite to each other, the in-situ soil existing between or around the stirring blades and the injected solidified material are three-dimensionally switched in both the upper, lower, left and right directions. Furthermore, stirring and mixing are promoted. Further, when the second outer pipe stirring blade rotates, excavation is simultaneously performed with the drilling teeth provided on the lower surface side of the second outer pipe stirring blade.

請求項13記載の発明は、請求項11又は12記載の構成において、前記中管攪拌翼内に配設された第1の外管攪拌翼は、翼先端側に翼基端部側よりも剛性強度の低い脆弱部を交換可能に設けてなる、深層混合処理装置を提供する。   According to a thirteenth aspect of the present invention, in the configuration according to the eleventh or twelfth aspect, the first outer tube agitating blade disposed in the middle tube agitating blade is more rigid on the blade tip side than the blade base end side. Provided is a deep mixing treatment apparatus in which a weak portion having low strength is replaceably provided.

この構成によれば、第1の外管攪拌翼と中管攪拌翼との間等に転石が噛み込んで大きな外力を受けたとき、剛性強度の低い第1の外管攪拌翼の先端側に設けた脆弱部が折損して外力を緩衝し、外管の本体側にまで被害が及ぶのを防ぐ。また、第1の外管攪拌翼の脆弱部は交換可能であるので、補修も容易である。   According to this configuration, when a boulder bites between the first outer tube agitating blade and the middle tube agitating blade and receives a large external force, the tip end side of the first outer tube agitating blade having a low rigidity strength is provided. The fragile part provided breaks to buffer the external force and prevent damage to the main body side of the outer tube. Moreover, since the weak part of the 1st outer pipe | wing stirring blade is replaceable, repair is also easy.

請求項14記載の発明は、請求項1、2、3、4、5、6、7、8、9、10、11,12又は13記載の構成において、前記ロッドの外周面に対応して、該ロッドの外周面に付着された前記混合土を除去する除去ブラシを設けてなる、深層混合処理装置を提供する。   The invention according to claim 14 is the structure according to claim 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, or 13, corresponding to the outer peripheral surface of the rod, There is provided a deep layer mixing treatment apparatus provided with a removal brush for removing the mixed soil adhered to the outer peripheral surface of the rod.

この構成によれば、ロッドの外周面に付着された原位置土と注入された固化材を除去ブラシで落として容易に取り除くことができる。   According to this configuration, the in-situ soil attached to the outer peripheral surface of the rod and the injected solidified material can be easily removed by dropping with the removal brush.

請求項15記載の発明は、請求項1、2、3、4、5、6、7、8、9、10、11、12、13又は14記載の構成において、前記ロッドの外周を回転可能に保持して該ロッドの振れ止めを行う振れ止め装置を備える、深層混合処理装置を提供する。   According to a fifteenth aspect of the present invention, in the configuration of the first, second, third, fourth, fifth, sixth, seventh, eighth, ninth, tenth, eleventh, twelfth, thirteenth, or fourteenth aspect, the outer periphery of the rod can be rotated. Provided is a deep-mixing processing apparatus provided with a steady-state device that holds the rod to steady-state the rod.

この構成によれば、振れ止め装置により、回転駆動時におけるロッドの振れを抑えた状態で作業を行うことができ、作業性の向上が図れる。   According to this configuration, the steadying device can perform work in a state in which the deflection of the rod during rotation driving is suppressed, and the workability can be improved.

本発明によれば、掘削孔内に貫入された攪拌混合部内において、掘削された原位置土と注入された固化材が混合することによって過剰な圧力が余剰圧力として発生すると、外管の外周に設けられた余剰圧力消散手段等により、攪拌混合部内における原位置土と注入された固化材の一部をロッド(外管)の長手方向上方へ誘導し、逃がして消散するようにしている。したがって、攪拌混合部内に発生した過剰な圧力が余剰圧力として消散されることにより、攪拌混合部内で混合された原位置土と注入された固化材の一部が掘削孔の周囲に強制的に排出されることなく、均一に攪拌混合させることができる。これにより、所望する円柱状をした改良体を容易に造成することができる。さらに、中管と一体に回転する中管攪拌翼と外管と一体に回転する外管攪拌翼が互いに相反する方向に回転駆動されるので、原位置土と注入された固化材の供回りが抑えられると共に、各攪拌翼の間又は周囲に存在する原位置土と注入された固化材は、上下左右の両方向に三次元的に入れ替わって均一な攪拌混合が可能になる。   According to the present invention, if excessive pressure is generated as excess pressure due to mixing of the excavated in-situ soil and the injected solidified material in the agitation and mixing unit penetrating into the excavation hole, The surplus pressure dissipating means and the like are provided so that the in-situ soil and a part of the injected solidified material are guided upward in the longitudinal direction of the rod (outer tube) to escape and dissipate. Therefore, the excess pressure generated in the stirring and mixing unit is dissipated as the excess pressure, so that the in-situ soil mixed in the stirring and mixing unit and a part of the injected solidified material are forcibly discharged around the excavation hole. Without being mixed, it can be uniformly stirred and mixed. Thereby, the desired cylindrical improvement body can be easily created. Furthermore, since the inner tube agitating blade rotating integrally with the inner tube and the outer tube agitating blade rotating integrally with the outer tube are driven to rotate in directions opposite to each other, the in-situ soil and the injected solidified material are rotated. In-situ soil existing between or around each stirring blade and the injected solidified material are three-dimensionally switched in both the upper, lower, left and right directions, and uniform stirring and mixing are possible.

本発明の一実施例に係る深層混合処理装置を概略的に示す全体正面図である。1 is an overall front view schematically showing a deep mixing treatment apparatus according to an embodiment of the present invention. 同上深層混合処理装置のロッド側の構成を拡大し、各連結固定部分を透視状態にして模式的に描いて示す図である。It is a figure which expands the structure by the side of the rod of a deep mixing processing apparatus same as the above, and draws and shows typically by making each connection fixation part a see-through state. 同上深層混合処理装置のロッドにおける中管と中管攪拌翼の構成を、その一部を透視状態にして模式的に描いて示す図であり、(a)は中管と中管攪拌翼を連結固定した状態で示す図、(b)は中管を構成する中管部同士の連結固定を説明する図、(c)は(b)のA−A線断面図である。It is a figure which draws and shows the composition of the middle pipe and middle pipe stirring blade in the rod of the deep mixing processing apparatus same as the above in a perspective state, and (a) connects the middle pipe and the middle pipe stirring blade. The figure shown in the state fixed, (b) is a figure explaining the connection fixation of the middle pipe parts which comprise a middle pipe, (c) is the sectional view on the AA line of (b). 同上深層混合処理装置のロッドにおける外管と外管攪拌翼の構成を、その一部を透視状態にして模式的に描いて示す図であり、(a)は外管と外管攪拌翼を連結固定した状態で示す図、(b)は外管を構成する外管部同士の連結固定を説明する図、(c)は(b)のB−B線拡大図である。FIG. 2 is a diagram schematically showing a configuration of an outer tube and an outer tube agitating blade in a rod of the deep mixing treatment apparatus as described above, with a part thereof seen through, and (a) connecting the outer tube and the outer tube agitating blade. The figure shown in the state fixed, (b) is a figure explaining the connection fixation of the outer pipe parts which comprise an outer pipe, (c) is the BB line enlarged view of (b). 同上深層混合処理装置におけるロッドの下端部分と攪拌混合部の構成を、その一部を透視状態にして模式的に描いて示す図である。It is a figure which draws typically and shows the structure of the lower end part of a rod and the stirring mixing part in a deep layer mixing processing apparatus same as the above in the perspective state. 図5のC−C線断面図である。It is CC sectional view taken on the line of FIG. 図5に示す中管と中管攪拌翼の構成を各々抽出して示した一部拡大図である。FIG. 6 is a partially enlarged view showing the extracted configurations of the middle tube and the middle tube stirring blade shown in FIG. 5. 図7のD−D線断面図である。It is the DD sectional view taken on the line of FIG. 同上深層混合処理装置における誘導部の拡大図であり、(a)は図7で使用している誘導部を説明する図で、(b)は誘導部の一変形例を説明する図である。It is an enlarged view of the guidance | induction part in a deep layer mixing processing apparatus same as the above, (a) is a figure explaining the guidance | induction part used in FIG. 7, (b) is a figure explaining the modification of a guidance | induction part. 同上深層混合処理装置における外管攪拌翼の拡大図である。It is an enlarged view of the outer pipe | wing stirring blade in a deep layer mixing processing apparatus same as the above. 同上外管攪拌翼の要部構造を示す図で、(a)は図10のE−E線断面図で、(b)は(a)のF−F線拡大図である。It is a figure which shows the principal part structure of an outer pipe | tube stirring blade same as the above, (a) is the EE sectional view taken on the line of FIG. 10, (b) is the FF expanded view of (a). 同上深層混合処理装置における泥落とし装置を説明する図である。It is a figure explaining the mud dropping apparatus in a deep layer mixing processing apparatus same as the above. 同上深層混合処理装置の動作を説明する縦断模式図である。It is a vertical schematic diagram explaining operation | movement of a deep layer mixing processing apparatus same as the above. 同上深層混合処理装置の動作を説明する水平断模式図である。It is a horizontal cutaway schematic diagram explaining operation | movement of a deep layer mixing processing apparatus same as the above. 同上深層混合処理装置におけるロッドの一変形例を説明する図である。It is a figure explaining the modification of the rod in a deep mixing processing apparatus same as the above. 同上深層混合処理装置におけるロッドの他の変形例を説明する図であり、(a)はロッドの側面図、(b)は(a)のG−G線断面図である。It is a figure explaining the other modification of the rod in a deep layer mixing processing apparatus same as the above, (a) is a side view of a rod, (b) is the GG sectional view taken on the line of (a). 同上深層混合処理装置におけるロッドの更に他の変形例を説明する図であり、(a)はロッドの要部側面図、(b)はロッドの一部分解図、(c)は(b)のH−H線断面図である。It is a figure explaining the further another modified example of the rod in a deep mixing processing apparatus same as the above, (a) is a principal part side view of a rod, (b) is a partial exploded view of a rod, (c) is H of (b) FIG. 同上深層混合処理装置における攪拌混合部の一変形例を説明する図である。It is a figure explaining the modification of the stirring mixing part in a deep layer mixing processing apparatus same as the above.

本発明は、攪拌混合部内に発生する過剰な圧力を余剰圧力として解消して、側方に与える変位を減少しつつ、所望する円柱状をした改良体を容易に造成できる深層混合処理装置を提供するという目的を達成するために、軟弱地盤に固化材を注入攪拌して円柱状の改良体を形成する深層混合処理装置において、最下端部に掘削歯及び固化材吐出口が設けられた中管と該中管の外側に装着された外管とを有し、該中管と外管とが互いに相反する方向に回転駆動されるロッドと、前記ロッドの下端部に設けられていると共に前記中管と一体に回転する攪拌翼と前記外管と一体に回転する攪拌翼とを有し、掘削された地盤と前記固化材とを攪拌混合する攪拌混合部と、前記外管と一体回転可能に該外管の外周に設けられ、前記攪拌混合部内で混合された原位置土と注入された固化材により発生した過剰な圧力の一部を前記ロッドの長手方向上方へ誘導可能な余剰圧力消散手段等と、を備える構成としたことにより実現した。   The present invention provides a deep mixing processing apparatus that can easily create a desired cylindrical improved body while eliminating excessive pressure generated in the stirring and mixing section as excessive pressure and reducing displacement applied to the side. In order to achieve the purpose of the above, in the deep mixing processing apparatus in which the solidified material is injected and stirred into the soft ground to form a cylindrical improvement body, the middle pipe provided with the excavating teeth and the solidified material discharge port at the lowermost end And an outer tube mounted on the outer side of the intermediate tube, the rod being driven to rotate in a direction opposite to each other, the intermediate tube and the outer tube, and a lower end portion of the rod and the intermediate tube A stirring blade that rotates integrally with the tube and a stirring blade that rotates integrally with the outer tube; and a stirring and mixing unit that stirs and mixes the excavated ground and the solidified material, and is rotatable integrally with the outer tube. Provided on the outer periphery of the outer tube and mixed in the stirring and mixing unit Some of the excess pressure generated by the solidified material that is injected in situ soil was achieved with the construction of and a surplus pressure dissipation means such as inducible in the longitudinal direction above the rod.

以下、本発明の実施形態による深層混合処理装置の好適な実施例について図面を参照しながら説明する。   Hereinafter, a preferred example of a deep mixing apparatus according to an embodiment of the present invention will be described with reference to the drawings.

図1は、発明の一実施例を示す深層混合処理装置を概略的に示す全体正面図である。同図において、深層混合処理装置10は、リーダ11を支持する地盤改良機12を備えている。また、その地盤改良機12に隣接して、空気圧縮機13、発動発電機14、及び、固化材供給部15が配設されている。なお、空気圧縮機13及び発動発電機14は、地盤改良機12上に配置される場合もある。一方、固化材供給部15は、地盤改良機12外で、その地盤改良機12と隣接した位置に配設されており、セメントサイロ15a、バッチャープラント15b、グラウトポンプ15c等で構成されている。   FIG. 1 is an overall front view schematically showing a deep mixing apparatus according to an embodiment of the invention. In the figure, a deep mixing processing apparatus 10 includes a ground improvement machine 12 that supports a reader 11. Further, an air compressor 13, an engine generator 14, and a solidifying material supply unit 15 are disposed adjacent to the ground improvement machine 12. The air compressor 13 and the motor generator 14 may be disposed on the ground improvement machine 12 in some cases. On the other hand, the solidifying material supply unit 15 is disposed outside the ground improvement machine 12 and at a position adjacent to the ground improvement machine 12, and includes a cement silo 15a, a batcher plant 15b, a grout pump 15c, and the like. .

前記空気圧縮機13は、地盤改良機12で使用する圧縮空気を生成するものであり、発動発電機14は、地盤改良機12で使用する電力を生成して供給する。なお、空気圧縮機13は、装備しない場合もある。   The air compressor 13 generates compressed air used in the ground improvement machine 12, and the generator 14 generates and supplies electric power used in the ground improvement machine 12. In addition, the air compressor 13 may not be equipped.

前記固化材供給部15は、セメントサイロ15a内に貯蔵された固化材としてのセメントを、スラリー状に調合し、その固化材(セメントスラリー)をクラウドポンプ15cによりチューブ管16内に送り、そのチューブ管16を介して後述するロッド20の中管21内に供給するものである。また、チューブ管16の途中には、チューブ管16内を通る固化材の量、すなわち中管21内に供給された固化材の量を計る流量計17が設けられている。   The solidifying material supply unit 15 mixes cement as a solidifying material stored in the cement silo 15a into a slurry, and sends the solidifying material (cement slurry) into the tube tube 16 by the cloud pump 15c. The rod 20 is supplied into the middle tube 21 described later via the tube 16. In the middle of the tube 16, a flow meter 17 is provided for measuring the amount of solidified material passing through the tube 16, that is, the amount of solidified material supplied into the middle tube 21.

前記リーダ11は、前記地盤改良機12のベースマシン本体12aにより垂直に支持されている。そのリーダ11には、回転駆動手段たる駆動装置18が昇降自在に設けられている。駆動装置18の内部には、スイベル19を介して、掘削攪拌軸であるロッド20が正逆転駆動可能に連結されている。また、リーダ11には、ロッド20の回転数を計測する回転計51と、ロッド20の掘削長さを計測する深度計52と、ロッド20の振れを抑止する振れ止め装置53と、ロッド20の外周面に付着している掘削土を払拭するための泥落とし装置54、等が取り付けられている。   The reader 11 is vertically supported by a base machine body 12a of the ground improvement machine 12. The reader 11 is provided with a driving device 18 as a rotational driving means so as to be movable up and down. A rod 20 that is an excavation stirring shaft is connected to the inside of the drive device 18 via a swivel 19 so as to be able to drive forward and reverse. Further, the reader 11 includes a tachometer 51 that measures the number of rotations of the rod 20, a depth meter 52 that measures the excavation length of the rod 20, a steadying device 53 that suppresses the deflection of the rod 20, and the rod 20. A mud dropping device 54 and the like for wiping excavated soil adhering to the outer peripheral surface are attached.

図2は、深層混合処理装置10におけるロッド20側の構成を拡大し、また各連結固定部分を透視状態にして模式的に描いて示した図である。図2に示すように、前記ロッド20は、パイプ状をした中管(中軸とも言う)21と同じくパイプ状をした外管(外軸とも言う)22とから成る。その外管22は、中管21の外側に相対回転可能に装着されており、したがってロッド20は二重管をした構造として形成されている。また、その中管21と外管22は、それぞれ駆動装置18の駆動により互いに反対方向に正逆転駆動するように連結されている。   FIG. 2 is an enlarged view of the configuration of the rod 20 side in the deep mixing treatment apparatus 10, and is a diagram schematically showing each connection fixing portion in a see-through state. As shown in FIG. 2, the rod 20 includes a pipe-shaped intermediate tube (also referred to as a central shaft) 21 and a pipe-shaped outer tube (also referred to as an external shaft) 22. The outer tube 22 is mounted on the outer side of the middle tube 21 so as to be relatively rotatable, and therefore the rod 20 is formed as a double tube structure. Further, the inner tube 21 and the outer tube 22 are connected so as to be driven forward and backward in opposite directions by driving of the driving device 18.

さらに、前記ロッド20における中管21の最下端の側面には、掘削歯23が取り付けられている。また、中管21内には、前記チューブ管16を介して前記固化材供給部15から送られて来た固化材(セメントスラリー)が通る固化材供給通路24が設けられている。したがって、その固化材供給通路24の下端は、中管21の最下端面の固化材吐出口25に連通している。その中管21の最上端には、チューブ管16の先端が連結されており、固化材が固化材供給通路24を通って固化材吐出口25に送られるようになっている。また、前記ロッド20の下端部には、中管21と一体に回転する中管攪拌翼27と外管22と一体に回転する外管攪拌翼28とからなる籠状の攪拌混合部を形成する攪拌混合部26が取り付けられている。   Further, a digging tooth 23 is attached to the lowermost side surface of the intermediate tube 21 in the rod 20. Further, a solidifying material supply passage 24 through which the solidifying material (cement slurry) sent from the solidifying material supply unit 15 through the tube pipe 16 passes is provided in the intermediate tube 21. Therefore, the lower end of the solidifying material supply passage 24 communicates with the solidifying material discharge port 25 on the lowermost end surface of the middle tube 21. The tip of the tube tube 16 is connected to the uppermost end of the intermediate tube 21 so that the solidified material is sent to the solidified material discharge port 25 through the solidified material supply passage 24. In addition, a bowl-shaped stirring and mixing portion is formed at the lower end portion of the rod 20, which includes an inner tube stirring blade 27 that rotates integrally with the inner tube 21 and an outer tube stirring blade 28 that rotates together with the outer tube 22. A stirring and mixing unit 26 is attached.

更に詳述すると、図3は中管21の構造と、この中管21の最下端に取り付けられた中管攪拌翼27の構成を示している。図3の(a)に示すように、中管21は、複数の中管部21a、21b、21b、21c、21dを順に直列に連結固定させて、一本の棒状管体として形成されている。そして、中管21の最下端部に配置されている中管部21dの下端に、前記固化材吐出口25及び前記掘削歯23が設けられている。   More specifically, FIG. 3 shows the structure of the intermediate tube 21 and the structure of the intermediate tube stirring blade 27 attached to the lowermost end of the intermediate tube 21. As shown in FIG. 3A, the intermediate tube 21 is formed as a single rod-like tube body by connecting and fixing a plurality of intermediate tube portions 21a, 21b, 21b, 21c, and 21d in series. . The solidified material discharge port 25 and the excavating teeth 23 are provided at the lower end of the middle tube portion 21 d disposed at the lowermost end portion of the middle tube 21.

前記中管部21dを除いた、残りの各中管部21a、21b、21b、21cは、それぞれ長さが異なっているものの、全ての管部21a、21b、21b、21cの一端側(上端側)に連結凸部211を設け、他端側(下端側)に連結凹部212を設けている。そして、それら各中管部21a、21b、21b、21cは、図3の(b)に2本の中管部、すなわち中管部21bと中管部21bを直線状に並べて示しているように、連結する相手側の中管部21b(または21a、21cのいずれか)の連結凹部212内に連結する側の中管部21b(または21a、21cのいずれか)の連結凸部211を差し込み、この中管部21b、21bの間をボルト・ナット、ピン等で一体回転可能に連結固定することにより、前記一本の棒状管体として形成される。なお、本実施例では、スイベル19と連結固定される中管部21aと、攪拌混合部26の中管攪拌翼27と連結固定される中管部21cは、その中管部21aと中管部21cとの間に配置される中管部21b、21bよりも長さの短い管部を各々使用しているが、これら各管部の長さは現地で掘削する深さ及び原地盤の状況等によって変更されるものである。   The remaining intermediate tube portions 21a, 21b, 21b, and 21c except for the intermediate tube portion 21d have different lengths, but one end side (upper end side) of all the tube portions 21a, 21b, 21b, and 21c. ) Is provided with a connecting convex portion 211, and a connecting concave portion 212 is provided on the other end side (lower end side). Each of the intermediate tube portions 21a, 21b, 21b, and 21c is shown in FIG. 3B by arranging two intermediate tube portions, that is, the intermediate tube portion 21b and the intermediate tube portion 21b in a straight line. The connecting convex portion 211 of the intermediate pipe portion 21b (or any of 21a, 21c) to be connected is inserted into the connecting concave portion 212 of the intermediate pipe portion 21b (or any of 21a, 21c) to be connected, The intermediate tube portions 21b and 21b are connected and fixed so as to be integrally rotatable with bolts, nuts, pins and the like, thereby forming the single tubular tube. In the present embodiment, the intermediate tube portion 21a connected and fixed to the swivel 19 and the intermediate tube portion 21c connected and fixed to the intermediate tube stirring blade 27 of the stirring and mixing portion 26 include the intermediate tube portion 21a and the intermediate tube portion. The middle pipe portions 21b and 21b that are shorter than the length of the middle pipe portion 21b are used, but the length of each pipe portion is the depth of excavation at the site, the condition of the original ground, etc. It is changed by.

また、前記連結凸部211は、前記中管部21dの一端側(上端側)にも形成されている。したがって、中管部21dを中管部21cに連結させる場合も、中管部21dの連結凸部211を中管部21cの連結凹部212内に差し込み、ボルト・ナット、ピン等で締結することにより、中管部21dを中管部21cと一体回転可能に連結固定させることができる。   Moreover, the said connection convex part 211 is also formed in the one end side (upper end side) of the said middle pipe part 21d. Therefore, when connecting the intermediate tube portion 21d to the intermediate tube portion 21c, the connection convex portion 211 of the intermediate tube portion 21d is inserted into the connection concave portion 212 of the intermediate tube portion 21c and fastened with bolts, nuts, pins, or the like. The intermediate tube portion 21d can be connected and fixed so as to be integrally rotatable with the intermediate tube portion 21c.

さらに、中管部21bと中管部21dとの間、すなわち中管21の下端部に連結固定して配置されている中管部21cの外周面には、その中管部21cの軸線に沿って巻回するようにして、中管螺旋翼29が一体に形成されている。   Furthermore, an outer peripheral surface of the intermediate tube portion 21c arranged between the intermediate tube portion 21b and the intermediate tube portion 21d, that is, connected and fixed to the lower end portion of the intermediate tube portion 21 is along the axis of the intermediate tube portion 21c. The middle tube spiral blade 29 is formed integrally.

図4は外管22の構造と、この外管22の最下端に取り付けられた外管攪拌翼28の構成を示している。図4の(a)に示すように、前記外管22は、複数の外管部22a、22a、22b、22c、22dを順に直列に連結固定させて、一本の棒状管体として形成されている。そして、最下端部に配置されている外管部22dの下端に前記外管攪拌翼28が設けられている。なお、これら外管部22a、22b、22c、22dの内径は、外管部22a、22b、22c、22d内で前記中管部21a、21b、21cが各々回転できるように、中管部21a、21b、21b、21cの最大外径よりも大きく形成されている。   FIG. 4 shows the structure of the outer tube 22 and the structure of the outer tube stirring blade 28 attached to the lowermost end of the outer tube 22. As shown in FIG. 4 (a), the outer tube 22 is formed as a single rod-like tube by sequentially connecting and fixing a plurality of outer tube portions 22a, 22a, 22b, 22c, and 22d in series. Yes. And the said outer tube | pipe stirring blade 28 is provided in the lower end of the outer tube | pipe part 22d arrange | positioned at the lowest end part. The inner diameters of these outer tube portions 22a, 22b, 22c, and 22d are such that the intermediate tube portions 21a, 21b, and 21c can rotate within the outer tube portions 22a, 22b, 22c, and 22d, respectively. It is formed larger than the maximum outer diameter of 21b, 21b, 21c.

前記外管部22dを除いた、残りの各外管部22a、22b、22cは、それぞれ長さを異にするものの、全ての管部22a、22b、22cの両端側(上下端側)に連結用フランジ部221を設けている。それら各外管部22a、22b、22cは、図4の(b)に2本の外管部、すなわち外管部22aと外管部22aを並べて示しているように、連結する相手側の外管部22a(または22b、22cのいずれか)の連結用フランジ部221同士を互いに向かい合わせて、その両連結用フランジ部221、221同士を図示せぬボルト・ナットで連結固定することにより、前記一本の棒状管体として形成される。なお、外管部22a、22b、22c、22dの使用本数及び組み合わせは、前記中管部21a、21b、21c、21dの場合と同様に、現地で掘削する深さ及び原地盤の状況等によって変更されるものである。   The remaining outer tube portions 22a, 22b, and 22c except for the outer tube portion 22d are connected to both ends (upper and lower ends) of all the tube portions 22a, 22b, and 22c, although the lengths are different. A flange portion 221 is provided. Each of these outer tube portions 22a, 22b, and 22c has two outer tube portions, that is, the outer tube portion 22a and the outer tube portion 22a arranged side by side in FIG. By connecting the connecting flange portions 221 of the pipe portion 22a (or any of 22b and 22c) to each other and connecting and fixing the connecting flange portions 221 and 221 with bolts and nuts (not shown), It is formed as a single rod-shaped tube. The number and combination of the outer pipe portions 22a, 22b, 22c, and 22d are changed depending on the depth of excavation at the site and the condition of the ground as in the case of the middle pipe portions 21a, 21b, 21c, and 21d. It is what is done.

さらに、外管部22bの上側、すなわち外管部22bとスイベル19の間に連結固定配置されている外管部22a、22aの外周面には、その外管部22aの軸線に沿って巻回するようにしてなる、余剰圧力消散手段としての外管螺旋翼30が、外管部22aと一体に形成されている。なお、本実施例では、外管螺旋翼30は、外管部22aの下端から上端まで連続した状態では形成されておらず、外管螺旋翼30と外管螺旋翼30との間にスペース31を各々設けた状態にして、外管部22aの軸線方向(長手方向)に沿って間欠的に形成されている。   Furthermore, the outer tube portion 22b is wound around the axis of the outer tube portion 22a on the outer surface of the outer tube portion 22a and 22a, which is connected and fixedly arranged between the outer tube portion 22b and the swivel 19. The outer tube spiral wing 30 as the surplus pressure dissipation means is formed integrally with the outer tube portion 22a. In the present embodiment, the outer tube spiral blade 30 is not formed in a continuous state from the lower end to the upper end of the outer tube portion 22 a, and a space 31 is provided between the outer tube spiral blade 30 and the outer tube spiral blade 30. Are formed intermittently along the axial direction (longitudinal direction) of the outer tube portion 22a.

上述したように、前記棒状管体として各々形成された中管21と外管22は、中管21が外管22の中に回転可能に配置された、二重管構造をしたロッド20として形成されている。そして、図2に示すように、中管21が外管22内に組み込まれた状態では、中管21の管部同士の中管連結位置32(図3にも示す)と外管22の管部同士の外管連結位置33(図4にも示す)は、互いに管材の長手方向に距離Sだけずれた状態となるように設定してある。   As described above, the intermediate tube 21 and the outer tube 22 each formed as the rod-shaped tube body are formed as a rod 20 having a double tube structure in which the intermediate tube 21 is rotatably disposed in the outer tube 22. Has been. As shown in FIG. 2, when the intermediate tube 21 is incorporated in the outer tube 22, the intermediate tube connection position 32 (shown also in FIG. 3) between the tube portions of the intermediate tube 21 and the tube of the outer tube 22. The outer pipe connection positions 33 (also shown in FIG. 4) between the parts are set so as to be shifted from each other by a distance S in the longitudinal direction of the pipe material.

前記攪拌混合部26の中管攪拌翼27は、図5、図6、図7及び図8に示すように、中管21を中心に配置して、該中管21の下端側に固定して一体回転可能に取り付けられている。また、該中管攪拌翼27は、図8に示すように互いに180度変位した状態にして1対設けられている。その各中管攪拌翼27は、図7に示すように、上側水平翼27aと、下側水平翼27bと、上側水平翼27a及び下側水平翼27bの両先端部を各々連結している左右1対の垂直翼27c、27cとを一体に有して、側面視にて概略矩形状に形成されており、この中管攪拌翼27が回転することにより、攪拌混合部26内は籠状の攪拌混合部をした状態で攪拌混合が進む。なお、垂直翼27c、27cの水平断面形状は、図8及び図9の(a)に示すように、垂直翼27c、27cの内面側に、水平断面視において回転中心側へ緩やかに山形状に突出してなる混合土誘導手段としての混合土誘導部34を各々設けた形状になっている。また、その垂直翼27c、27cに各々設けられる混合土誘導部34は、例えば山形状に変えて図9の(b)に示すように回転中心側に突出するようにして、水平断面視において中管攪拌翼27の垂直翼27c、27cにおける内面から略垂直にロッド20の回転中心側へ突出して設けられた突板で形成してもよい。さらに、図7に示すように下側水平翼27bの下面側には、下側に向かって突出している掘削歯35が設けられている。   As shown in FIGS. 5, 6, 7, and 8, the middle tube agitating blade 27 of the stirring and mixing unit 26 is disposed around the middle tube 21 and fixed to the lower end side of the middle tube 21. It is attached so that it can rotate integrally. Further, as shown in FIG. 8, a pair of the middle tube agitating blades 27 are provided in a state where they are displaced from each other by 180 degrees. As shown in FIG. 7, each of the middle tube agitating blades 27 has an upper horizontal blade 27a, a lower horizontal blade 27b, and right and left connecting the tip portions of the upper horizontal blade 27a and the lower horizontal blade 27b. A pair of vertical blades 27c and 27c are integrally formed and formed in a substantially rectangular shape in a side view, and the inside of the stirring and mixing unit 26 is shaped like a bowl by rotating the middle tube stirring blade 27. Stirring and mixing proceeds with the stirring and mixing unit in the state. As shown in FIGS. 8 and 9A, the horizontal cross-sectional shape of the vertical wings 27c and 27c is gradually mountain-shaped toward the inner side of the vertical wings 27c and 27c toward the center of rotation in the horizontal cross-sectional view. Each is provided with a mixed soil guiding portion 34 as protruding mixed soil guiding means. Further, the mixed soil guiding portion 34 provided on each of the vertical blades 27c and 27c is changed to a mountain shape, for example, so as to protrude toward the rotation center side as shown in FIG. You may form with the protruding plate provided by protruding to the rotation center side of the rod 20 from the inner surface in the vertical blades 27c and 27c of the tube stirring blade 27 substantially perpendicularly. Further, as shown in FIG. 7, digging teeth 35 projecting downward are provided on the lower surface side of the lower horizontal blade 27b.

前記攪拌混合部26の外管攪拌翼28は、図5、図6、図10及び図11に示すように、外管22の下端側に固定して一体回転可能に設けられている。その外管攪拌翼28は、中管攪拌翼27内で回転する第1の外管攪拌翼28aと、中管攪拌翼27の外側で該中管攪拌翼27の上方に配置された第2の外管攪拌翼28bとを備え、さらに第2の外管攪拌翼28bの上面側と下面側に掘削歯36を各々設けている。また、第1の外管攪拌翼28aには、図6及び図11に示すように翼先端側に、翼基端部28c側の剛性強度よりも低い剛性強度で形成された補助攪拌翼28dとしての脆弱部が、翼基端部28cに対してボルト・ナット等で交換可能に取り付けられている。この補助攪拌翼28dは、攪拌混合部26での攪拌時に該第1の外管攪拌翼28a側に過大な負荷(外力)が加わったときに翼基端部28cに先立って折損して、本体側となる第1の外管攪拌翼28aの基端部28cが直接折損するのを防止する役目を果たす。そして、補助攪拌翼28dが折損した場合には、補助攪拌翼28dだけを交換すれば済むようになっている。   As shown in FIGS. 5, 6, 10, and 11, the outer tube stirring blade 28 of the stirring and mixing unit 26 is fixed to the lower end side of the outer tube 22 so as to be integrally rotatable. The outer tube agitating blade 28 includes a first outer tube agitating blade 28 a that rotates within the middle tube agitating blade 27, and a second outer tube agitating blade 27 that is disposed outside the middle tube agitating blade 27 and above the intermediate tube agitating blade 27. The outer tube agitating blade 28b is provided, and the excavating teeth 36 are provided on the upper surface side and the lower surface side of the second outer tube agitating blade 28b, respectively. Further, as shown in FIGS. 6 and 11, the first outer tube agitating blade 28a has an auxiliary agitating blade 28d formed at the blade tip side with a rigidity strength lower than the rigidity strength on the blade base end portion 28c side. The fragile portion is attached to the blade base end portion 28c in a replaceable manner with bolts and nuts. The auxiliary stirring blade 28d breaks prior to the blade base end portion 28c when an excessive load (external force) is applied to the first outer tube stirring blade 28a side during stirring in the stirring and mixing unit 26, It serves to prevent the base end portion 28c of the first outer tube stirring blade 28a on the side from being broken directly. When the auxiliary stirring blade 28d breaks, only the auxiliary stirring blade 28d needs to be replaced.

振れ止め装置53は、図1に示すように、一端側がリーダ11に固定されており、他端側はロッド20側に突出されている。そして、ロッド20側に突出されている他端側でロッド20を回転並びに上下動可能に支え、作業中等に生じる該ロッド20が振れを抑制する役目を果たすようになっている。   As shown in FIG. 1, the steady rest device 53 has one end fixed to the reader 11 and the other end protruding to the rod 20 side. The rod 20 is supported at the other end protruding to the rod 20 side so that the rod 20 can be rotated and moved up and down, and the rod 20 generated during the operation or the like serves to suppress vibration.

前記泥落とし装置54は、図12に示すように、一端部をロッド20側に突出させ、他端部側を前記振れ止め装置53に固定して取り付けられている。また、その一端部側には、外管22の外周面に当接している泥落とし用のブラシ54aが取り付けられている。その泥落とし用のブラシ54aは、外管22の外周面に付着している掘削土を払拭する役目を果たすようになっている。また、泥落とし用のブラシ54aは、外管22の外周面に常時当接した状態で設けているが、必要な時にのみ外管22の外周面に当接させるようにしてもよい。   As shown in FIG. 12, the mud dropping device 54 is attached with one end protruding to the rod 20 side and the other end fixed to the steadying device 53. Further, a mud dropping brush 54 a that is in contact with the outer peripheral surface of the outer tube 22 is attached to one end portion thereof. The mud dropping brush 54 a serves to wipe off the excavated soil adhering to the outer peripheral surface of the outer tube 22. Further, the mud dropping brush 54a is provided in a state of being in constant contact with the outer peripheral surface of the outer tube 22, but may be in contact with the outer peripheral surface of the outer tube 22 only when necessary.

次に本実施例による深層混合処理装置の施工動作について、図1乃至図12に、図13及び図14に示す模式図を加えて説明する。まず、図1に示すように、地盤改良機12によりリーダ11を所定の施工位置に立設させて、ロッド20の下端部に設けられた攪拌混合部26を所定の施工位置にセットする。次に、ロッド20上端部の駆動装置18を起動させ、ロッド20を回転駆動させる。この回転では、中管21と外管22は互いに相反する方向に回転され、かつ、中管21又は外管22の何れか一方の管(21または22)の回転速度が他方の管(22または21)よりも速く、すなわち回転速度を異にして駆動される。本実施例では、外管22の回転速度を中管21の回転速度よりも早く回転させている。   Next, the construction operation of the deep mixing apparatus according to the present embodiment will be described with reference to FIGS. 1 to 12 and the schematic diagrams shown in FIGS. First, as shown in FIG. 1, the ground improvement machine 12 causes the reader 11 to stand at a predetermined construction position, and the stirring and mixing unit 26 provided at the lower end of the rod 20 is set to the predetermined construction position. Next, the drive device 18 at the upper end of the rod 20 is activated to drive the rod 20 to rotate. In this rotation, the middle tube 21 and the outer tube 22 are rotated in directions opposite to each other, and the rotation speed of either the middle tube 21 or the outer tube 22 (21 or 22) is the other tube (22 or 22). It is driven faster than 21), that is, at a different rotational speed. In this embodiment, the rotation speed of the outer tube 22 is rotated faster than the rotation speed of the middle tube 21.

そして、図13及び図14に示すように、攪拌混合部26を原地盤100に貫入し、中管21最下端の固化材吐出口25より固化材を吐出させる。この固化材は、固化材供給部15からチューブ管16を通って中管21上端部より送り込まれ、固化材供給通路24を通って送られて来た固化材である。また、この掘削では、先端側の掘削歯23、35により一時掘削をし、掘削された原位置土及び固化材と混合された原位置土が、中管攪拌翼27による垂直翼27cが垂直回転することにより、その垂直翼27cの内側に作られたスペース(以下、このスペースを「籠」と言う)中へ入り込み、その籠の中で既にもみほぐされている原位置土及び固化材と更に攪拌される。さらに、中管攪拌翼27が原地盤100内に貫入されて行くことにより、原地盤100には縦孔101bが掘削され、この掘削形成と略同時に、この縦孔101b内を埋める攪拌された混合土102が順次造成されて行く。   Then, as shown in FIG. 13 and FIG. 14, the stirring and mixing unit 26 penetrates the raw ground 100 and the solidified material is discharged from the solidified material discharge port 25 at the lowest end of the middle tube 21. This solidified material is a solidified material that has been sent from the solidified material supply section 15 through the tube pipe 16 from the upper end of the middle tube 21 and has been sent through the solidified material supply passage 24. Further, in this excavation, the excavation is performed temporarily by the excavation teeth 23 and 35 on the tip side, and the excavated original soil and the original soil mixed with the solidified material are vertically rotated by the vertical blade 27c by the middle tube agitating blade 27. And then into the space created inside the vertical wing 27c (hereinafter, this space is referred to as "籠"), and the in-situ soil and solidified material already loosened in the 中 でStir. Further, as the middle tube agitating blade 27 is penetrated into the original ground 100, a vertical hole 101b is excavated in the original ground 100, and at the same time as the excavation formation, the agitated mixing filling the vertical hole 101b. The soil 102 is sequentially created.

また、この掘削では、掘削中に周囲から原地盤土圧力P1を受けるが、中管攪拌翼27の垂直翼27cが回転することにより、その垂直翼27cが縦孔101bと原地盤100との縁切り効果を生じさせて、混合土102と原地盤100との境目101aがハッキリとした円孔の掘削と攪拌混合が行われる。   Further, in this excavation, the original ground soil pressure P1 is received from the surroundings during the excavation, but the vertical blade 27c of the middle tube agitating blade 27 rotates, so that the vertical blade 27c cuts the edge between the vertical hole 101b and the original ground 100. An effect is produced, and excavation and stirring mixing of a circular hole in which the boundary 101a between the mixed soil 102 and the original ground 100 is clear is performed.

さらに、掘削歯23及び掘削歯35で掘削された原位置土100は、縦孔101b内で中管攪拌翼27と外管攪拌翼28の相反回転に伴う攪拌混合により、水平方向のみならず、上下方向にも練り返しを受ける。しかも、中管21と外管22はそれぞれ相反する方向で、かつ、一方の管(21または22)の回転速度を他方の管(22または21)よりも速く、すなわち回転速度を異にして回転駆動させている。これにより、各攪拌翼27、28の間、又は、周囲に存在する原位置土100は、上下左右の両方向に三次元的に攪拌混合される。   Further, the in-situ soil 100 excavated by the excavating teeth 23 and the excavating teeth 35 is not only in the horizontal direction, but also in the horizontal direction due to the agitation and mixing accompanying the reciprocal rotation of the middle tube agitating blade 27 and the outer tube agitating blade 28 in the vertical hole 101b. Rebounded in the vertical direction. Moreover, the intermediate tube 21 and the outer tube 22 rotate in opposite directions, and the rotation speed of one tube (21 or 22) is higher than that of the other tube (22 or 21), that is, the rotation speed is different. Driven. Thereby, the in-situ soil 100 existing between or around each of the stirring blades 27 and 28 is three-dimensionally stirred and mixed in both the upper, lower, left and right directions.

また、縦孔101b内に生成された原位置土100は、攪拌混合部26内で、中管21の固化材吐出口25から吐出される固化材と更に攪拌混合されて、撹拌された混合土102になる。また、攪拌混合部26内では、中管攪拌翼27における垂直翼27cの内面側に、混合土誘導手段として、回転中心側へ緩やかに山形状に突出してなる混合土誘導部34が設けられているので、その混合土誘導部34が垂直翼27cと一体に回転することにより、図6、図8、図13及び図14中に矢印56で示すように、混合土誘導部34が撹拌された混合土102を縦孔101bの中心部側に押しやる。これにより、撹拌された混合土102は中心方向に寄せ集められ、より撹拌され流動化された混合土103となり、ロッド20の中心方向に圧力P2を集中させる。   The in-situ soil 100 generated in the vertical hole 101b is further agitated and mixed with the solidified material discharged from the solidified material discharge port 25 of the middle tube 21 in the agitating and mixing unit 26 and agitated mixed soil. 102. Further, in the stirring and mixing section 26, a mixed soil guiding section 34 is provided on the inner surface side of the vertical blade 27c of the middle tube stirring blade 27 as a mixed soil guiding means that gently protrudes in a mountain shape toward the rotation center side. Therefore, as the mixed soil guiding portion 34 rotates integrally with the vertical blade 27c, the mixed soil guiding portion 34 is agitated as shown by an arrow 56 in FIGS. 6, 8, 13, and 14. The mixed soil 102 is pushed toward the center of the vertical hole 101b. As a result, the mixed soil 102 that has been stirred is gathered in the center direction to become the mixed soil 103 that has been further stirred and fluidized, and the pressure P <b> 2 is concentrated in the central direction of the rod 20.

このとき、攪拌混合部26内において、その原位置土100と注入された固化材とにより発生した過剰な圧力(余剰圧力P3)は、その流動化された混合土103の一部を、攪拌混合部26内からロッド20(外管22)に沿って上方へ誘導させて逃がす。また、流動化された混合土103の一部が余剰圧力消散手段として形成されている外管螺旋翼30の部分まで移動されると、その流動化された混合土103の一部が外管22と一体に回転している外管螺旋翼30による揉みほぐしと送り動作を伴って更に上方、すなわち原地盤100上側へスムーズに退避され、その余剰圧力P3を消散する。なお、本実施例では外管螺旋翼30は外管22の外周面にその長手方向に沿って間欠的に設けられているため、ここでの余剰圧力P3による流動化された混合土103の移動は、外管螺旋翼30が無くなると、外管螺旋翼30による送り出し力だけで送られる。その外管螺旋翼30は、外管22の外周面にその長手方向に沿って間欠的に設けられているので、余剰圧力P3を上方に誘導しつつ、非強制的に消散させる。   At this time, in the agitation / mixing unit 26, the excessive pressure (excess pressure P3) generated by the in-situ soil 100 and the injected solidified material is agitated and mixed with a part of the fluidized mixed soil 103. It is guided upward along the rod 20 (outer tube 22) from inside the portion 26 to escape. Further, when a part of the fluidized mixed soil 103 is moved to the portion of the outer tube spiral blade 30 formed as the surplus pressure dissipation means, a part of the fluidized mixed soil 103 is transferred to the outer tube 22. The outer pipe spiral blade 30 that rotates together with the outer pipe spiral blade 30 is smoothly evacuated upward, that is, to the upper side of the original ground 100, and the excess pressure P3 is dissipated. In the present embodiment, the outer tube spiral blade 30 is intermittently provided along the longitudinal direction on the outer peripheral surface of the outer tube 22, so that the fluidized mixed soil 103 is moved by the excess pressure P3 here. When the outer tube spiral blade 30 is eliminated, the outer tube spiral blade 30 is fed only by the feeding force. Since the outer tube spiral blade 30 is intermittently provided along the longitudinal direction on the outer peripheral surface of the outer tube 22, the outer tube 30 is forcedly dissipated while guiding the excess pressure P3 upward.

また、ロッド20の下端側で、中管21における中管部21cの周面には中管旋翼29が設けられ、その中管螺旋翼29が外管螺旋翼30と相反する方向に回転している。したがって、余剰圧力P3で上方に誘導された流動化された混合土103の一部が、中管21と外管22との間に入り込もうとした場合には、その中間螺旋翼29の回転により下方に送り戻され、その流動化された混合土103の一部が中管21と外管22との間に入り込むのを阻止する。   Further, on the lower end side of the rod 20, an intermediate tube rotating blade 29 is provided on the peripheral surface of the intermediate tube portion 21 c in the intermediate tube 21, and the intermediate tube spiral blade 29 rotates in a direction opposite to the outer tube spiral blade 30. Yes. Therefore, when a part of the fluidized mixed soil 103 guided upward by the surplus pressure P3 tries to enter between the intermediate pipe 21 and the outer pipe 22, the intermediate spiral blade 29 rotates downward. And part of the fluidized mixed soil 103 is prevented from entering between the intermediate pipe 21 and the outer pipe 22.

こうして、掘削歯23及び掘削歯35等で掘削した縦孔101bが規定深さに到達したら、ロッド20と攪拌混合部26を回転させながら、一旦所定高さまで引き上げる。なお、攪拌混合部26が所定深さに到達したか否かの計測は、深度計52によって計測される。また、この引き上げ時には、第2の外管攪拌翼28bの掘削歯36で攪拌混合部26の上側に堆積した撹拌された混合土102を再撹拌してほぐす。その後、ロッド20を攪拌混合部26と共に下降させ、流動化された混合土103を攪拌混合しながら再び元の掘削位置に貫入させ、改良杭の底部の仕上げを行う。   Thus, when the vertical hole 101b excavated by the excavating teeth 23, the excavating teeth 35, etc. reaches a specified depth, the rod 20 and the agitation / mixing unit 26 are temporarily pulled up to a predetermined height while rotating. Note that the depth meter 52 measures whether or not the stirring and mixing unit 26 has reached a predetermined depth. Further, at the time of this pulling up, the agitated mixed soil 102 deposited on the upper side of the agitating and mixing unit 26 by the excavating teeth 36 of the second outer tube agitating blade 28b is re-stirred and loosened. Thereafter, the rod 20 is lowered together with the stirring and mixing unit 26, and the fluidized mixed soil 103 is again inserted into the original excavation position while stirring and mixing, and the bottom of the improved pile is finished.

然る後、ロッド20を攪拌混合部26と共に回転させながら、また固化材と原位置土100及び撹拌された混合土102を攪拌混合しつつ、攪拌混合部26を原地盤100の表面まで引き抜いて、均一な所定径の改良体(杭)を造成する。   Thereafter, the stirring and mixing unit 26 is pulled out to the surface of the original ground 100 while rotating the rod 20 together with the stirring and mixing unit 26 and stirring and mixing the solidified material, the original soil 100 and the stirred mixed soil 102. Then, an improved body (pile) with a uniform predetermined diameter is created.

また、この深層混合処理装置10では、泥落とし装置54のブラシ54aが外管22の外周面に当接した状態で設けられているので、ロッド20が引き抜かれるとき、外管22の外面及び外管螺旋翼30に各々付着している混合残土等が、ブラシ54aにより払拭されて取り除かれる。   Moreover, in this deep mixing processing apparatus 10, since the brush 54a of the mud removing apparatus 54 is provided in contact with the outer peripheral surface of the outer tube 22, when the rod 20 is pulled out, the outer surface and the outer surface of the outer tube 22 are removed. The mixed residual soil or the like adhering to the tube spiral blade 30 is wiped away by the brush 54a and removed.

したがって、本実施例の深層混合処理装置10によれば、掘削孔である縦孔101b内に貫入された攪拌混合部26内において、掘削された原位置土100と注入された固化材が混合されることにより発生した過剰な圧力は、余剰圧力P3として、その攪拌混合部26内における流動化された混合土103の一部を、外管22の外周面に設けられた余剰圧力消散手段である外管螺旋翼30によりロッド20の長手方向上方へ誘導して逃がすことにより、消散される。また、中管攪拌翼27の垂直翼27cを回転させて、縦孔101bと原地盤100との縁切り効果を生じさせながら掘削を進めるので、縦孔101bと原地盤100との境目101aがハッキリとした掘削が行われる。これにより、攪拌混合部26内で混合された原位置土100と注入された固化材により発生した過剰な圧力が、縦孔101b側方方向に変位を加えることが無く、所望する円柱状をした改良体の造成が可能になる。   Therefore, according to the deep mixing processing apparatus 10 of the present embodiment, the excavated in-situ soil 100 and the injected solidified material are mixed in the agitation and mixing unit 26 that is inserted into the vertical hole 101b that is an excavation hole. The excessive pressure generated by this is surplus pressure dissipating means provided on the outer peripheral surface of the outer tube 22 as a surplus pressure P3, with a part of the fluidized mixed soil 103 in the stirring and mixing section 26 being provided. It is dissipated by being guided by the outer tube spiral blade 30 upward in the longitudinal direction of the rod 20 to escape. Further, since the vertical blade 27c of the middle tube agitating blade 27 is rotated and excavation is performed while producing an edge cutting effect between the vertical hole 101b and the original ground 100, the boundary 101a between the vertical hole 101b and the original ground 100 is clear. Excavation is done. As a result, the excessive pressure generated by the in-situ soil 100 mixed in the stirring and mixing unit 26 and the injected solidified material is not displaced in the lateral direction of the vertical hole 101b, and has a desired cylindrical shape. Improvements can be created.

さらに、中管21と一体に回転する中管攪拌翼27と外管22と一体に回転する外管攪拌翼28とが互いに相反する方向に回転駆動されるので混合土、すなわち攪拌された混合土102及び流動化された混合土103の供回りが抑えられ、攪拌翼27、28の間又は周囲に存在する混合土(102、103)は、上下左右の両方向に三次元的に入れ替わって均一な攪拌混合ができる。   Further, the middle tube agitating blade 27 that rotates integrally with the middle tube 21 and the outer tube agitating blade 28 that rotates integrally with the outer tube 22 are driven to rotate in directions opposite to each other. 102 and the fluidized mixed soil 103 are suppressed, and the mixed soil (102, 103) existing between or around the stirring blades 27, 28 is three-dimensionally switched in both the upper, lower, left and right directions to be uniform. Can be stirred and mixed.

また、中管21は複数個の中管部21a、21b、21c、21dを連結して一本化されたパイプ状にしていると共に、外管22は複数個の外管部22a、22b、22c、22dを連結して一本化されたパイプ状にしている。また、中管21での各管部21a、21b、21c、21dの連結位置32と外管22での各管部22a、22b、22c、22dの連結位置33とを、それぞれ互いに管材の長手方向に距離Sだけずらして設定している。しかも、中管21と外管22は互いに相反する方向に回転されるので、例え中管部(21a、21b、21c、21d)同士の連結部分(連結位置32)または/及び外管部(22a、22b、22c、22d)同士の連結部分(連結位置33)が折れ曲がった状態になっていても、中管21と外管22が各々回転するときに、その中管21と外管22が互いの折れ曲がりを鉛直となる方向に修正しながら回転を続ける。これにより、中管部(21a、21b、21c、21d)同士の連結部分(連結位置32)と外管部(22a、22b、22c、22d)同士の連結部分(連結位置33)の鉛直性(直線性)が確保できる。   The middle tube 21 is formed as a single pipe by connecting a plurality of middle tube portions 21a, 21b, 21c, and 21d, and the outer tube 22 is formed of a plurality of outer tube portions 22a, 22b, and 22c. 22d are connected to form a single pipe. Further, the connecting position 32 of each pipe portion 21a, 21b, 21c, 21d in the middle pipe 21 and the connecting position 33 of each pipe portion 22a, 22b, 22c, 22d in the outer pipe 22 are respectively in the longitudinal direction of the pipe material. Is shifted by a distance S. In addition, since the intermediate tube 21 and the outer tube 22 are rotated in directions opposite to each other, for example, the connecting portion (connecting position 32) or / and the outer tube portion (22a) between the intermediate tube portions (21a, 21b, 21c, 21d). 22b, 22c, 22d) even when the connecting portion (connecting position 33) is bent, when the intermediate tube 21 and the outer tube 22 rotate, the intermediate tube 21 and the outer tube 22 are mutually connected. Continue to rotate while correcting the bend in the vertical direction. Thereby, the verticality of the connecting portion (connecting position 32) between the intermediate tube portions (21a, 21b, 21c, 21d) and the connecting portion (connecting position 33) between the outer tube portions (22a, 22b, 22c, 22d) ( (Linearity) can be secured.

また、中管攪拌翼27内に配設された第1の外管攪拌翼28aは、翼先端側に、翼基端部28c側の剛性強度よりも低い剛性強度で形成されたダミー用の補助攪拌翼28dとしての脆弱部が、翼基端部28cに対してボルト・ナット等で交換可能に取り付けられているので、例えば第1の外管攪拌翼28aと中管攪拌翼27との間等に転石が噛み込んで大きな外力を受けたとき、剛性強度の低い補助攪拌翼(脆弱部)28dが折損して外力を緩衝し、外管22側、すなわち本体側となる第1の外管攪拌翼28aの基端部28cまでが直接折損して被害が大きくなるのを防ぐことができる。しかも、補助攪拌翼28dは外管22、翼基端部28c側に対して交換可能に形成されているので、補修も容易である。なお、第1の外管攪拌翼28aを外管22に対して交換可能な構成にすれば、第1の外管攪拌翼28aに補助攪拌翼28dを設けなくても、第1の外管攪拌翼28a自体に外力を緩衝する補助攪拌翼の役目を持たせることも可能である。   The first outer tube agitating blade 28a disposed in the middle tube agitating blade 27 is a dummy auxiliary formed on the blade tip side with a rigidity strength lower than that on the blade base end portion 28c side. Since the weakened portion as the stirring blade 28d is attached to the blade base end portion 28c in a replaceable manner with bolts and nuts, for example, between the first outer tube stirring blade 28a and the middle tube stirring blade 27, etc. When a boulder bites in and receives a large external force, the auxiliary stirrer blade (fragile portion) 28d having a low rigidity strength breaks to buffer the external force, and the first outer tube agitating on the outer tube 22 side, that is, the main body side. It is possible to prevent the damage to the base end portion 28c of the wing 28a from being directly broken and increasing the damage. In addition, since the auxiliary stirring blade 28d is formed to be exchangeable with respect to the outer tube 22 and the blade base end portion 28c side, repair is easy. If the first outer tube agitating blade 28a is replaceable with the outer tube 22, the first outer tube agitating blade 28a is not provided with the auxiliary agitating blade 28d. It is also possible to give the blade 28a itself the role of an auxiliary stirring blade that buffers external force.

なお、上記実施例では、攪拌混合部26内で混合された原位置土と注入された固化材により発生した過剰な圧力の一部を、ロッド20(外管22)の長手方向上方へ逃がして余剰圧力P3を消散させる余剰圧力消散手段として、外管22の外周面に外管螺旋翼30を間欠的に設けてなる構造を開示したが、これ以外にも例えば図15、図16、図17に示すように形成した外管22を用いた構造にしてもよい。以下の説明では、図1乃至図14と同一構成部材は、図1乃至図14と同一の符号を付して重複説明は省略する。   In the above embodiment, a part of the excessive pressure generated by the in-situ soil mixed in the stirring and mixing unit 26 and the injected solidified material is released upward in the longitudinal direction of the rod 20 (outer tube 22). As a surplus pressure dissipating means for dissipating the surplus pressure P3, a structure in which the outer tube spiral blade 30 is intermittently provided on the outer peripheral surface of the outer tube 22 has been disclosed, but other than this, for example, FIG. 15, FIG. 16, FIG. A structure using the outer tube 22 formed as shown in FIG. In the following description, the same components as those in FIGS. 1 to 14 are denoted by the same reference numerals as those in FIGS.

図15に示す変形例は、ロッド20の外管22に余剰圧力消散手段として設けた外管螺旋翼30の巻回ピッチを途中で変えて、該外管螺旋翼30を外管22の長手方向に連続して巻回形成するようにしたものである。このように余剰圧力消散手段として、途中で巻回ピッチを変えて外管螺旋翼30を設けた場合では、余剰圧力により外管螺旋翼30で誘導されて垂直方向上方へ逃がされる余剰圧力P3、すなわち流動化された混合土103の一部の排出速度(退避)に、外管螺旋翼30の巻回ピッチに応じて変化を持たせることができる。   In the modification shown in FIG. 15, the winding pitch of the outer tube spiral blade 30 provided on the outer tube 22 of the rod 20 as surplus pressure dissipation means is changed in the middle, and the outer tube spiral blade 30 is changed in the longitudinal direction of the outer tube 22. Are wound continuously. As described above, when the outer tube spiral blade 30 is provided by changing the winding pitch in the middle as the surplus pressure dissipating means, the surplus pressure P3 that is guided by the outer tube spiral blade 30 by the surplus pressure and escapes upward in the vertical direction, That is, a part of the fluidized mixed soil 103 can be changed in discharge speed (withdrawal) according to the winding pitch of the outer tube spiral blade 30.

図16に示す変形例は、外管20の外周面に略直線状に形成された棒状の土圧誘導翼37を、その外管20の軸心に沿って設けたものである。なお、図16では、(a)にその外管20の側面図、(b)に(a)中のE−E断面図を示している。その同図(b)では、土圧誘導翼37を外管22の外周に沿って略等間隔で4本設けているが、好ましくは3本以上であればよい。そして、このように棒状の土圧誘導翼37を設けて余剰圧力消散手段を形成した場合では、攪拌混合部26内で混合された原位置土と注入された固化材により発生した過剰な圧力、すなわち余剰圧力P3が発生すると、流動化された混合土103の一部は土圧誘導翼37と土圧誘導翼37との間に形成された溝に誘導されて垂直上方向へ連続的に逃がされ(退避され)、余剰圧力P3を徐々に消散することができる。   In the modification shown in FIG. 16, rod-shaped earth pressure guide vanes 37 formed substantially linearly on the outer peripheral surface of the outer tube 20 are provided along the axis of the outer tube 20. In FIG. 16, (a) shows a side view of the outer tube 20, and (b) shows an EE cross-sectional view in (a). In FIG. 2B, four earth pressure guide blades 37 are provided at substantially equal intervals along the outer periphery of the outer tube 22, but preferably three or more. And in the case where the bar-like earth pressure guide vane 37 is provided in this way to form the surplus pressure dissipation means, the excessive pressure generated by the in-situ soil mixed in the stirring and mixing unit 26 and the solidified material injected, That is, when the surplus pressure P3 is generated, a part of the fluidized mixed soil 103 is guided to a groove formed between the earth pressure guide blades 37 and the soil pressure guide blades 37 and continuously escapes vertically upward. The surplus pressure P3 can be gradually dissipated.

図17に示す変形例は、外管20の外周面に、該外管20の長手方向に対して間欠的に複数枚、各々が側面視において上下方向(外管20の長手方向)に波打ちを呈する土圧誘導翼55を設けたものである。その波打ちを呈する土圧誘導翼55は、外管20と共に回転すると、その波打ち形状によって原位置土と固化材とが混合されて流動化した混合土103の一部を上方向へ送ることができるようになっている。したがって、このように余剰圧力消散手段として、外管20の外周面に、その外管20の長手方向に対して間欠的に複数枚、各々が側面視において波打ちを呈する土圧誘導翼55を設けた場合では、攪拌混合部26内で混合された原位置土と注入された固化材により発生した過剰な圧力、すなわち余剰圧力P3が発生すると、流動化された混合土103の一部は土圧誘導翼55に誘導されて垂直上方向へ逃がされ(退避され)、余剰圧力P3を徐々に消散することができる。   In the modified example shown in FIG. 17, a plurality of sheets are intermittently provided on the outer peripheral surface of the outer tube 20 in the longitudinal direction of the outer tube 20, each of which is wavy in the vertical direction (longitudinal direction of the outer tube 20) in side view. An earth pressure guide blade 55 is provided. When the earth pressure guide blade 55 exhibiting the undulation rotates together with the outer tube 20, a part of the mixed soil 103 that is fluidized by mixing the in-situ soil and the solidified material by the undulation shape can be sent upward. It is like that. Accordingly, as the surplus pressure dissipation means, a plurality of intermittently with respect to the longitudinal direction of the outer tube 20 are provided on the outer peripheral surface of the outer tube 20, and earth pressure guide vanes 55 each exhibiting undulation in a side view are provided. In this case, when an excessive pressure generated by the in-situ soil mixed in the stirring and mixing unit 26 and the solidified material injected, that is, an excessive pressure P3 is generated, a part of the fluidized mixed soil 103 is subjected to earth pressure. The excess pressure P3 can be gradually dissipated by being guided by the guide vanes 55 to escape (retracted) vertically upward.

また、前記実施例では、外管攪拌翼28が、中管攪拌翼27内に配設した第1の外管攪拌翼28aと、中管攪拌翼27の外側で該中管攪拌翼27の上方に配設した第2の外管攪拌翼28aとを備えてなる構成を開示したが、図18に示すように、中管攪拌翼27の外側で該中管攪拌翼27の下方に第2の外管攪拌翼28bを配設し、更に第2の外管攪拌翼28bの下面に掘削歯36を設けた構造にしてもよい。この場合、中管21と一体に回転する掘削歯23が原地盤100を掘削するのに続いて、外管22と一体に回転する掘削歯35が原地盤100を掘削し、次いで中管21と一体に回転する第1の外管攪拌翼28に設けた掘削歯36が原地盤100を掘削するので、原地盤100が比較的硬い地盤であっても容易に掘削することができる。   In the above embodiment, the outer tube agitating blade 28 includes the first outer tube agitating blade 28 a disposed in the middle tube agitating blade 27 and the middle tube agitating blade 27 above the middle tube agitating blade 27. The second outer tube agitating blade 28a is disclosed, but the second outer tube agitating blade 27a is disposed outside the middle tube agitating blade 27 and below the middle tube agitating blade 27 as shown in FIG. An outer tube agitating blade 28b may be provided, and a drilling tooth 36 may be provided on the lower surface of the second outer tube agitating blade 28b. In this case, the excavating tooth 23 rotating integrally with the outer pipe 22 excavates the original ground 100 after the excavating tooth 23 rotating integrally with the intermediate pipe 21 excavates the original ground 100, and then the intermediate pipe 21 and Since the excavating teeth 36 provided on the first outer tube stirring blade 28 that rotates integrally excavate the original ground 100, even if the original ground 100 is a relatively hard ground, excavation can be easily performed.

なお、本発明は、上記した変形例の構造以外にも本発明の精神を逸脱しない限り種々の改変を為すことができ、そして、本発明が該改変されたものに及ぶことは当然である。   It should be noted that the present invention can be modified in various ways without departing from the spirit of the present invention other than the structure of the above-described modification, and the present invention naturally extends to the modified structure.

10 深層混合処理装置
11 リーダ
12 地盤改良機
12a ベースマシン本体
13 空気圧縮機
14 発動発電機
15 固化材供給部
15a セメントサイロ
15b バッチャープラント
15c クラウドポンプ
16 チューブ管
17 流量計
18 駆動装置
19 スイベル
20 ロッド
21 中管
21a、21b、21c、21d 中管部
211 連結凸部
212 連結凹部
22 外管
22a、22b、22c、22d 外中管部
221 連結用フランジ
23 掘削歯
24 固化材供給通路
25 固化材吐出口
26 攪拌混合部
27 中管攪拌翼
27a 上側水平翼
27b 下側水平翼
27c 垂直翼
28 外管攪拌翼
28a 第1の外管攪拌翼
28b 第2の外管攪拌翼
28c 翼基端部
28d 補助攪拌翼(脆弱部)
29 中管螺旋翼
30 外管螺旋翼(余剰圧力消散手段)
31 スペース
32 中管連結位置
33 外管連結位置
34 混合土誘導部(混合土誘導手段)
35 掘削歯
36 掘削歯
37 土圧誘導翼
51 回転計部
52 深度計
53 振れ止め装置
54 泥落とし装置
54a ブラシ
55 土圧誘導翼
56 矢印
100 原地盤、原位置土
101a 境目
101b 縦孔(掘削孔)
102 攪拌された混合土
103 流動化された混合土
S ずらし量(距離)
P1 原地盤土圧力
P2 圧力
P3 余剰圧力
DESCRIPTION OF SYMBOLS 10 Deep layer processing apparatus 11 Leader 12 Ground improvement machine 12a Base machine main body 13 Air compressor 14 Motor generator 15 Solidification material supply part 15a Cement silo 15b Batcher plant 15c Cloud pump 16 Tube pipe 17 Flowmeter 18 Drive apparatus 19 Swivel 20 Rod 21 Middle tube 21a, 21b, 21c, 21d Middle tube portion 211 Connection convex portion 212 Connection recess 22 Outer tube 22a, 22b, 22c, 22d Outer middle tube portion 221 Connection flange 23 Drilling tooth 24 Solidification material supply passage 25 Solidification material Discharge port 26 Stirrer / mixer 27 Middle tube agitating blade 27a Upper horizontal blade 27b Lower horizontal blade 27c Vertical blade 28 Outer tube agitating blade 28a First outer tube agitating blade 28b Second outer tube agitating blade 28c Blade base end 28d Auxiliary stirring blade (fragile part)
29 Middle pipe spiral wing 30 Outer pipe spiral wing (excess pressure dissipation means)
31 Space 32 Middle pipe connection position 33 Outer pipe connection position 34 Mixed soil guiding section (mixed soil guiding means)
35 excavating teeth 36 excavating teeth 37 earth pressure guide vane 51 tachometer 52 depth meter 53 steady rest device 54 mud dropping device 54a brush 55 earth pressure guide vane 56 arrow 100 original ground, original position soil 101a boundary 101b vertical hole (excavation hole )
102 Stirred mixed soil 103 Fluidized mixed soil S Displacement (distance)
P1 Raw soil pressure P2 Pressure P3 Surplus pressure

本発明は上記目的を達成するために提案されたものであり、請求項1記載の発明は、軟弱地盤に固化材を注入攪拌して円柱状の改良体を形成する深層混合処理装置であって、最下端部に掘削歯及び固化材吐出口が設けられた中管と該中管の外側に装着された外管とを有し、該中管と外管とが互いに相反する方向に回転駆動されるロッドと、前記ロッドの下端部に設けられていると共に前記中管と一体に回転する中管攪拌翼と前記外管と一体に回転する外管攪拌翼とを有し、掘削された地盤と前記固化材とを攪拌混合する攪拌混合部と、を備える深層混合処理装置において、前記外管と一体回転可能に該外管の外周面に設けられ、前記攪拌混合部内で混合された原位置土と注入された固化材により発生した混合土を撹拌して揉みほぐし、前記混合土がその圧力に応じて過剰な圧力の一部を前記ロッドの長手方向上方へ誘導可能な余剰圧力消散手段を備える深層混合処理装置を提供する。 The present invention has been proposed in order to achieve the above object, a first aspect of the present invention, a Deep Mixing apparatus for forming a cylindrical improved body by injecting stirring the solidifying material in soft ground , Having a middle pipe provided with excavating teeth and a solidified material discharge port at the lowermost end and an outer pipe mounted on the outer side of the middle pipe, the middle pipe and the outer pipe being rotated in directions opposite to each other An excavated ground having a rod that is provided, a middle tube agitating blade that is provided at a lower end of the rod and that rotates integrally with the middle tube, and an outer tube agitating blade that rotates integrally with the outer tube in deep mixing apparatus and a stirring and mixing unit for mixing and stirring the said solidifying material and, provided on the outer circumferential surface of the outer tube and integrally rotatable outer tube, in situ mixed by the stirring and mixing portion Momihogushi by stirring the mixed soil generated by solidified material that is injected with the soil, the mixed Soil provides Deep Mixing apparatus comprising a surplus pressure dissipation means derivable in the longitudinal direction above the rod portion of the excess pressure in accordance with the pressure.

本発明は、攪拌混合部内に発生する過剰な圧力を余剰圧力として解消して、側方に与える変位を減少しつつ、所望する円柱状をした改良体を容易に造成できる深層混合処理装置を提供するという目的を達成するために、軟弱地盤に固化材を注入攪拌して円柱状の改良体を形成する深層混合処理装置であって、最下端部に掘削歯及び固化材吐出口が設けられた中管と該中管の外側に装着された外管とを有し、該中管と外管とが互いに相反する方向に回転駆動されるロッドと、前記ロッドの下端部に設けられていると共に前記中管と一体に回転する中管攪拌翼と前記外管と一体に回転する外管攪拌翼とを有し、掘削された地盤と前記固化材とを攪拌混合する攪拌混合部と、を備える深層混合処理装置において、前記外管と一体回転可能に該外管の外周面に設けられ、前記攪拌混合部内で混合された原位置土と注入された固化材により発生した混合土を撹拌して揉みほぐし、前記混合土がその圧力に応じて過剰な圧力の一部を前記ロッドの長手方向上方へ誘導可能な余剰圧力消散手段を備える構成としたことにより実現した。 The present invention provides a deep mixing processing apparatus that can easily create a desired cylindrical improved body while eliminating excessive pressure generated in the stirring and mixing section as excessive pressure and reducing displacement applied to the side. in order to achieve the object of, by injecting stirring the solidifying material in soft ground with a deep mixing apparatus for forming a cylindrical improved body, excavating teeth and consolidated material discharge port is provided at the lowermost end portion A rod having an intermediate tube and an outer tube mounted on the outside of the intermediate tube, the intermediate tube and the outer tube being driven to rotate in directions opposite to each other; and provided at a lower end of the rod and a stirring and mixing unit for mixing and stirring and an outer tube stirring blade, a drilled ground and the solidifying material which rotates integrally with the outer tube and Chukan stirring blade which rotates integrally with hollow tube wherein in deep mixing device, integral with the outer tube rotatably outer tube Provided on the peripheral surface, Momihogushi by stirring the mixed soil generated by the injected and solidified material to the original position soil mixed with the stirring and mixing portion, a portion of the excess pressure the mixed soil in response to the pressure This was realized by providing a configuration including surplus pressure dissipating means that can be guided upward in the longitudinal direction of the rod.

本発明は上記目的を達成するために提案されたものであり、請求項1記載の発明は、軟弱地盤に固化材を注入攪拌して円柱状の改良体を形成する深層混合処理装置であって、最下端部に掘削歯及び固化材吐出口が設けられた中管と該中管の外側に装着された外管とを有し、該中管と外管とが互いに相反する方向に回転駆動されるロッドと、前記ロッドの下端部に設けられていると共に前記中管と一体に回転する中管攪拌翼と前記外管と一体に回転する外管攪拌翼とを有し、掘削された地盤と前記固化材とを攪拌混合する攪拌混合部と、を備える深層混合処理装置において、前記外管と一体回転可能に該外管の外周面に設けられ、前記攪拌混合部内で混合された原位置土と注入された固化材により発生した混合土を撹拌して揉みほぐし、前記混合土がその圧力に応じて過剰な圧力の一部を前記ロッドの長手方向上方へ誘導可能な余剰圧力消散手段を備え、前記余剰圧力消散手段は、前記外管の軸心に沿って略直線状に形成された棒状の翼でなる深層混合処理装置を提供する。
The present invention has been proposed in order to achieve the above object, and the invention according to claim 1 is a deep mixing processing apparatus for injecting and stirring a solidified material into a soft ground to form a cylindrical improvement body. , Having a middle pipe provided with excavating teeth and a solidified material discharge port at the lowermost end and an outer pipe mounted on the outer side of the middle pipe, the middle pipe and the outer pipe being rotated in directions opposite to each other An excavated ground having a rod that is provided, a middle tube agitating blade that is provided at a lower end of the rod and that rotates integrally with the middle tube, and an outer tube agitating blade that rotates integrally with the outer tube And an agitation / mixing unit for agitating and mixing the solidified material, and an in-situ position provided on the outer peripheral surface of the outer tube so as to rotate integrally with the outer tube and mixed in the agitation / mixing unit The mixed soil generated by the soil and the injected solidified material is stirred and loosened, and the mixed Soil with excess pressure dissipation means derivable in the longitudinal direction above the rod portion of the excess pressure in accordance with the pressure, the excess pressure dissipation means, substantially straight along the axis of the outer tube A deep-mixing processing apparatus comprising rod-shaped wings formed in the above is provided.

この構成によれば、ロッドと共に掘削孔内に貫入された攪拌混合部において、掘削された地盤と前記固化材とが混合されることによって発生した過剰な圧力は、その攪拌混合部内における原位置土と注入された固化材により発生した過剰な圧力の一部が、外管の外周面に設けられた余剰圧力消散手段により、ロッド(外管)の長手方向上方へ誘導されて逃げることにより消散される。このようにして攪拌混合部内で混合された原位置土と注入された固化材により発生した過剰な圧力を、ロッドの長手方向上方へ逃がすことにより、掘削孔内の圧力が低下し、攪拌混合部内の原位置土と注入された固化材により発生した過剰な圧力が掘削孔の周囲に強制的に染み込まされる量を低減できる。これにより、所望する円柱状をした改良体の造成が可能になる。さらに、中管と一体に回転する中管攪拌翼と外管と一体に回転する外管攪拌翼が互いに相反する方向に回転駆動されるので、攪拌時に混合土の供回りが抑えられ、攪拌翼の間又は周囲に存在する混合土は、上下左右の両方向に三次元的に入れ替わって均一な攪拌混合ができる。また、攪拌混合部内に余剰圧力が発生すると、外管の外周面に軸心に沿って略直線状に設けられている棒状の翼により、攪拌混合部内の原位置土と注入された固化材により発生した過剰な圧力の一部が、外管の長手方向上方へ向かって強制的でなく、補助的に誘導されることで逃がされ、攪拌混合部内の過剰な圧力を余剰圧力として消散する。
According to this configuration, excessive pressure generated by mixing the excavated ground and the solidified material in the agitation and mixing unit that is inserted into the excavation hole together with the rod is in situ in the agitation and mixing unit. A part of the excess pressure generated by the injected solidified material is dissipated by escape by being guided upward in the longitudinal direction of the rod (outer tube) by the surplus pressure dissipating means provided on the outer peripheral surface of the outer tube. The The excess pressure generated by the in-situ soil mixed in the stirring and mixing unit and the injected solidified material is released upward in the longitudinal direction of the rod, so that the pressure in the drilling hole is reduced, and It is possible to reduce the amount of excessive pressure generated by the in-situ soil and the injected solidified material soaked around the excavation hole. This makes it possible to create a desired cylindrical improvement. Furthermore, since the inner tube agitating blade rotating integrally with the inner tube and the outer tube agitating blade rotating integrally with the outer tube are driven to rotate in directions opposite to each other, the circulation of the mixed soil is suppressed during agitation, and the agitating blade The mixed soil existing between or around the three-dimensionally interchanges in both the upper, lower, left and right directions, and uniform stirring and mixing is possible. Further, when excessive pressure is generated in the stirring and mixing section, the rod-like blades provided on the outer peripheral surface of the outer tube along the axial center in a substantially straight line form the in-situ soil in the stirring and mixing section and the solidified material injected. A part of the generated excessive pressure is not forcedly forced upward in the longitudinal direction of the outer tube, but is released by being guided in an auxiliary manner, and the excessive pressure in the stirring and mixing unit is dissipated as the excessive pressure.

請求項記載の発明は、請求項記載の構成において、前記中管の回転を前記外管の回転よりも低速で回転させてなる、深層混合処理装置を提供する。
According to a second aspect of the present invention, there is provided a deep mixing processing apparatus according to the first aspect , wherein the rotation of the intermediate tube is rotated at a lower speed than the rotation of the outer tube.

請求項記載の発明は、請求項1又は2記載の構成において、前記中管と前記外管は、それぞれ複数個の管材を各々連結して一本化していると共に、前記中管同士の連結位置と前記外管同士の連結位置を互いに管材の長手方向にずらして設定してなる、深層混合処理装置を提供する。
According to a third aspect of the present invention, in the configuration according to the first or second aspect , the intermediate tube and the outer tube are connected to each other by connecting a plurality of pipe materials, and the intermediate tubes are connected to each other. Provided is a deep mixing treatment apparatus in which a position and a connection position between the outer pipes are set to be shifted in the longitudinal direction of the pipe material.

請求項記載の発明は、請求項1、2又は3記載の構成において、前記攪拌翼は、前記中管攪拌翼は、側面視にて矩形状に形成されていると共に下面側に掘削歯を有し、前記外管攪拌翼は、前記中管攪拌翼の回転範囲内で水平回転可能に配置されてなる、深層混合処理装置を提供する。
According to a fourth aspect of the present invention, in the configuration according to the first, second, or third aspect, the stirring blade is formed in a rectangular shape in the side view and the excavating teeth are provided on the lower surface side. And the outer tube agitating blade is provided so as to be horizontally rotatable within the rotation range of the middle tube agitating blade.

請求項記載の発明は、請求項1、2、3又は4記載の構成において、前記中管攪拌翼と連結している前記中管の下端部外周面に、前記外管の内周面との隙間を埋めて中管螺旋翼を設けてなる、深層混合処理装置を提供する。
According to a fifth aspect of the present invention, in the configuration of the first, second, third, or fourth aspect, the outer peripheral surface of the outer tube is connected to the outer peripheral surface of the lower end of the intermediate tube connected to the intermediate tube agitating blade. A deep mixing treatment apparatus is provided in which a middle pipe spiral blade is provided to fill the gap.

請求項記載の発明は、請求項又は記載の構成において、前記外管攪拌翼は、前記中管攪拌翼内に配設された第1の外管攪拌翼と、前記中管攪拌翼の外側で該中管攪拌翼の上方に配置された第2の外管攪拌翼とを備え、該第2の外管攪拌翼の上面側に掘削歯を設けてなる、深層混合処理装置を提供する。
The invention according to claim 6 is the configuration according to claim 4 or 5 , wherein the outer tube agitating blade includes a first outer tube agitating blade disposed in the middle tube agitating blade, and the middle tube agitating blade. And a second outer tube agitating blade disposed on the outer side of the middle tube agitating blade, and provided with a deep mixing processing device provided with excavating teeth on the upper surface side of the second outer tube agitating blade To do.

請求項記載の発明は、請求項又は記載の構成において、前記外管攪拌翼は、前記中管攪拌翼内に配設された第1の外管攪拌翼と、前記中管攪拌翼の外側で該中管攪拌翼の下方に配置された第2の外管攪拌翼とを備え、該第2の外管攪拌翼の下面に掘削歯を設けてなる、深層混合処理装置を提供する。
The invention according to claim 7 is the configuration according to claim 4 or 5 , wherein the outer tube agitating blade includes a first outer tube agitating blade disposed in the middle tube agitating blade, and the middle tube agitating blade. And a second outer tube agitating blade disposed below the middle tube agitating blade, and provided with a deep mixing treatment apparatus provided with drilling teeth on the lower surface of the second outer tube agitating blade .

請求項記載の発明は、請求項又は記載の構成において、前記中管攪拌翼内に配設された第1の外管攪拌翼は、翼先端側に翼基端部側よりも剛性強度の低い脆弱部を交換可能に設けてなる、深層混合処理装置を提供する。
According to an eighth aspect of the present invention, in the configuration of the sixth or seventh aspect , the first outer tube agitating blade disposed in the middle tube agitating blade is more rigid on the blade tip side than on the blade base end side. Provided is a deep mixing treatment apparatus in which a weak portion having low strength is replaceably provided.

請求項記載の発明は、請求項1、2、3、4、5、6、7又は8記載の構成において、前記ロッドの外周面に対応して、該ロッドの外周面に付着された前記混合土を除去する除去ブラシを設けてなる、深層混合処理装置を提供する。
According to a ninth aspect of the present invention, in the configuration according to the first, second, third, fourth, fifth, sixth, seventh, or eighth aspect, the rod attached to the outer peripheral surface of the rod corresponding to the outer peripheral surface of the rod. Provided is a deep layer mixing treatment apparatus provided with a removal brush for removing mixed soil.

請求項10記載の発明は、請求項1、2、3、4、5、6、7、8又は9記載の構成において、前記ロッドの外周を回転可能に保持して該ロッドの振れ止めを行う振れ止め装置を備える、深層混合処理装置を提供する。
A tenth aspect of the present invention is the configuration according to the first, second, third, fourth, fifth, sixth, seventh, eighth, or ninth aspect , wherein the rod is held steady by rotatably holding the outer periphery of the rod. Provided is a deep-mixing processing apparatus provided with a steady rest.

本発明は、攪拌混合部内に発生する過剰な圧力を余剰圧力として解消して、側方に与える変位を減少しつつ、所望する円柱状をした改良体を容易に造成できる深層混合処理装置を提供するという目的を達成するために、軟弱地盤に固化材を注入攪拌して円柱状の改良体を形成する深層混合処理装置であって、最下端部に掘削歯及び固化材吐出口が設けられた中管と該中管の外側に装着された外管とを有し、該中管と外管とが互いに相反する方向に回転駆動されるロッドと、前記ロッドの下端部に設けられていると共に前記中管と一体に回転する中管攪拌翼と前記外管と一体に回転する外管攪拌翼とを有し、掘削された地盤と前記固化材とを攪拌混合する攪拌混合部と、を備える深層混合処理装置において、前記外管と一体回転可能に該外管の外周面に設けられ、前記攪拌混合部内で混合された原位置土と注入された固化材により発生した混合土を撹拌して揉みほぐし、前記混合土がその圧力に応じて過剰な圧力の一部を前記ロッドの長手方向上方へ誘導可能な余剰圧力消散手段を備え、前記余剰圧力消散手段は、前記外管の軸心に沿って略直線状に形成された棒状の翼でなる構成としたことにより実現した。
The present invention provides a deep mixing processing apparatus that can easily create a desired cylindrical improved body while eliminating excessive pressure generated in the stirring and mixing section as excessive pressure and reducing displacement applied to the side. In order to achieve the purpose of doing so, it is a deep mixing processing apparatus that forms a cylindrical improvement body by injecting and stirring a solidified material into soft ground, provided with a drilling tooth and a solidified material discharge port at the lowest end A rod having an intermediate tube and an outer tube mounted on the outside of the intermediate tube, the intermediate tube and the outer tube being driven to rotate in directions opposite to each other; and provided at a lower end of the rod A stirring and mixing unit that has a middle tube stirring blade that rotates integrally with the middle tube and an outer tube stirring blade that rotates integrally with the outer tube, and that stirs and mixes the excavated ground and the solidified material; In the deep mixing treatment apparatus, the outer tube is rotatable in unison with the outer tube. The mixed soil generated by the in-situ soil mixed in the stirring and mixing unit and the injected solidified material is stirred and loosened, and the mixed soil removes a part of the excess pressure according to the pressure. By providing surplus pressure dissipating means that can be guided upward in the longitudinal direction of the rod, the surplus pressure dissipating means is composed of rod-like wings formed substantially linearly along the axis of the outer tube. It was realized.

Claims (15)

軟弱地盤に固化材を注入攪拌して円柱状の改良体を形成する深層混合処理装置において、
最下端部に掘削歯及び固化材吐出口が設けられた中管と該中管の外側に装着された外管とを有し、該中管と外管とが互いに相反する方向に回転駆動されるロッドと、
前記ロッドの下端部に設けられていると共に前記中管と一体に回転する中管攪拌翼と前記外管と一体に回転する外管攪拌翼とを有し、掘削された地盤と前記固化材とを攪拌混合する攪拌混合部と、
前記外管と一体回転可能に該外管の外周面に設けられ、前記攪拌混合部内で混合された原位置土と注入された固化材により発生した過剰な圧力の一部を前記ロッドの長手方向上方へ誘導可能な余剰圧力消散手段と、
を備えることを特徴とする深層混合処理装置。
In the deep mixing treatment device that forms a cylindrical improvement body by injecting and stirring the solidified material into the soft ground,
It has a middle pipe provided with excavating teeth and a solidified material discharge port at the lowermost end and an outer pipe mounted on the outer side of the middle pipe, and the middle pipe and the outer pipe are driven to rotate in directions opposite to each other. And rod
An intermediate tube agitating blade that is provided at a lower end of the rod and rotates integrally with the intermediate tube; and an outer tube agitating blade that rotates integrally with the outer tube; and the excavated ground and the solidified material; A stirring and mixing unit for stirring and mixing;
A part of the excessive pressure generated by the in-situ soil mixed in the stirring and mixing portion and the injected solidified material is provided on the outer peripheral surface of the outer tube so as to be able to rotate integrally with the outer tube. Surplus pressure dissipating means that can be guided upward;
A deep mixing apparatus characterized by comprising:
前記余剰圧力消散手段は、前記外管の長手方向に連続して巻回形成されている螺旋状の翼を有してなる、ことを特徴とする請求項1記載の深層混合処理装置。   2. The deep mixing apparatus according to claim 1, wherein the surplus pressure dissipating means includes a spiral wing wound continuously in the longitudinal direction of the outer tube. 前記余剰圧力消散手段は、前記外管の長手方向に連続し、かつ途中で巻回ピッチを変えて形成されている螺旋状の翼を有してなる、ことを特徴とする請求項1記載の深層混合処理装置。   The said excess pressure dissipation means has a helical wing | blade formed in the longitudinal direction of the said outer tube | pipe and changing the winding pitch in the middle. Deep mixing processing equipment. 前記余剰圧力消散手段は、前記外管の長手方向に連続して巻回形成されている螺旋状の翼を、前記外管の長手方向に対して間欠的に設けてなる、ことを特徴とする請求項1記載の深層混合処理装置。   The surplus pressure dissipating means is characterized by intermittently providing spiral wings wound continuously in the longitudinal direction of the outer tube with respect to the longitudinal direction of the outer tube. The deep mixing apparatus according to claim 1. 前記余剰圧力消散手段は、前記外管の長手方向に対して間欠的に複数枚配設された、各々が側面視において波打ちを呈する翼で形成されている、ことを特徴とする請求項1記載の深層混合処理装置。   2. The surplus pressure dissipating means is formed by a plurality of blades intermittently disposed in the longitudinal direction of the outer tube, each of which is formed of wings that are wavy in a side view. Deep mixing processing equipment. 前記余剰圧力消散手段は、前記外管の軸心に沿って略直線状に形成された棒状の翼でなる、ことを特徴とする請求項1記載の深層混合処理装置。   The deep mixing apparatus according to claim 1, wherein the surplus pressure dissipating means is a rod-shaped wing formed substantially linearly along the axis of the outer tube. 前記中管の回転を前記外管の回転よりも低速で回転させてなる、ことを特徴とする請求項1、2、3、4、5又は6記載の深層混合処理装置。   7. The deep mixing apparatus according to claim 1, wherein the middle tube is rotated at a lower speed than the outer tube. 前記中管と前記外管は、それぞれ複数個の管材を各々連結して一本化していると共に、前記中管同士の連結位置と前記外管同士の連結位置を互いに管材の長手方向にずらして設定してなる、ことを特徴とする請求項1、2、3、4、5、6又は7記載の深層混合処理装置。   The intermediate tube and the outer tube are each formed by connecting a plurality of tube materials, and the connection positions of the intermediate tubes and the connection positions of the outer tubes are shifted from each other in the longitudinal direction of the tube material. 8. The deep layer processing apparatus according to claim 1, wherein the deep layer processing apparatus is set. 前記中管攪拌翼は、側面視にて矩形状に形成されていると共に下面側に掘削歯を有し、前記外管攪拌翼は、前記中管攪拌翼の回転範囲内で水平回転可能に配置されてなる、ことを特徴とする請求項1、2、3、4、5、6、7又は8記載の深層混合処理装置。   The middle tube agitating blade is formed in a rectangular shape in a side view and has a drilling tooth on the lower surface side, and the outer tube agitating blade is disposed so as to be horizontally rotatable within the rotation range of the middle tube agitating blade. The deep layer processing apparatus according to claim 1, 2, 3, 4, 5, 6, 7 or 8. 前記中管攪拌翼と連結している前記中管の下端部外周面に、前記外管の内周面との隙間を埋めて中管螺旋翼を設けてなる、ことを特徴とする請求項1、2、3、4、5、6、7、8又は9記載の深層混合処理装置。   The intermediate tube spiral blade is provided on the outer peripheral surface of the lower end of the intermediate tube connected to the intermediate tube agitating blade so as to fill a gap with the inner peripheral surface of the outer tube. 2, 3, 4, 5, 6, 7, 8 or 9. 前記外管攪拌翼は、前記中管攪拌翼内に配設された第1の外管攪拌翼と、前記中管攪拌翼の外側で該中管攪拌翼の上方に配置された第2の外管攪拌翼とを備え、該第2の外管攪拌翼の上面側に掘削歯を設けてなる、ことを特徴とする請求項9又は10記載の深層混合処理装置。   The outer tube agitating blade includes a first outer tube agitating blade disposed in the middle tube agitating blade, and a second outer tube disposed outside the middle tube agitating blade and above the middle tube agitating blade. 11. The deep mixing apparatus according to claim 9, further comprising a tube stirring blade, wherein a drilling tooth is provided on an upper surface side of the second outer tube stirring blade. 前記外管攪拌翼は、前記中管攪拌翼内に配設された第1の外管攪拌翼と、前記中管攪拌翼の外側で該中管攪拌翼の下方に配置された第2の外管攪拌翼とを備え、該第2の外管攪拌翼の下面に掘削歯を設けてなる、ことを特徴とする請求項9又は10記載の深層混合処理装置。   The outer tube stirring blade includes a first outer tube stirring blade disposed in the middle tube stirring blade, and a second outer tube disposed outside the middle tube stirring blade and below the middle tube stirring blade. 11. The deep mixing apparatus according to claim 9, further comprising a tube agitating blade, wherein a drilling tooth is provided on a lower surface of the second outer tube agitating blade. 前記中管攪拌翼内に配設された第1の外管攪拌翼は、翼先端側に翼基端部側よりも剛性強度の低い脆弱部を交換可能に設けてなる、ことを特徴とする請求項11又は12記載の深層混合処理装置。   The first outer tube agitating blade disposed in the middle tube agitating blade is characterized in that a weakened portion having a lower rigidity than the blade base end side is replaceably provided on the blade leading end side. The deep mixing apparatus according to claim 11 or 12. 前記ロッドの外周面に対応して、該ロッドの外周面に付着された前記混合土を除去する除去ブラシを設けてなる、ことを特徴とする請求項1、2、3、4、5、6、7、8、9、10、11、12又は13記載の深層混合処理装置。   The removal brush which removes the said mixed soil adhering to the outer peripheral surface of this rod is provided corresponding to the outer peripheral surface of the said rod, The 1, 2, 3, 4, 5, 6 characterized by the above-mentioned. , 7, 8, 9, 10, 11, 12 or 13. 前記ロッドの外周を回転可能に保持して該ロッドの振れ止めを行う振れ止め装置を備える、ことを特徴とする請求項1、2、3、4、5、6、7、8、9、10、11、12、13又は14記載の深層混合処理装置。   An anti-sway device that holds the outer periphery of the rod in a rotatable manner and prevents the rod from being anti-swayed is provided. 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 , 11, 12, 13 or 14.
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JP2019039223A (en) * 2017-08-25 2019-03-14 青山機工株式会社 Ground improvement device, and method for improving ground
JP2022112682A (en) * 2021-01-22 2022-08-03 株式会社不動テトラ Ground improvement device
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