JP2019132043A - Ground improvement device - Google Patents

Ground improvement device Download PDF

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JP2019132043A
JP2019132043A JP2018015065A JP2018015065A JP2019132043A JP 2019132043 A JP2019132043 A JP 2019132043A JP 2018015065 A JP2018015065 A JP 2018015065A JP 2018015065 A JP2018015065 A JP 2018015065A JP 2019132043 A JP2019132043 A JP 2019132043A
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shaft
horizontal
protruding piece
base end
excavation
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JP6549265B1 (en
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昌尚 橋本
Masanao Hashimoto
昌尚 橋本
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Abstract

To provide a projecting piece mounting structure capable of preventing breakage of a projecting piece, occurrence of bending deformation of the projecting piece, and simple and quick replacement in which the protruding piece is provided on a horizontal cylindrical body rotatably fitted on a horizontal shaft provided on an excavation shaft and provided for vertical rotation of three-dimensional agitation of excavated soil in a ground improvement device.SOLUTION: A projecting piece mounting body 21 having a recess 22 capable of accommodating a shaft portion forming a base end portion of a projecting piece 13 and having a base end 23 having a larger diameter than an outer diameter of the shaft portion is welded to an outer peripheral surface of a horizontal cylindrical body 12 along an outer peripheral edge of a base end surface with the base end surface of the projecting piece mounting body 21 in abutting state. The shaft portion formed by the base end portion of the protruding piece 13 is accommodated in the recess 22 of the protruding piece mounting body 21. The protruding piece 13 has a structure in which it is detachably attached with a structure for preventing the protruding piece from coming out of the recess 22 by, for example, bolting, instead of welding.SELECTED DRAWING: Figure 4

Description

本発明は、地盤改良装置に関し、詳しくは、土木、建築の基礎工事などにおいて、軟弱な地盤を柱状等に掘削しながら石灰系やセメント系のスラリー状の固化剤(以下、単に固化剤ともいう)を吐出して、この固化剤と掘削土(土砂)とを混合、攪拌して固結させることにより、軟弱な地盤を柱状等に固結、成形して、高強度のものに改良するための地盤改良装置に関する。   The present invention relates to a ground improvement device, and more specifically, in civil engineering, building foundation work, etc., a lime-based or cement-based slurry-like solidifying agent (hereinafter also simply referred to as a solidifying agent) while excavating soft ground into a columnar shape or the like. ), And this solidifying agent and excavated soil (earth and sand) are mixed, stirred and solidified to solidify and form a soft ground into a columnar shape and improve it to a high strength one. The present invention relates to a ground improvement device.

この種の地盤改良装置は、従来、回転する掘削軸の先端部近傍に設けられた掘削翼と、該掘削翼の上方に設けられた1又は複数の攪拌翼を有するものが基本である。このものでは、回転する掘削軸の先端を地盤中に押し込み、掘削翼で地盤を掘削すると共に、攪拌翼で掘削した土砂の攪拌を行いながら、上方の攪拌翼とで、掘削軸の先端近傍から吐出される固化剤と、掘削土とを混合、攪拌するというものである。このものでは、掘削土は、掘削軸の回りに、いわば水平方向(横回り)に混合、攪拌されるだけのため、混合、攪拌性に課題があることから、近時は、このような横回りの混合、攪拌に加え、掘削土を、掘削軸から横方に突出するよう設けられた横軸体の回りに、すなわち、縦回りにも混合攪拌することのできる地盤改良装置が提案されている(例えば、特許文献1、特許文献2参照)。   Conventionally, this type of ground improvement device is basically provided with a drilling blade provided near the tip of a rotating drilling shaft and one or more stirring blades provided above the drilling blade. With this, the tip of the rotating excavating shaft is pushed into the ground, the ground is excavated with the excavating blade, and the earth and sand that has been excavated with the agitating blade are stirred, and the upper stirring blade is used from the vicinity of the tip of the excavating shaft. The solidifying agent to be discharged and the excavated soil are mixed and stirred. In this case, since the excavated soil is only mixed and stirred in the horizontal direction (lateral direction) around the excavation axis, there is a problem in mixing and stirring properties. In addition to mixing and stirring around, a ground improvement device has been proposed that can mix and stir excavated soil around a horizontal shaft body that protrudes laterally from the excavating shaft, that is, longitudinally. (For example, refer to Patent Document 1 and Patent Document 2).

特許文献1に記載の地盤改良装置は次のような構成を有している。すなわち、回転する掘削軸と、その先端部近傍に設けられた掘削翼と、該掘削翼の上方であって前記掘削軸に対しその軸線回りに相対的な回転が自在にして外嵌されている支持体(環体)と、該支持体に横方に突出する形で固定されている横軸体と、該横軸体に対しその横軸線回りに相対的な回転が自在にして外嵌されている横筒状体と、該横筒状体の外周面に、該横軸体の横軸線回りに角度間隔をおき、基端部の軸部を介して固定された3以上の突出片と、前記掘削軸が回転し、前記支持体及び前記横軸体が掘削軸回りに回転しないときに、前記突出片に間欠的に当たって該突出片と共に前記横筒状体を前記横軸体の横軸線回りに回転(縦回り)させる打撃部(回転用駆動部)と、を備えている。なお、この地盤改良装置では、横軸体は、前記掘削軸の軸線方向から見て、その先端部が前記掘削翼が回転して該掘削翼の先端が描く円周の外方に位置する長さを有し、横筒状体は、その円周の内方において、該横軸体の軸線(横軸線)回りに回転自在とされている。   The ground improvement device described in Patent Document 1 has the following configuration. That is, a rotating excavation shaft, an excavation blade provided near the tip of the excavation blade, and an outer fitting that is above the excavation blade and freely rotatable relative to the excavation shaft about its axis. A support body (annular body), a horizontal shaft body fixed to the support body so as to project laterally, and externally fitted to the horizontal shaft body so as to be freely rotatable relative to the horizontal axis. A horizontal cylindrical body, and three or more projecting pieces fixed on the outer peripheral surface of the horizontal cylindrical body at an angular interval around the horizontal axis of the horizontal shaft body and fixed through the shaft portion of the base end portion. When the excavation shaft rotates and the support body and the horizontal shaft body do not rotate around the excavation axis, the horizontal cylindrical body is abutted against the protruding piece and the horizontal cylindrical body is moved along the horizontal axis of the horizontal axis body together with the protruding piece. A striking unit (rotating drive unit) that rotates around (vertically rotates). In this ground improvement device, the horizontal shaft body has a length that is located on the outer side of the circumference drawn by the tip of the excavation blade as the tip of the excavation blade rotates as seen from the axial direction of the excavation shaft. The horizontal cylindrical body is rotatable around the axis (horizontal axis) of the horizontal shaft body on the inner side of the circumference thereof.

特許文献1に記載の地盤改良装置では、地面(地盤面)を掘削開始面として該掘削軸を回転させながらその先端(下端)を地盤中に押し込み、下降させ、掘削翼によって掘削がすすむと、横軸体の先端部が地表における掘削径(掘削翼が回転してその先端が描く円周)の周縁の外周(外側)に当たり、そして、横軸体が掘削土中に入り込んでいくと、横軸体は、その先端部が掘削されていない硬めの土によって拘束されるようになり、掘削軸の軸線回りに回転しないようになる。これにより、掘削翼によってその回転方向に回転する土砂(土塊)は、横軸体にて掘削軸の軸線回りの共回りが阻止されると共に、掘削軸の回りに横回りして混合、攪拌される上に、掘削軸と共に回転する例えば掘削軸に設けられた打撃部(回転用駆動部)が横軸体に設けられている筒状体(横筒状体)の突出片に間欠的に当たり、この突出片と筒状体(横筒状体)を横軸体の軸線の回りに回転させる。これにより、横筒状体に設けられた突出片(混合攪拌手段)によって掘削土は、その横軸体の軸線の回り(縦回り)にも混合、攪拌され、いわば三次元的に混合攪拌されるため、その後、固結する改良体は、固結強度も全体としてムラなく安定したものとなる。   In the ground improvement device described in Patent Literature 1, when the excavation shaft is rotated with the ground (ground surface) as the excavation start surface, the tip (lower end) is pushed into the ground and lowered, and excavation proceeds by excavation blades. When the tip of the horizontal shaft hits the outer circumference (outside) of the digging diameter on the ground surface (the circumference drawn by the tip of the drilling blade rotating), and the horizontal shaft enters the excavated soil, The shaft body is constrained by hard soil that has not been excavated, and does not rotate around the axis of the excavation shaft. As a result, the earth and sand (clot) that is rotated in the direction of rotation by the excavating blade is prevented from co-rotating around the axis of the excavating shaft by the horizontal shaft body, and is mixed and stirred around the excavating axis. In addition, the striking part (rotation drive part) provided on the excavating shaft that rotates with the excavating shaft intermittently hits the protruding piece of the cylindrical body (horizontal cylindrical body) provided on the horizontal shaft body, The projecting piece and the tubular body (horizontal tubular body) are rotated around the axis of the horizontal shaft body. As a result, the excavated soil is mixed and stirred around the axis of the horizontal shaft body (longitudinal direction) by the protruding pieces (mixing and stirring means) provided on the horizontal cylindrical body, so to speak, it is mixed and stirred three-dimensionally. Therefore, the improved body to be consolidated thereafter has a stable consolidated strength with no unevenness as a whole.

上記地盤改良装置においては、横軸体を、掘削翼が回転して該掘削翼の先端が描く円周の外方に位置する長さを有するものとして、その先端部が掘削されていない硬めの土によって拘束されることで、横軸体の掘削軸の軸線回りの回転の停止を確保するものとしているが、横軸体の回転を止める手段は、これに限られるものではない。例えば、横軸体をその先端が、掘削翼の先端が描く円周の内方に位置する長さを有するものとしても具体化できる。すなわち、横軸体が設けられている、掘削軸に外嵌されている環体を上方に延ばして筒状体(上下に延びる外管)とし、例えば、この筒状体をその上方において、掘削軸に回転を付与するためにその上端に連結されるモータが取り付けられる重機のマウント(オーガのヘッド)に固定して、この筒状体を回転させないようにしてもよい(特許文献2の図1−図5参照)。また、横軸体を掘削軸と共に回転するものとする一方、打撃部(突設部)を掘削軸に対して相対回転が自在に設け、この打撃部を掘削軸の回転時に停止させ、掘削軸と共に回転するその横軸体に外嵌されている横筒状体に設けられた突出片(攪拌体)を、停止しているその打撃部(共回り防止翼)に当てることで、横軸体を掘削軸まわりに回転(横回り)させながら突出片を縦回りをさせることもできる(特許文献2の図6−図8参照)。   In the ground improvement device, the horizontal shaft body has a length located outside the circumference drawn by the tip of the excavating blade as the excavating blade rotates. Although the rotation of the horizontal shaft body around the axis of the excavation axis is ensured to be stopped by being restrained by the soil, the means for stopping the rotation of the horizontal shaft body is not limited to this. For example, the horizontal shaft body can be embodied as having a length at which the tip is located inward of the circumference drawn by the tip of the excavating blade. That is, a ring body that is provided with a horizontal shaft body and that is externally fitted to a drilling shaft is extended upward to form a cylindrical body (an outer pipe that extends vertically). For example, this cylindrical body is excavated above it. The cylindrical body may be prevented from rotating by being fixed to a heavy equipment mount (auger head) to which a motor connected to the upper end of the shaft is attached in order to impart rotation to the shaft (FIG. 1 of Patent Document 2). -See Fig. 5). Further, the horizontal shaft body is rotated together with the excavation shaft, while the striking portion (projecting portion) is provided so as to be relatively rotatable with respect to the excavation shaft, and the striking portion is stopped when the excavation shaft is rotated. The projecting piece (stirring body) provided on the horizontal cylindrical body that is externally fitted to the horizontal shaft body that rotates together with the striking portion (co-rotation prevention wing) that is stopped is applied to the horizontal shaft body. It is also possible to rotate the projecting piece vertically while rotating (rotating horizontally) around the excavation axis (see FIGS. 6 to 8 of Patent Document 2).

ところで、前記したような従来の三次元の混合攪拌が得られる地盤改良装置(特許文献2では掘削攪拌装置)において、突出片は、横軸体の軸線回り(横軸線回り)に回転するように設けられている鋼製の筒状体(横筒状体)の外周面において、横軸線方向から見て例えば等角度間隔(放射状配置)で外方に延びる形で設けられているが、この突出片の横筒状体の外周面に対する固定は、通常、その突出片も鋼製で、丸棒等の棒材であり、製造やメンテナンス等の容易さから、突出片の基端部である軸部の端面を横筒状体の外周面に突き合せ、その突き合せ面の外周縁(隅角)において、その外周縁に沿って溶接する溶接構造とされていた。   By the way, in the ground improvement device (excavation stirrer in Patent Document 2) capable of obtaining the conventional three-dimensional mixed stirring as described above, the projecting piece is rotated around the axis of the horizontal shaft (around the horizontal axis). On the outer peripheral surface of the provided steel cylindrical body (horizontal cylindrical body), for example, it is provided in a form extending outward at equal angular intervals (radial arrangement) when viewed from the horizontal axis direction. The fixing of the piece to the outer peripheral surface of the horizontal cylindrical body is usually made of steel, and is a rod such as a round bar. From the standpoint of ease of manufacturing and maintenance, the shaft that is the base end of the protruding piece The end surface of the part is abutted against the outer peripheral surface of the horizontal cylindrical body, and the outer peripheral edge (corner angle) of the abutting surface is welded along the outer peripheral edge.

特開平8−120665号公報JP-A-8-120665 特開2001−3352号公報JP 2001-3352 A

一方、上記したような三次元的な掘削土の混合攪拌を伴う地盤改良装置(掘削攪拌装置)においては、そのいずれにおいても、施工(混合攪拌)過程で、横筒状体に設けられている突出片に間欠的な打撃が与えられ、それが繰り返されることで、横筒状体とともに、この突出片が横軸体の横軸線の回りに断続的に回転して、その縦回りが得られる構造となっている。このため、その突出片の横筒状体の外周面への固定部(溶接箇所)には、その打撃の度に、大きな外力と共に大きなモーメントが作用することから、その溶接の破断が生じたり、その破断に起因して突出片が脱落してしまうということがあった。また、このように突出片を横筒状体の外周面に直接溶接していた固定構造では、突出片が、丸棒のように比較的細長いものとなるため、その回転のための打撃を受けることで曲げ変形を生じ易く、したがって、突出片の寿命が短くなりがちであった。   On the other hand, in the ground improvement device (excavation agitation device) with three-dimensional excavation soil mixing and stirring as described above, any of them is provided in the horizontal cylindrical body during the construction (mixing and stirring) process. By intermittently hitting the projecting piece and repeating it, the projecting piece is intermittently rotated around the horizontal axis of the horizontal shaft body together with the horizontal cylindrical body, and the vertical rotation is obtained. It has a structure. For this reason, since a large moment acts together with a large external force on the fixed portion (welded spot) of the projecting piece to the outer peripheral surface of the horizontal cylindrical body, a breakage of the welding occurs, Due to the breakage, the protruding piece sometimes fell off. Further, in the fixed structure in which the protruding piece is directly welded to the outer peripheral surface of the horizontal cylindrical body in this way, the protruding piece is relatively elongated like a round bar, and thus receives a blow for its rotation. As a result, bending deformation tends to occur, and thus the life of the protruding piece tends to be shortened.

このように、突出片における溶接の破断や、その未然防止のため、或いは、大きな曲げ変形の発生に対しては、その補修、交換のための溶接を伴う作業が余儀なくされる。しかし、このような作業が、特に、地盤改良の施工現場での作業となるような場合には、その補修、交換作業に多大の困難さがあり、工事遅延の原因ともなっていた。というのは、溶接機の施工現場への常設は容易でない等の事情があるためである。   As described above, in order to prevent welding breakage in the projecting piece, to prevent it, or to generate a large bending deformation, work involving welding for repair and replacement is unavoidable. However, in particular, when such work becomes work at a construction site for ground improvement, there is a great difficulty in the repair and replacement work, which causes a delay in construction. This is because there are circumstances such as it is not easy to permanently install the welding machine at the construction site.

本発明は、三次元的な掘削土の混合攪拌を行うための構造を有する上記したような地盤改良装置におけるところの、突出片の横筒状体に対する溶接による取付構造に起因する前記課題に鑑みてなされたもので、その溶接の破断や、突出片の曲がり変形の発生の防止や、その交換作業の簡易迅速化を可能とする突出片の横筒状体に対する取付構造を提供することをその目的とする。   The present invention is based on the above-mentioned problem caused by the mounting structure by welding the protruding piece to the horizontal cylindrical body in the ground improvement device as described above having a structure for mixing and stirring three-dimensional excavated soil. It is an object of the present invention to provide a mounting structure for a projecting piece to a horizontal cylindrical body that can prevent breakage of the welding, bend deformation of the projecting piece, and simplify and speed up the replacement work. Objective.

請求項1に記載の本発明は、回転する掘削軸と、その先端部近傍に設けられた掘削翼と、該掘削翼の上方であって前記掘削軸に、該掘削軸の横方に突出する形で設けられた横軸体と、該横軸体に対しその横軸線回りに相対的な回転が自在にして外嵌されている横筒状体と、該横筒状体の外周面に該横軸体の横軸線回りに角度間隔をおき、基端部の軸部を介して固定された3以上の突出片と、前記掘削軸が回転するときに、前記突出片に間欠的に当たって該突出片と共に前記横筒状体を前記横軸体の横軸線回りに回転させる打撃部と、を備えてなる地盤改良装置において、
前記横筒状体の外周面に、前記突出片の基端部をなす軸部を収容可能の凹部を備えて該軸部の外径より基端が大径をなす突出片取付け体が、該突出片取付け体の基端面が突き合せ状態とされて該基端面の外周縁において溶接されてなると共に、前記突出片の基端部をなす軸部が、該突出片取付け体の凹部内に収容され、該突出片が溶接によることなく該凹部に対して抜け止め構造で、着脱可能に取り付けられていることを特徴とする。
The present invention described in claim 1 is a rotating excavation shaft, an excavation blade provided near the tip of the excavation shaft, and protrudes laterally of the excavation shaft above the excavation blade and to the excavation shaft. A horizontal shaft body provided in a shape, a horizontal cylindrical body that is externally fitted to the horizontal shaft body so as to be rotatable around the horizontal axis line, and an outer peripheral surface of the horizontal cylindrical body. Three or more projecting pieces fixed at an angular interval around the horizontal axis of the horizontal shaft body and fixed through the shaft portion of the base end portion, and when the excavation shaft rotates, the projecting pieces intermittently hit the projecting pieces. In a ground improvement device comprising a striking unit that rotates the horizontal cylindrical body around a horizontal axis of the horizontal shaft body together with a piece,
A projecting piece mounting body having a recess capable of accommodating a shaft portion forming the base end portion of the projecting piece on the outer peripheral surface of the horizontal cylindrical body, the base end having a larger diameter than the outer diameter of the shaft portion, The base end surface of the projecting piece mounting body is brought into a butted state and is welded at the outer peripheral edge of the base end surface, and the shaft portion forming the base end portion of the projecting piece is accommodated in the recess of the projecting piece mounting body. The protruding piece is detachably attached to the concave portion without being welded, and has a retaining structure.

請求項2に記載の本発明は、前記横筒状体は多角形筒状をなし、前記突出片取付け体は、その基端面が平面をなして前記横筒状体の外周面をなす平面に突き合されて溶接されていることを特徴とする請求項1に記載の地盤改良装置である。   According to a second aspect of the present invention, the horizontal cylindrical body has a polygonal cylindrical shape, and the protruding piece mounting body has a flat surface whose base end surface forms a flat surface and forms the outer peripheral surface of the horizontal cylindrical body. The ground improvement device according to claim 1, wherein the ground improvement device is abutted and welded.

請求項3に記載の本発明は、前記突出片の基端部には、その軸部における軸方向と交差する方向に軸貫通孔が設けられており、前記突出片取付け体の前記凹部の対向する内壁面のうち、該凹部に前記突出片の基端部をなす軸部が収容された時の前記軸貫通孔に一致する位置には、該凹部の壁を貫通する壁貫通孔が設けられており、
前記抜け止め構造が、前記突出片の基端部をなす軸部が前記凹部に収容されている状態で、前記壁貫通孔と前記軸貫通孔を貫通してボルトが通されるボルト締めによるものである請求項1又は2のいずれか1項に記載の地盤改良装置である。
According to a third aspect of the present invention, the base end portion of the protruding piece is provided with a shaft through hole in a direction intersecting the axial direction of the shaft portion, and is opposed to the concave portion of the protruding piece mounting body. A wall through hole that penetrates the wall of the recess is provided at a position that coincides with the shaft through hole when the shaft forming the base end of the protruding piece is accommodated in the recess. And
The retaining structure is by bolt tightening in which a bolt is passed through the wall through hole and the shaft through hole in a state where the shaft portion forming the base end portion of the protruding piece is accommodated in the recess. It is a ground improvement apparatus of any one of Claim 1 or 2.

請求項4に記載の本発明は、前記突出片の基端部には、その軸部における軸方向と交差する方向に軸貫通孔が設けられており、前記突出片取付け体の前記凹部の対向する内壁面のうち、該凹部に前記突出片の基端部をなす軸部が収容された時の前記軸貫通孔に一致する位置には、該凹部の壁を貫通する壁貫通孔が設けられており、
前記抜け止め構造が、前記突出片の基端部をなす軸部が前記凹部に収容されている状態で、前記壁貫通孔と前記軸貫通孔を貫通する割ピンの挿入によるものである請求項1又は2のいずれか1項に記載の地盤改良装置である。
According to a fourth aspect of the present invention, the base end portion of the projecting piece is provided with a shaft through hole in a direction intersecting the axial direction of the shaft portion, and is opposed to the recess of the projecting piece mounting body. A wall through hole that penetrates the wall of the recess is provided at a position that coincides with the shaft through hole when the shaft forming the base end of the protruding piece is accommodated in the recess. And
2. The retaining structure according to claim 1, wherein a shaft portion forming a base end portion of the protruding piece is inserted into the wall through hole and a split pin penetrating the shaft through hole in a state where the shaft portion is accommodated in the recess. It is the ground improvement apparatus of any one of 1 or 2.

請求項5に記載の本発明は、前記突出片の基端部をなす軸部の外周面にオネジが設けられ、前記凹部の内周面にメネジが設けられて、前記抜け止め構造が、該オネジの該メネジへのネジ締め構造とされている請求項1又は2のいずれか1項に記載の地盤改良装置である。   According to a fifth aspect of the present invention, a male screw is provided on the outer peripheral surface of the shaft portion that forms the base end portion of the protruding piece, and a female screw is provided on the inner peripheral surface of the concave portion. The ground improvement device according to any one of claims 1 and 2, wherein the male screw has a screw fastening structure to the female screw.

請求項6に記載の本発明は、前記突出片取付け体は、筒状又は環状をなし、前記凹部が、該筒状又は環状の内周面の内側であり、該筒状又は環状の外周面が、横断面で略正方形をなし、前記横筒状体の前記横軸体の横軸線回りの回転において、該突出片取付け体が該正方形の対角方向に回転するように溶接されている請求項1〜5のいずれか1項に記載の地盤改良装置である。   According to a sixth aspect of the present invention, the protruding piece mounting body has a cylindrical shape or an annular shape, the concave portion is inside the cylindrical or annular inner peripheral surface, and the cylindrical or annular outer peripheral surface. Is substantially square in cross section, and the protruding piece mounting body is welded so as to rotate in a diagonal direction of the square when the horizontal cylindrical body rotates around the horizontal axis of the horizontal axis. The ground improvement device according to any one of Items 1 to 5.

上記従来の地盤改良装置は、その使用過程で、突出片には、間欠的又は断続的に大きな打撃が加わるため、それ自体に曲りや摩耗といった変形や損傷に加え、それが横筒状体に直接溶接で固定されていることから、溶接破断やそれによる突出片の脱落が生じていたのは上記したとおりである。一方、本発明に係る地盤改良装置では、横筒状体に対する突出片の固定が上記構成の取り付け構造を有しているため、次のような特有の効果が得られる。   In the above-mentioned conventional ground improvement device, in the course of its use, the projecting piece is intermittently or intermittently subjected to a large blow, so that in addition to deformation and damage such as bending and wear, it becomes a horizontal cylindrical body. Since it is fixed by direct welding, the welding breakage and the dropout of the protruding piece are caused as described above. On the other hand, in the ground improvement device according to the present invention, since the fixing of the protruding piece to the horizontal cylindrical body has the mounting structure having the above-described configuration, the following specific effects can be obtained.

本発明に係る地盤改良装置では、横筒状体に対する突出片の固定が、横筒状体の外周面に基端面を突き合せて溶接された突出片取付け体を介在させての固定であり、この突出片取付け体の横筒状体の外周面への溶接箇所であるその基端部は、その外径が、突出片の軸部の外径より大きい。したがって、従来の地盤改良装置のように、突出片の基端面を横筒状体の外周面に直接、突き合せて溶接していた固定構造に比べると、溶接長(溶接範囲)を長く確保できるから、溶接強度のアップを図ることができる。このため、その溶接の破断の防止に有効であり、その破断に起因する突出片の脱落防止に有効である。   In the ground improvement device according to the present invention, the fixing of the protruding piece to the horizontal cylindrical body is fixing with a protruding piece mounting body that is welded by abutting the base end face to the outer peripheral surface of the horizontal cylindrical body, The outer diameter of the base end portion, which is a welded portion of the protruding piece mounting body to the outer peripheral surface of the horizontal cylindrical body, is larger than the outer diameter of the shaft portion of the protruding piece. Therefore, as compared with a fixed structure in which the base end surface of the projecting piece is directly butted against the outer peripheral surface of the horizontal cylindrical body as in the conventional ground improvement device, a longer welding length (welding range) can be secured. Therefore, the welding strength can be increased. For this reason, it is effective in preventing the fracture of the weld, and effective in preventing the protruding piece from falling off due to the fracture.

その上、本発明に係る地盤改良装置では、突出片は、横筒状体の外周面に溶接されている突出片取付け体内に、基端部をなす軸部が収容されている分、突出片自体の突出長を、突出片を横筒状体の外周面に直接、突き合せ溶接していた従来のそれに比べ、小さくできる。このため、突出片が、その回転(縦回り)のための打撃を受けても曲げ変形を生じ難い。したがって、突出片の寿命の延長が図られる。   Moreover, in the ground improvement device according to the present invention, the protruding piece is the protruding piece because the shaft portion forming the base end portion is accommodated in the protruding piece mounting body welded to the outer peripheral surface of the horizontal cylindrical body. The protruding length of itself can be made smaller than that of the conventional case where the protruding piece is directly butt welded to the outer peripheral surface of the horizontal cylindrical body. For this reason, even if a protrusion piece receives the impact for the rotation (vertical rotation), it is hard to produce bending deformation. Therefore, the lifetime of the protruding piece is extended.

しかも、本発明に係る地盤改良装置では、突出片が変形して交換する必要があるとしても、突出片取付け体内に収容される突出片の固定は、溶接に因らないため、現場での交換の簡易迅速化、作業の効率化が図られる。   Moreover, in the ground improvement device according to the present invention, even if the projecting piece needs to be changed and replaced, the fixing of the projecting piece accommodated in the projecting piece mounting body does not depend on welding. Can be simplified and speeded up, and work efficiency can be improved.

請求項2に記載のように、平面同士の突き合せによる溶接とすることで、溶接構造の単純化と共に、その強度アップが図られる。前記抜け止め構造は、請求項3に記載のようにボルト締めを用いたり、請求項4に記載のように割ピンを用いたり、請求項5に記載のようなネジ締めを用いたりして、着脱可能に取り付ければよい。また、前記突出片取付け体は、請求項6に記載のように、外周面が、横断面で略正方形をなすものとして溶接するのが抵抗も少なく、好ましい。   According to the second aspect of the present invention, the welding is simplified by butting the flat surfaces, and the weld structure is simplified and the strength is increased. The retaining structure uses bolt tightening as described in claim 3, or uses split pins as described in claim 4, or uses screw tightening as described in claim 5, What is necessary is just to attach so that attachment or detachment is possible. In addition, as described in claim 6, it is preferable that the projecting piece mounting body is welded so that the outer peripheral surface forms a substantially square shape in cross section because of low resistance.

本発明の地盤改良装置を具体化した実施形態例の概略構成を示す正面図(立面図)。The front view (elevation figure) which shows schematic structure of the embodiment which actualized the ground improvement apparatus of this invention. 図1の地盤改良装置おいて矢印A1方向から見た図(右側面図)であって、掘削軸回りの回転が止められている横筒状体の突出片に、掘削軸の回転により打撃部が当たり、突出片と共に横筒状体が横軸線回りに回転する状態の説明図。FIG. 2 is a diagram (right side view) seen from the direction of arrow A1 in the ground improvement device of FIG. 1, and a striking portion is formed on the projecting piece of the horizontal cylindrical body that is stopped from rotating around the excavating shaft by rotating the excavating shaft. Explanatory drawing of the state which a horizontal cylinder rotates around a horizontal axis line with a protrusion piece. 図1のP1部分の拡大図。The enlarged view of P1 part of FIG. 図3のS1−S1線において突出片の取付状態を説明する一部破断面図。The partially broken sectional view explaining the attachment state of a protrusion piece in the S1-S1 line | wire of FIG. 図4のP2部分の拡大図。The enlarged view of P2 part of FIG. 図3において、突出片取付け体を正方形筒状のものとした変更例を説明する図。The figure explaining the example of a change which made the protrusion piece attachment body the thing of a square cylinder shape in FIG. 図4において、突出片の別の取付状態を説明する一部破断面図。In FIG. 4, the partially broken sectional view explaining another attachment state of a protrusion piece.

本発明に係る地盤改良装置(地盤改良用の掘削攪拌装置)の実施形態例について、図1ないし図5を参照して詳細に説明する。図中、101は地盤改良装置であり、1は略円筒状(若しくは中空円柱状)をなす掘削軸(回転駆動軸)であって、上方に設けられる図示しない回転駆動手段によって回転する構成とされており、その下端部(掘削軸の先端部)近傍には地盤を掘削する所定の径(掘削径D)をもつ掘削翼2が、溶接によりその掘削軸1に対してほぼ直角方向で突出するように設けられている。なお、掘削軸1の下端部近傍には、スラリー状の固化剤の吐き出し口1aが設けられており、図示しない固化剤が圧送源から掘削軸1の内側を通って掘削土K中に吐出されるように構成されている。   An embodiment of a ground improvement device (excavation stirring device for ground improvement) according to the present invention will be described in detail with reference to FIGS. 1 to 5. In the figure, 101 is a ground improvement device, 1 is an excavation shaft (rotation drive shaft) having a substantially cylindrical shape (or hollow column shape), and is configured to rotate by a rotation drive means (not shown) provided above. An excavation blade 2 having a predetermined diameter (excavation diameter D) for excavating the ground protrudes in a direction substantially perpendicular to the excavation axis 1 by welding near the lower end (distal end of the excavation axis). It is provided as follows. In the vicinity of the lower end portion of the excavation shaft 1, a slurry-like solidifying agent discharge port 1a is provided, and a solidifying agent (not shown) is discharged from the pumping source through the inside of the excavation shaft 1 into the excavated soil K. It is comprised so that.

掘削軸1の外周には次記する横軸体7の支持体として筒状体(円管)5が外嵌、装着されて、二重管構造を呈している。筒状体5の下端部は、掘削翼2より所定高さ上方に位置するように保持されている。筒状体5の上端部は、筒状体5を掘削軸1の軸線回りに回転させないように、掘削軸を回転させる図示しない回転駆動手段(モータ)を固定しているマウントに固定されるか、別の回転駆動手段(モータ)に連結されて掘削軸1と同方向にそれと異なる回転数で、又は逆方向に適宜の回転数で掘削軸1の軸線G1回りに回転するように構成されている。   A cylindrical body (circular pipe) 5 is externally fitted and attached to the outer periphery of the excavation shaft 1 as a support body of the horizontal shaft body 7 described below, and has a double pipe structure. The lower end portion of the cylindrical body 5 is held so as to be positioned above the excavating blade 2 by a predetermined height. Is the upper end of the cylindrical body 5 fixed to a mount that fixes a rotation drive means (motor) (not shown) that rotates the excavation shaft so that the cylindrical body 5 does not rotate around the axis of the excavation shaft 1? It is connected to another rotation driving means (motor) and is configured to rotate around the axis G1 of the excavating shaft 1 at a different rotational speed in the same direction as the excavating shaft 1 or at an appropriate rotational speed in the opposite direction. Yes.

一方、筒状体1の下端部寄り部位の両外側には、筒状体5に対して略直角で、横に略直線状に延びる断面円形の棒状をなす横軸体7が、図1の左右において、掘削翼2の外径と同じか、それより短めの突出長で突出するように設けられている。そして、この左右の横軸体7にはそれぞれ横軸(横軸線)G2回りに回転自在に筒状の横筒状体12、12が外嵌(遊嵌)されている。ただし、横筒状体12は、横軸体7の端部に設けられた大径の拡径部10にて、横軸体7から抜け出ない構造とされている。   On the other hand, on both outer sides of the portion closer to the lower end of the cylindrical body 1, a horizontal shaft body 7 having a circular cross-section extending substantially linearly to the side at a right angle with respect to the cylindrical body 5 is shown in FIG. On the left and right sides, the outer diameter of the excavating blade 2 is the same as or shorter than the outer diameter. The left and right horizontal shaft bodies 7 are externally fitted (freely fitted) with tubular horizontal cylindrical bodies 12 and 12 that are rotatable about a horizontal axis (horizontal axis line) G2. However, the horizontal cylindrical body 12 has a structure in which the large diameter enlarged portion 10 provided at the end of the horizontal shaft body 7 does not come out of the horizontal shaft body 7.

横筒状体12は、円管(外周面も円である円筒状のもの)でもよいが、本例では多角形筒状(内周面が横断面、円形で、外周面が横断面で正方形)をなしている(図2、図4、図5参照)。そして、その横筒状体12の外側(外周面)の掘削軸1寄り部位には、詳細は後述するが、横軸体7の横軸線G2方向から見て(横軸線回りに)略等角度間隔(90度間隔)で、詳細は後述するが、突出片13をなす丸棒が突出状に、放射状配置で設けられており(図2、図4、図5参照)、横筒状体12と共に横軸線G2回りに回転自在とされている。なお、掘削軸1のうち、横軸体7と掘削翼2との上下間には、突出片13を横軸線G2回りに回転させるため、丸棒状の打撃部(回転駆動手段)11が、掘削軸1に直角となるようにして固定されており、例えば、横軸体7の掘削軸1回りの回転が止められているとき、掘削軸1とともに回転するその打撃部11が、横筒状体12に設けられている突出片13に間欠的(断続的)に当たり、突出片13が横筒状体12と共に横軸線G2回りに間欠的に回転(縦回り)できるよう、突出片13と打撃部11との長さ、及び配置で設けられている。なお、地盤を掘削し、突出片13が縦回りすることで、掘削土を横軸線G2回りに混合攪拌するため、突出片13は攪拌体の役割をも担うのであるが、本例では、横筒状体12の外周面のうち、突出片13より外方(掘削軸と反対側)に、それとは別に、それより短めの丸棒からなる攪拌体15が、突出片13と同様の等角度間隔で、溶接により設けられており、掘削土の横軸線G2回りの混合攪拌性を高めている。なお、独立の打撃部11を設けることなく、掘削翼2の上縁部位2aが、突出片13、13に当たって、突出片13と共に横筒状体12を回転させるようにしてもよい。   The horizontal cylindrical body 12 may be a circular tube (cylindrical shape whose outer peripheral surface is also a circle), but in this example, it is a polygonal cylindrical shape (the inner peripheral surface is a cross section, a circle, and the outer peripheral surface is a square with a cross section). (See FIGS. 2, 4, and 5). The outer tubular outer body 12 near the excavation axis 1 is described in detail later, but is substantially equiangular when viewed from the direction of the horizontal axis G2 of the horizontal axis 7 (around the horizontal axis). Although the details will be described later at intervals (intervals of 90 degrees), the round bars forming the protruding pieces 13 are provided in a protruding manner in a radial arrangement (see FIGS. 2, 4 and 5), and the horizontal cylindrical body 12 is provided. At the same time, it is rotatable around the horizontal axis G2. Of the excavating shaft 1, between the upper and lower sides of the horizontal shaft body 7 and the excavating blade 2, the projecting piece 13 is rotated about the horizontal axis G2, so that a round bar-shaped striking portion (rotation driving means) 11 is excavated. For example, when the rotation of the horizontal shaft body 7 around the excavation shaft 1 is stopped, the striking portion 11 that rotates together with the excavation shaft 1 is a horizontal cylindrical body. The projecting piece 13 and the striking portion so that the projecting piece 13 intermittently (intermittently) hits the projecting piece 13 provided on the projecting piece 12 and can rotate intermittently (vertically) around the horizontal axis G2 together with the horizontal cylindrical body 12. 11 and the length and arrangement. In addition, since the excavated soil is mixed and stirred around the horizontal axis G2 by excavating the ground and the protruding piece 13 is rotated vertically, the protruding piece 13 also serves as a stirring body. On the outer peripheral surface of the cylindrical body 12, the stirrer 15 made of a round bar shorter than the protruding piece 13 (on the side opposite to the excavation shaft) is the same angle as the protruding piece 13. It is provided by welding at intervals, and the mixing agitation around the horizontal axis G2 of the excavated soil is enhanced. In addition, without providing the independent hit | damage part 11, you may make it rotate the horizontal cylindrical body 12 with the protrusion piece 13 when the upper edge part 2a of the excavation blade 2 hits the protrusion pieces 13 and 13.

次に、横筒状体12の外周面への突出片13の取付構造について説明する(図4、図5参照)。本例では、この横筒状体12の外周面(平面)に、突出片取付け体21が次のようにして溶接されている。すなわち、横筒状体12の外周面である平面に、突出片13の基端部(横筒状体12側の端部)をなす軸部を収容可能の内径で貫通する凹部22を有し、該軸部の外径より基端23が大径をなす短円筒形状を呈する突出片取付け体21が、該突出片取付け体21の基端面(平面)を突き合せ状態とし、基端面の外周縁(円)に沿って溶接ビード(図中のダブルハッチング参照)Bが存するように(図3−図5参照)、すなわち、横筒状体12の外周面(平面)と、突出片取付け体21の外周面との隅角に沿って溶接ビードBが存するように溶接されている。そして、突出片13の基端部をなす軸部が、突出片取付け体21の凹部(短円筒)22内に収容され、突出片13は、次記するように溶接によることなくボルト締めで、この凹部22に、抜け止め構造で着脱可能に取り付けられている。なお、突出片取付け体21は、本例では貫通する筒状のものとしたが、有底の筒体としてもよい。   Next, the attachment structure of the protrusion piece 13 to the outer peripheral surface of the horizontal cylindrical body 12 is demonstrated (refer FIG. 4, FIG. 5). In this example, the protruding piece mounting body 21 is welded to the outer peripheral surface (plane) of the horizontal cylindrical body 12 as follows. In other words, the flat surface that is the outer peripheral surface of the horizontal cylindrical body 12 has a recess 22 that penetrates the shaft portion that forms the base end portion (end portion on the horizontal cylindrical body 12 side) of the protruding piece 13 with an inner diameter that can be accommodated. The projecting piece mounting body 21 having a short cylindrical shape whose base end 23 has a larger diameter than the outer diameter of the shaft portion makes the base end surface (planar surface) of the projecting piece mounting body 21 abutted, and the outside of the base end surface. A weld bead (see double hatching in the figure) B exists along the periphery (circle) (see FIGS. 3 to 5), that is, the outer peripheral surface (plane) of the horizontal cylindrical body 12 and the protruding piece mounting body. It welds so that the weld bead B exists along the corner angle with the outer peripheral surface of 21. And the axial part which makes the base end part of the protrusion piece 13 is accommodated in the recessed part (short cylinder) 22 of the protrusion piece attachment body 21, and the protrusion piece 13 is bolted without welding as described below, The recess 22 is detachably attached with a retaining structure. In addition, although the protrusion piece attachment body 21 was made into the cylindrical shape penetrated in this example, it is good also as a bottomed cylinder body.

突出片13の取付構造は、それが凹部22に対して抜け止め構造で着脱可能であればよいが、本例では、凹部(短円筒)22内に収容されている突出片13の基端部(軸部)において、その軸と直角方向にボルト31を通した抜け止め構造をなし、ボルト31の先端においてナット35を締め付けてなる着脱可能のものとしている。すなわち、本例では、突出片13の基端部には、その軸部における軸方向と交差する方向に軸貫通孔14が設けられており、突出片取付け体21の凹部22の対向する内壁面であって、凹部22に突出片13の基端部をなす軸部が収容された時において軸貫通孔14に一致する位置には、凹部22の壁を貫通する壁貫通孔25が設けられており、その収容状態で、壁貫通孔25と前記軸貫通孔14を貫通してボルト31が通され、そのボルト31の先端をナット35で締めるボルト締めによっている。   The mounting structure of the projecting piece 13 is not limited as long as it can be attached to and detached from the recess 22 with a retaining structure, but in this example, the base end of the projecting piece 13 accommodated in the recess (short cylinder) 22 The (shaft portion) has a retaining structure in which a bolt 31 is passed through in a direction perpendicular to the shaft, and is detachable by tightening a nut 35 at the tip of the bolt 31. That is, in this example, the base end portion of the projecting piece 13 is provided with the shaft through hole 14 in a direction intersecting the axial direction of the shaft portion, and the inner wall surface of the projecting piece mounting body 21 facing the concave portion 22. In addition, a wall through hole 25 that penetrates the wall of the recess 22 is provided at a position that coincides with the shaft through hole 14 when the shaft portion that forms the base end portion of the protruding piece 13 is accommodated in the recess 22. In this accommodated state, the bolt 31 is passed through the wall through hole 25 and the shaft through hole 14, and the bolt 31 is tightened with a nut 35 to tighten the tip of the bolt 31.

このような本例では、外管である筒状体5を回転させることなく掘削軸1を回転させると、図2の左図及び右図に示したように、打撃部11が回転し、左右の横軸体7に外嵌されている横筒状体12に設けられている突出片(丸棒)13、13に、間欠的に当たり、突出片13は横軸線G2回りに横筒状体12と共に回転する(縦回転する)。なお、本例では、構造上、左右の横軸体7における突出片13はその軸線G2方向から見たとき、互いに反対側に回転する。   In this example, when the excavation shaft 1 is rotated without rotating the cylindrical body 5 that is the outer tube, the striking portion 11 rotates as shown in the left and right views of FIG. The projecting piece 13 intermittently hits the projecting pieces (round bars) 13 and 13 provided on the lateral cylindrical body 12 that is externally fitted to the lateral shaft body 7, and the projecting piece 13 extends around the lateral axis G <b> 2. Rotate with (rotate vertically). In this example, structurally, the protruding pieces 13 in the left and right horizontal shaft bodies 7 rotate in opposite directions when viewed from the direction of the axis G2.

このような本例の地盤改良装置101は、その構造に基づき、掘削軸1が回転しながら地盤中(土中)に入り込むと掘削翼2により掘削が始まり、土砂Kは掘削翼2にて掘削軸1の回りに混合攪拌され、地盤は掘削翼2の径とほぼ同径の掘削径Dでもって円柱状に掘削されていく。この際、筒状体5は停止しているか、逆転しているか、掘削軸1と同方向に異なる回転数で回転するように制御されるが、その掘削工程では、上記したように、掘削軸1に設けられた打撃部11が横筒状体12に設けられた突出片13、13に間欠的に当たって、突出片13および攪拌片15を横軸体7の軸線G2回りに回転させ、その状態の下で掘削がすすむことから、掘削土(土砂)Kは三次元的に混合攪拌される。   Based on the structure of the ground improvement device 101 of this example, when the excavating shaft 1 rotates and enters the ground (in the soil), excavation starts with the excavating blade 2, and the sediment K is excavated with the excavating blade 2. The ground is mixed and stirred around the shaft 1, and the ground is excavated in a cylindrical shape with an excavation diameter D that is substantially the same as the diameter of the excavation blade 2. At this time, the cylindrical body 5 is stopped, reversed, or controlled to rotate at a different rotational speed in the same direction as the excavation shaft 1, but in the excavation process, as described above, the excavation shaft The striking part 11 provided in 1 hits the projecting pieces 13 and 13 provided in the horizontal cylindrical body 12 intermittently, and the projecting piece 13 and the stirring piece 15 are rotated around the axis G2 of the horizontal shaft body 7, The excavation soil (sediment) K is mixed and stirred three-dimensionally.

一方、この混合攪拌過程で、打撃部11による打撃を受ける突出片13は、横筒状体12の外周面に基端面を突き合せて溶接された突出片取付け体21を介し、その凹部22内に基端部を挿入させることによる取付構造を有している。そして、この突出片取付け体21のうちの、横筒状体12の外周面への溶接箇所である基端23は、その外径が、突出片13の軸部の外径より大きい。すなわち、従来の地盤改良装置のように、突出片の基端面を横筒状体の外周面に直接、突き合せて溶接していた固定構造に比べると、溶接長(ビードの軸部回りの周長)を長く確保できるから、溶接強度のアップを図ることができる。このため、突出片取付け体21の横筒状体12への溶接箇所の破断の防止に有効であり、その破断に起因する突出片13の脱落防止に有効である。とくに、本例では、突出片取付け体21の横筒状体12の外周面への溶接を、互いの平面同士による突き合せでの溶接としているため、溶接構造の単純化も図られる。ただし、図示はしないが、横筒状体12は、その横断面(外周)が、本例におけるような正方形ではなく、円形をなす円管(円筒)状のものとしてもよいなど、その形状は適宜のものとすることができる。なお、突出片取付け体は、その端面の外周縁の全体が、横筒状体12の外周面に突き合せ状となる構造で溶接するのがよい。   On the other hand, in this mixing and stirring process, the projecting piece 13 that is hit by the striking part 11 passes through the projecting piece mounting body 21 that is welded by abutting the base end face to the outer peripheral surface of the horizontal cylindrical body 12, and in the recess 22. It has a mounting structure by inserting the base end portion into the. Of the protruding piece mounting body 21, the base end 23, which is a welded portion to the outer peripheral surface of the horizontal cylindrical body 12, has an outer diameter larger than the outer diameter of the shaft portion of the protruding piece 13. That is, compared to a fixed structure in which the base end surface of the protruding piece is directly butted against the outer peripheral surface of the horizontal cylindrical body as in the conventional ground improvement device, the welding length (the circumference around the shaft portion of the bead) is reduced. Long) can be secured for a long time, so that the welding strength can be increased. For this reason, it is effective in preventing the breakage of the welded portion of the protruding piece mounting body 21 to the horizontal cylindrical body 12, and effective in preventing the protruding piece 13 from falling off due to the breaking. In particular, in this example, since welding to the outer peripheral surface of the horizontal cylindrical body 12 of the protruding piece mounting body 21 is welding by butting with each other, the welding structure can be simplified. However, although not shown, the horizontal cylindrical body 12 may have a circular cross-section (outer periphery) that is not a square as in the present example, but a circular tube (cylindrical) shape. It can be appropriate. In addition, it is good to weld the protrusion piece attachment body with the structure where the whole outer periphery of the end surface becomes butted shape to the outer peripheral surface of the horizontal cylindrical body 12. FIG.

また、本例では、突出片13は、横筒状体12の外周面に溶接されている突出片取付け体21内に、基端部をなす軸部が収容されている分、突出片13自体の突出長を、従来のように突出片を横筒状体の外周面に直接、突き合せ溶接していたものに比べ、小さくできる。このため、突出片13が、その回転(縦回り)のための打撃を受けても曲げ変形を生じ難く、したがって、突出片13の寿命の延長が図られる。しかも、その突出片13が変形して交換する必要があるとしても、突出片取付け体21内に収容される突出片の固定は、溶接によらないボルト締め構造のため、現場での交換の簡易迅速化、作業の効率化が図られる。   Further, in this example, the protruding piece 13 is the protruding piece 13 itself because the protruding portion mounting body 21 welded to the outer peripheral surface of the horizontal cylindrical body 12 accommodates the shaft portion forming the base end portion. The projecting length can be reduced as compared with the conventional one in which the projecting piece is directly butt welded to the outer peripheral surface of the horizontal cylindrical body. For this reason, even if the protruding piece 13 is hit by the rotation (vertical rotation), bending deformation hardly occurs, and thus the life of the protruding piece 13 is extended. Moreover, even if the projecting piece 13 needs to be deformed and replaced, the projecting piece accommodated in the projecting piece mounting body 21 is fixed by bolting structure not based on welding, so that it can be easily replaced on site. Speed up and work efficiency can be achieved.

なお、突出片取付け体21は、円筒状のものにかぎられないが、横断面(外周)が正方形のものとするとよい。そして、その場合には、図6に示した突出片取付け体21のように、突出片13の縦回り(横筒状体12の回転)において、突出片取付け体21がその正方形の対角方向に回転するように、これを横筒状体12の外周面へ溶接するのがよい。というのは、このような溶接構造とすると、突出片取付け体21が正方形のその対角方向に回転することになるから、その対辺方向に回転する場合に比べ、土砂の切れがよく、しかも、その縦回りにおける抵抗も小さく出来るためである。   In addition, although the protrusion piece attachment body 21 is not restricted to a cylindrical thing, it is good for a cross section (outer periphery) to be a square thing. In this case, as in the protruding piece mounting body 21 shown in FIG. 6, the protruding piece mounting body 21 has a square diagonal direction in the longitudinal direction of the protruding piece 13 (rotation of the horizontal cylindrical body 12). It is good to weld this to the outer peripheral surface of the horizontal cylindrical body 12 so that it may rotate. This is because, with such a welded structure, the projecting piece mounting body 21 rotates in the diagonal direction of the square, so that the cut of earth and sand is better than in the case of rotating in the opposite direction, This is because the longitudinal resistance can be reduced.

前記例では、突出片13の凹部22に対する抜け止め構造を、上記したボルト締め構造としたが、これは、ボルトに代えて、自身の抜け止め防止が確保できるピン(例えば、割ピン)を通し、その両脚端を抜け止め状に折り返すよう曲げることにしてもよい。抜け止め構造は、突出片の凹部からの抜け止めが得られ、かつ、着脱可能であればよいためである。また、別例としては、図7に示したように、突出片13の基端部をなす軸部の外周面にオネジ17を設ける一方、凹部22の内周面にメネジ27を設けてネジ穴とし、オネジ17をメネジ(ネジ穴)27にねじ込んで、ネジ締めするものとしてもよい。   In the example described above, the retaining structure for the recess 22 of the projecting piece 13 is the above-described bolt tightening structure. However, in place of the bolt, a pin (for example, a split pin) that can prevent its own retaining is passed. The ends of both legs may be bent so as to be folded back in a retaining shape. This is because the retaining structure is only required to be able to prevent the protruding piece from being recessed from the recess and to be detachable. As another example, as shown in FIG. 7, a male screw 17 is provided on the outer peripheral surface of the shaft portion forming the base end portion of the protruding piece 13, while a female screw 27 is provided on the inner peripheral surface of the concave portion 22. The male screw 17 may be screwed into the female screw (screw hole) 27 and tightened.

なお、本発明は、上記例の地盤改良装置への適用に限られるものではなく、回転する掘削軸と、その先端部近傍に設けられた掘削翼と、該掘削翼の上方であって前記掘削軸に、該掘削軸の横方に突出する形で設けられた横軸体と、該横軸体に対しその横軸線回りに相対的な回転が自在にして外嵌されている横筒状体と、該横筒状体の外周面に該横軸体の横軸線回りに角度間隔をおき、基端部の軸部を介して固定される3以上の突出片と、前記掘削軸が回転するときに、前記突出片に間欠的に当たって該突出片と共に前記横筒状体を前記横軸体の横軸線回りに回転させる打撃部と、を備えてなる地盤改良装置に広く適用できる。   The present invention is not limited to the application to the ground improvement device of the above example, but the rotating excavation shaft, the excavation blade provided near the tip thereof, and the excavation blade above the excavation blade. A horizontal shaft body provided on the shaft so as to protrude laterally of the excavation shaft, and a horizontal cylindrical body that is externally fitted to the horizontal shaft body so as to be rotatable about the horizontal axis. And three or more projecting pieces that are fixed to the outer peripheral surface of the horizontal cylindrical body around the horizontal axis of the horizontal shaft body and fixed through the shaft portion of the base end portion, and the excavation shaft rotates. Sometimes, it can be widely applied to a ground improvement device comprising a striking portion that intermittently hits the protruding piece and rotates the horizontal cylindrical body around the horizontal axis of the horizontal axis together with the protruding piece.

すなわち、上記例の地盤改良装置101では、掘削軸1に対し相対回転する横軸体7を、掘削軸に外嵌されている筒状の筒状体(外管)5の回転を止めるか、その回転を制御するものにおいて具体化したが、例えば、筒状体(外管)5を上まで延ばさず短いものとして、掘削軸の所定高さ位置でその軸まわりに自在に回転するものとし、これに設けられる横軸体の突出長を掘削翼の外径より大きくしておき、掘削過程で、その横軸体の先端を掘削翼で掘削される地盤の外側に入り込ませるようにして、その横軸体の掘削軸回りの回転を規制するものとしてもよい。また、掘削軸の回転において、打撃部でなく、横軸体も掘削軸と一体となって回転する一方、打撃部が回転することなく停止して、横軸体と共に回転する突出片がこの打撃部に当たって横軸体の横軸線回りに回転するものとしてもよい。すなわち、この場合には、横軸体を掘削軸と共に回転するように設け、打撃部を上記例における横軸体のように掘削軸まわりに自在に回転可能に設け、掘削軸の回転において、打撃部を、上記したような構成にすることで、掘削軸回りの回転を止めるか、その回転を制御することとすればよい。   That is, in the ground improvement device 101 of the above example, the horizontal shaft body 7 that rotates relative to the excavation shaft 1 is stopped, or the cylindrical tubular body (outer tube) 5 that is externally fitted to the excavation shaft is stopped. It is embodied in what controls the rotation. For example, it is assumed that the cylindrical body (outer tube) 5 is short without extending up, and freely rotates around the axis at a predetermined height position of the excavation axis. The projecting length of the horizontal shaft body provided in this is made larger than the outer diameter of the excavating blade, and in the excavation process, the tip of the horizontal shaft body enters the outside of the ground excavated by the excavating blade, The rotation of the horizontal shaft body around the excavation axis may be restricted. Further, in the rotation of the excavation shaft, not the striking portion, but the horizontal shaft also rotates integrally with the excavation shaft, while the striking portion stops without rotating, and the projecting piece that rotates together with the horizontal shaft is affected by this striking. It is good also as what rotates around the horizontal-axis line of a horizontal-axis body, hitting a part. That is, in this case, the horizontal shaft body is provided so as to rotate together with the excavation shaft, and the striking portion is provided so as to be freely rotatable around the excavation shaft like the horizontal shaft body in the above example. By configuring the part as described above, the rotation around the excavation axis may be stopped or the rotation may be controlled.

すなわち、本発明は、掘削軸回りの回転が停止、又は制御されるよう横軸体にその横軸線回りに回転可能に外嵌されている横筒状体に設けられている突出片に、掘削軸と共に回転する打撃部が当たるか、掘削軸と共に回転する横軸体にその横軸線回りに回転可能に外嵌されている横筒状体に設けられている突出片に、掘削軸回りの回転が停止、又は制御される設けられている打撃部が当たることで、横軸体に外嵌されている横筒状体の突出片を縦回転させる構成を有する従来公知の地盤改良装置におけるその突出片の横筒状体への取付構造として、広く適用できる。   That is, the present invention excavates the projecting piece provided on the horizontal cylindrical body that is externally fitted to the horizontal shaft body so that the rotation about the drilling axis is stopped or controlled. Rotation around the excavation axis against the projecting piece provided on the horizontal cylindrical body that is externally fitted around the horizontal axis that rotates with the excavation axis, or hits the striking part that rotates with the axis The protrusion in the conventionally known ground improvement device having a configuration in which the protruding piece of the horizontal cylindrical body externally fitted to the horizontal shaft body is rotated vertically by hitting a hitting portion provided to be stopped or controlled. It can be widely applied as a structure for attaching a piece to a horizontal cylindrical body.

1 掘削軸
2 掘削翼
2a 掘削翼の上縁
5 筒状体(支持体)
7 横軸体
11 打撃部
12 横筒状体
13 攪拌体
14 軸貫通孔
15 攪拌片
17 オネジ
21 突出片取付け体
22 凹部
23 突出片取付け体の基端
25 壁貫通孔
27 メネジ
31 ボルト
101 地盤改良装置
G1 掘削軸の軸線
G2 横軸体の横軸線
B 溶接のビード
K 掘削土(土砂)
DESCRIPTION OF SYMBOLS 1 Excavation shaft 2 Excavation blade 2a Upper edge 5 of an excavation blade 5 Cylindrical body (support body)
7 Horizontal shaft body 11 Strike part 12 Horizontal cylindrical body 13 Stirring body 14 Shaft through hole 15 Stirring piece 17 Male screw 21 Protruding piece mounting body 22 Recess 23 Base end 25 of projecting piece mounting body Wall through hole 27 Female thread 31 Bolt 101 Ground improvement Equipment G1 Drilling axis Axis G2 Horizontal shaft B Axis B Welding bead K Drilling soil (earth and sand)

本発明は、地盤改良装置に関し、詳しくは、土木、建築の基礎工事などにおいて、軟弱な地盤を柱状等に掘削しながら石灰系やセメント系のスラリー状の固化剤(以下、単に固化剤ともいう)を吐出して、この固化剤と掘削土(土砂)とを混合、攪拌して固結させることにより、軟弱な地盤を柱状等に固結、成形して、高強度のものに改良するための地盤改良装置に関する。   The present invention relates to a ground improvement device, and more specifically, in civil engineering, building foundation work, etc., a lime-based or cement-based slurry-like solidifying agent (hereinafter also simply referred to as a solidifying agent) while excavating soft ground into a columnar shape or the like. ), And this solidifying agent and excavated soil (earth and sand) are mixed, stirred and solidified to solidify and form a soft ground into a columnar shape and improve it to a high strength one. The present invention relates to a ground improvement device.

この種の地盤改良装置は、従来、回転する掘削軸の先端部近傍に設けられた掘削翼と、該掘削翼の上方に設けられた1又は複数の攪拌翼を有するものが基本である。このものでは、回転する掘削軸の先端を地盤中に押し込み、掘削翼で地盤を掘削すると共に、攪拌翼で掘削した土砂の攪拌を行いながら、上方の攪拌翼とで、掘削軸の先端近傍から吐出される固化剤と、掘削土とを混合、攪拌するというものである。このものでは、掘削土は、掘削軸の回りに、いわば水平方向(横回り)に混合、攪拌されるだけのため、混合、攪拌性に課題があることから、近時は、このような横回りの混合、攪拌に加え、掘削土を、掘削軸から横方に突出するよう設けられた横軸体の回りに、すなわち、縦回りにも混合攪拌することのできる地盤改良装置が提案されている(例えば、特許文献1、特許文献2参照)。   Conventionally, this type of ground improvement device is basically provided with a drilling blade provided near the tip of a rotating drilling shaft and one or more stirring blades provided above the drilling blade. With this, the tip of the rotating excavating shaft is pushed into the ground, the ground is excavated with the excavating blade, and the earth and sand that has been excavated with the agitating blade are stirred, and the upper stirring blade is used from the vicinity of the tip of the excavating shaft. The solidifying agent to be discharged and the excavated soil are mixed and stirred. In this case, since the excavated soil is only mixed and stirred in the horizontal direction (lateral direction) around the excavation axis, there is a problem in mixing and stirring properties. In addition to mixing and stirring around, a ground improvement device has been proposed that can mix and stir excavated soil around a horizontal shaft body that protrudes laterally from the excavating shaft, that is, longitudinally. (For example, refer to Patent Document 1 and Patent Document 2).

特許文献1に記載の地盤改良装置は次のような構成を有している。すなわち、回転する掘削軸と、その先端部近傍に設けられた掘削翼と、該掘削翼の上方であって前記掘削軸に対しその軸線回りに相対的な回転が自在にして外嵌されている支持体(環体)と、該支持体に横方に突出する形で固定されている横軸体と、該横軸体に対しその横軸線回りに相対的な回転が自在にして外嵌されている横筒状体と、該横筒状体の外周面に、該横軸体の横軸線回りに角度間隔をおき、基端部の軸部を介して固定された3以上の突出片と、前記掘削軸が回転し、前記支持体及び前記横軸体が掘削軸回りに回転しないときに、前記突出片に間欠的に当たって該突出片と共に前記横筒状体を前記横軸体の横軸線回りに回転(縦回り)させる打撃部(回転用駆動部)と、を備えている。なお、この地盤改良装置では、横軸体は、前記掘削軸の軸線方向から見て、その先端部が前記掘削翼が回転して該掘削翼の先端が描く円周の外方に位置する長さを有し、横筒状体は、その円周の内方において、該横軸体の軸線(横軸線)回りに回転自在とされている。   The ground improvement device described in Patent Document 1 has the following configuration. That is, a rotating excavation shaft, an excavation blade provided near the tip of the excavation blade, and an outer fitting that is above the excavation blade and freely rotatable relative to the excavation shaft about its axis. A support body (annular body), a horizontal shaft body fixed to the support body so as to project laterally, and externally fitted to the horizontal shaft body so as to be freely rotatable relative to the horizontal axis. A horizontal cylindrical body, and three or more projecting pieces fixed on the outer peripheral surface of the horizontal cylindrical body at an angular interval around the horizontal axis of the horizontal shaft body and fixed through the shaft portion of the base end portion. When the excavation shaft rotates and the support body and the horizontal shaft body do not rotate around the excavation axis, the horizontal cylindrical body is abutted against the protruding piece and the horizontal cylindrical body is moved along the horizontal axis of the horizontal axis body together with the protruding piece. A striking unit (rotating drive unit) that rotates around (vertically rotates). In this ground improvement device, the horizontal shaft body has a length that is located on the outer side of the circumference drawn by the tip of the excavation blade as the tip of the excavation blade rotates as seen from the axial direction of the excavation shaft. The horizontal cylindrical body is rotatable around the axis (horizontal axis) of the horizontal shaft body on the inner side of the circumference thereof.

特許文献1に記載の地盤改良装置では、地面(地盤面)を掘削開始面として該掘削軸を回転させながらその先端(下端)を地盤中に押し込み、下降させ、掘削翼によって掘削がすすむと、横軸体の先端部が地表における掘削径(掘削翼が回転してその先端が描く円周)の周縁の外周(外側)に当たり、そして、横軸体が掘削土中に入り込んでいくと、横軸体は、その先端部が掘削されていない硬めの土によって拘束されるようになり、掘削軸の軸線回りに回転しないようになる。これにより、掘削翼によってその回転方向に回転する土砂(土塊)は、横軸体にて掘削軸の軸線回りの共回りが阻止されると共に、掘削軸の回りに横回りして混合、攪拌される上に、掘削軸と共に回転する例えば掘削軸に設けられた打撃部(回転用駆動部)が横軸体に設けられている筒状体(横筒状体)の突出片に間欠的に当たり、この突出片と筒状体(横筒状体)を横軸体の軸線の回りに回転させる。これにより、横筒状体に設けられた突出片(混合攪拌手段)によって掘削土は、その横軸体の軸線の回り(縦回り)にも混合、攪拌され、いわば三次元的に混合攪拌されるため、その後、固結する改良体は、固結強度も全体としてムラなく安定したものとなる。   In the ground improvement device described in Patent Literature 1, when the excavation shaft is rotated with the ground (ground surface) as the excavation start surface, the tip (lower end) is pushed into the ground and lowered, and excavation proceeds by excavation blades. When the tip of the horizontal shaft hits the outer circumference (outside) of the digging diameter on the ground surface (the circumference drawn by the tip of the drilling blade rotating), and the horizontal shaft enters the excavated soil, The shaft body is constrained by hard soil that has not been excavated, and does not rotate around the axis of the excavation shaft. As a result, the earth and sand (clot) that is rotated in the direction of rotation by the excavating blade is prevented from co-rotating around the axis of the excavating shaft by the horizontal shaft body, and is mixed and stirred around the excavating axis. In addition, the striking part (rotation drive part) provided on the excavating shaft that rotates with the excavating shaft intermittently hits the protruding piece of the cylindrical body (horizontal cylindrical body) provided on the horizontal shaft body, The projecting piece and the tubular body (horizontal tubular body) are rotated around the axis of the horizontal shaft body. As a result, the excavated soil is mixed and stirred around the axis of the horizontal shaft body (longitudinal direction) by the protruding pieces (mixing and stirring means) provided on the horizontal cylindrical body, so to speak, it is mixed and stirred three-dimensionally. Therefore, the improved body to be consolidated thereafter has a stable consolidated strength with no unevenness as a whole.

上記地盤改良装置においては、横軸体を、掘削翼が回転して該掘削翼の先端が描く円周の外方に位置する長さを有するものとして、その先端部が掘削されていない硬めの土によって拘束されることで、横軸体の掘削軸の軸線回りの回転の停止を確保するものとしているが、横軸体の回転を止める手段は、これに限られるものではない。例えば、横軸体をその先端が、掘削翼の先端が描く円周の内方に位置する長さを有するものとしても具体化できる。すなわち、横軸体が設けられている、掘削軸に外嵌されている環体を上方に延ばして筒状体(上下に延びる外管)とし、例えば、この筒状体をその上方において、掘削軸に回転を付与するためにその上端に連結されるモータが取り付けられる重機のマウント(オーガのヘッド)に固定して、この筒状体を回転させないようにしてもよい(特許文献2の図1−図5参照)。また、横軸体を掘削軸と共に回転するものとする一方、打撃部(突設部)を掘削軸に対して相対回転が自在に設け、この打撃部を掘削軸の回転時に停止させ、掘削軸と共に回転するその横軸体に外嵌されている横筒状体に設けられた突出片(攪拌体)を、停止しているその打撃部(共回り防止翼)に当てることで、横軸体を掘削軸まわりに回転(横回り)させながら突出片を縦回りをさせることもできる(特許文献2の図6−図8参照)。   In the ground improvement device, the horizontal shaft body has a length located outside the circumference drawn by the tip of the excavating blade as the excavating blade rotates. Although the rotation of the horizontal shaft body around the axis of the excavation axis is ensured to be stopped by being restrained by the soil, the means for stopping the rotation of the horizontal shaft body is not limited to this. For example, the horizontal shaft body can be embodied as having a length at which the tip is located inward of the circumference drawn by the tip of the excavating blade. That is, a ring body that is provided with a horizontal shaft body and that is externally fitted to a drilling shaft is extended upward to form a cylindrical body (an outer pipe that extends vertically). For example, this cylindrical body is excavated above it. The cylindrical body may be prevented from rotating by being fixed to a heavy equipment mount (auger head) to which a motor connected to the upper end of the shaft is attached in order to impart rotation to the shaft (FIG. 1 of Patent Document 2). -See Fig. 5). Further, the horizontal shaft body is rotated together with the excavation shaft, while the striking portion (projecting portion) is provided so as to be relatively rotatable with respect to the excavation shaft, and the striking portion is stopped when the excavation shaft is rotated. The projecting piece (stirring body) provided on the horizontal cylindrical body that is externally fitted to the horizontal shaft body that rotates together with the striking portion (co-rotation prevention wing) that is stopped is applied to the horizontal shaft body. It is also possible to rotate the projecting piece vertically while rotating (rotating horizontally) around the excavation axis (see FIGS. 6 to 8 of Patent Document 2).

ところで、前記したような従来の三次元の混合攪拌が得られる地盤改良装置(特許文献2では掘削攪拌装置)において、突出片は、横軸体の軸線回り(横軸線回り)に回転するように設けられている鋼製の筒状体(横筒状体)の外周面において、横軸線方向から見て例えば等角度間隔(放射状配置)で外方に延びる形で設けられているが、この突出片の横筒状体の外周面に対する固定は、通常、その突出片も鋼製で、丸棒等の棒材であり、製造やメンテナンス等の容易さから、突出片の基端部である軸部の端面を横筒状体の外周面に突き合せ、その突き合せ面の外周縁(隅角)において、その外周縁に沿って溶接する溶接構造とされていた。   By the way, in the ground improvement device (excavation stirrer in Patent Document 2) capable of obtaining the conventional three-dimensional mixed stirring as described above, the projecting piece is rotated around the axis of the horizontal shaft (around the horizontal axis). On the outer peripheral surface of the provided steel cylindrical body (horizontal cylindrical body), for example, it is provided in a form extending outward at equal angular intervals (radial arrangement) when viewed from the horizontal axis direction. The fixing of the piece to the outer peripheral surface of the horizontal cylindrical body is usually made of steel, and is a rod such as a round bar. From the standpoint of ease of manufacturing and maintenance, the shaft that is the base end of the protruding piece The end surface of the part is abutted against the outer peripheral surface of the horizontal cylindrical body, and the outer peripheral edge (corner angle) of the abutting surface is welded along the outer peripheral edge.

特開平8−120665号公報JP-A-8-120665 特開2001−3352号公報JP 2001-3352 A

一方、上記したような三次元的な掘削土の混合攪拌を伴う地盤改良装置(掘削攪拌装置)においては、そのいずれにおいても、施工(混合攪拌)過程で、横筒状体に設けられている突出片に間欠的な打撃が与えられ、それが繰り返されることで、横筒状体とともに、この突出片が横軸体の横軸線の回りに断続的に回転して、その縦回りが得られる構造となっている。このため、その突出片の横筒状体の外周面への固定部(溶接箇所)には、その打撃の度に、大きな外力と共に大きなモーメントが作用することから、その溶接の破断が生じたり、その破断に起因して突出片が脱落してしまうということがあった。また、このように突出片を横筒状体の外周面に直接溶接していた固定構造では、突出片が、丸棒のように比較的細長いものとなるため、その回転のための打撃を受けることで曲げ変形を生じ易く、したがって、突出片の寿命が短くなりがちであった。   On the other hand, in the ground improvement device (excavation agitation device) with three-dimensional excavation soil mixing and stirring as described above, any of them is provided in the horizontal cylindrical body during the construction (mixing and stirring) process. By intermittently hitting the projecting piece and repeating it, the projecting piece is intermittently rotated around the horizontal axis of the horizontal shaft body together with the horizontal cylindrical body, and the vertical rotation is obtained. It has a structure. For this reason, since a large moment acts together with a large external force on the fixed portion (welded spot) of the projecting piece to the outer peripheral surface of the horizontal cylindrical body, a breakage of the welding occurs, Due to the breakage, the protruding piece sometimes fell off. Further, in the fixed structure in which the protruding piece is directly welded to the outer peripheral surface of the horizontal cylindrical body in this way, the protruding piece is relatively elongated like a round bar, and thus receives a blow for its rotation. As a result, bending deformation tends to occur, and thus the life of the protruding piece tends to be shortened.

このように、突出片における溶接の破断や、その未然防止のため、或いは、大きな曲げ変形の発生に対しては、その補修、交換のための溶接を伴う作業が余儀なくされる。しかし、このような作業が、特に、地盤改良の施工現場での作業となるような場合には、その補修、交換作業に多大の困難さがあり、工事遅延の原因ともなっていた。というのは、溶接機の施工現場への常設は容易でない等の事情があるためである。   As described above, in order to prevent welding breakage in the projecting piece, to prevent it, or to generate a large bending deformation, work involving welding for repair and replacement is unavoidable. However, in particular, when such work becomes work at a construction site for ground improvement, there is a great difficulty in the repair and replacement work, which causes a delay in construction. This is because there are circumstances such as it is not easy to permanently install the welding machine at the construction site.

本発明は、三次元的な掘削土の混合攪拌を行うための構造を有する上記したような地盤改良装置におけるところの、突出片の横筒状体に対する溶接による取付構造に起因する前記課題に鑑みてなされたもので、その溶接の破断や、突出片の曲がり変形の発生の防止や、その交換作業の簡易迅速化を可能とする突出片の横筒状体に対する取付構造を提供することをその目的とする。   The present invention is based on the above-mentioned problem caused by the mounting structure by welding the protruding piece to the horizontal cylindrical body in the ground improvement device as described above having a structure for mixing and stirring three-dimensional excavated soil. It is an object of the present invention to provide a mounting structure for a projecting piece to a horizontal cylindrical body that can prevent breakage of the welding, bend deformation of the projecting piece, and simplify and speed up the replacement work. Objective.

請求項1に記載の本発明は、回転する掘削軸と、その先端部近傍に設けられた掘削翼と、該掘削翼の上方であって前記掘削軸に、該掘削軸の横方に突出する形で設けられた横軸体と、該横軸体に対しその横軸線回りに相対的な回転が自在にして外嵌されている横筒状体と、該横筒状体の外周面に該横軸体の横軸線回りに角度間隔をおき、基端部の軸部を介して固定された3以上の突出片と、前記掘削軸が回転するときに、前記突出片に間欠的に当たって該突出片と共に前記横筒状体を前記横軸体の横軸線回りに回転させる打撃部と、を備えてなる地盤改良装置であって、
前記横筒状体の外周面に、前記突出片の基端部をなす軸部を収容可能の凹部を備えて該軸部の外径より基端が大径をなす突出片取付け体が、該突出片取付け体の基端面が突き合せ状態とされて該基端面の外周縁において溶接されてなると共に、前記突出片の基端部をなす軸部が、該突出片取付け体の凹部内に収容され、該突出片が溶接によることなく該凹部に対して抜け止め構造で、着脱可能に取り付けられている地盤改良装置において、
前記突出片取付け体は、筒状又は環状をなし、前記凹部が、該筒状又は環状の内周面の内側であり、該筒状又は環状の外周面が、横断面で略正方形をなし、前記横筒状体の前記横軸体の横軸線回りの回転において、該突出片取付け体が該正方形の対角方向に回転するように溶接されていることを特徴とする。
The present invention described in claim 1 is a rotating excavation shaft, an excavation blade provided near the tip of the excavation shaft, and protrudes laterally of the excavation shaft above the excavation blade and to the excavation shaft. A horizontal shaft body provided in a shape, a horizontal cylindrical body that is externally fitted to the horizontal shaft body so as to be rotatable around the horizontal axis line, and an outer peripheral surface of the horizontal cylindrical body. Three or more projecting pieces fixed at an angular interval around the horizontal axis of the horizontal shaft body and fixed through the shaft portion of the base end portion, and when the excavation shaft rotates, the projecting pieces intermittently hit the projecting pieces. A ground improvement device comprising a striking portion that rotates the horizontal cylindrical body around a horizontal axis of the horizontal shaft body together with a piece ,
A projecting piece mounting body having a recess capable of accommodating a shaft portion forming the base end portion of the projecting piece on the outer peripheral surface of the horizontal cylindrical body, the base end having a larger diameter than the outer diameter of the shaft portion, The base end surface of the projecting piece mounting body is brought into a butted state and is welded at the outer peripheral edge of the base end surface, and the shaft portion forming the base end portion of the projecting piece is accommodated in the recess of the projecting piece mounting body. In the ground improvement device in which the protruding piece is detachably attached to the recess without being welded ,
The protruding piece mounting body has a cylindrical shape or an annular shape, the concave portion is an inner side of the cylindrical or annular inner peripheral surface, and the cylindrical or annular outer peripheral surface has a substantially square shape in a cross section, In the rotation of the horizontal cylindrical body around the horizontal axis, the protruding piece mounting body is welded so as to rotate in the diagonal direction of the square .

請求項2に記載の本発明は、前記横筒状体は多角形筒状をなし、前記突出片取付け体は、その基端面が平面をなして前記横筒状体の外周面をなす平面に突き合されて溶接されていることを特徴とする請求項1に記載の地盤改良装置である。   According to a second aspect of the present invention, the horizontal cylindrical body has a polygonal cylindrical shape, and the protruding piece mounting body has a flat surface whose base end surface forms a flat surface and forms the outer peripheral surface of the horizontal cylindrical body. The ground improvement device according to claim 1, wherein the ground improvement device is abutted and welded.

請求項3に記載の本発明は、前記突出片の基端部には、その軸部における軸方向と交差する方向に軸貫通孔が設けられており、前記突出片取付け体の前記凹部の対向する内壁面のうち、該凹部に前記突出片の基端部をなす軸部が収容された時の前記軸貫通孔に一致する位置には、該凹部の壁を貫通する壁貫通孔が設けられており、
前記抜け止め構造が、前記突出片の基端部をなす軸部が前記凹部に収容されている状態で、前記壁貫通孔と前記軸貫通孔を貫通してボルトが通されるボルト締めによるものである請求項1又は2のいずれか1項に記載の地盤改良装置である。
According to a third aspect of the present invention, the base end portion of the protruding piece is provided with a shaft through hole in a direction intersecting the axial direction of the shaft portion, and is opposed to the concave portion of the protruding piece mounting body. A wall through hole that penetrates the wall of the recess is provided at a position that coincides with the shaft through hole when the shaft forming the base end of the protruding piece is accommodated in the recess. And
The retaining structure is by bolt tightening in which a bolt is passed through the wall through hole and the shaft through hole in a state where the shaft portion forming the base end portion of the protruding piece is accommodated in the recess. It is a ground improvement apparatus of any one of Claim 1 or 2.

請求項4に記載の本発明は、前記突出片の基端部には、その軸部における軸方向と交差する方向に軸貫通孔が設けられており、前記突出片取付け体の前記凹部の対向する内壁面のうち、該凹部に前記突出片の基端部をなす軸部が収容された時の前記軸貫通孔に一致する位置には、該凹部の壁を貫通する壁貫通孔が設けられており、
前記抜け止め構造が、前記突出片の基端部をなす軸部が前記凹部に収容されている状態で、前記壁貫通孔と前記軸貫通孔を貫通する割ピンの挿入によるものである請求項1又は2のいずれか1項に記載の地盤改良装置である。
According to a fourth aspect of the present invention, the base end portion of the projecting piece is provided with a shaft through hole in a direction intersecting the axial direction of the shaft portion, and is opposed to the recess of the projecting piece mounting body. A wall through hole that penetrates the wall of the recess is provided at a position that coincides with the shaft through hole when the shaft forming the base end of the protruding piece is accommodated in the recess. And
2. The retaining structure according to claim 1, wherein a shaft portion forming a base end portion of the protruding piece is inserted into the wall through hole and a split pin penetrating the shaft through hole in a state where the shaft portion is accommodated in the recess. It is the ground improvement apparatus of any one of 1 or 2.

請求項5に記載の本発明は、前記突出片の基端部をなす軸部の外周面にオネジが設けられ、前記凹部の内周面にメネジが設けられて、前記抜け止め構造が、該オネジの該メネジへのネジ締め構造とされている請求項1又は2のいずれか1項に記載の地盤改良装置である。   According to a fifth aspect of the present invention, a male screw is provided on the outer peripheral surface of the shaft portion that forms the base end portion of the protruding piece, and a female screw is provided on the inner peripheral surface of the concave portion. The ground improvement device according to any one of claims 1 and 2, wherein the male screw has a screw fastening structure to the female screw.

上記従来の地盤改良装置は、その使用過程で、突出片には、間欠的又は断続的に大きな打撃が加わるため、それ自体に曲りや摩耗といった変形や損傷に加え、それが横筒状体に直接溶接で固定されていることから、溶接破断やそれによる突出片の脱落が生じていたのは上記したとおりである。一方、本発明に係る地盤改良装置では、横筒状体に対する突出片の固定が上記構成の取り付け構造を有しているため、次のような特有の効果が得られる。   In the above-mentioned conventional ground improvement device, in the course of its use, the projecting piece is intermittently or intermittently subjected to a large blow, so that in addition to deformation and damage such as bending and wear, it becomes a horizontal cylindrical body. Since it is fixed by direct welding, the welding breakage and the dropout of the protruding piece are caused as described above. On the other hand, in the ground improvement device according to the present invention, since the fixing of the protruding piece to the horizontal cylindrical body has the mounting structure having the above-described configuration, the following specific effects can be obtained.

本発明に係る地盤改良装置では、横筒状体に対する突出片の固定が、横筒状体の外周面に基端面を突き合せて溶接された突出片取付け体を介在させての固定であり、この突出片取付け体の横筒状体の外周面への溶接箇所であるその基端部は、その外径が、突出片の軸部の外径より大きい。したがって、従来の地盤改良装置のように、突出片の基端面を横筒状体の外周面に直接、突き合せて溶接していた固定構造に比べると、溶接長(溶接範囲)を長く確保できるから、溶接強度のアップを図ることができる。このため、その溶接の破断の防止に有効であり、その破断に起因する突出片の脱落防止に有効である。   In the ground improvement device according to the present invention, the fixing of the protruding piece to the horizontal cylindrical body is fixing with a protruding piece mounting body that is welded by abutting the base end face to the outer peripheral surface of the horizontal cylindrical body, The outer diameter of the base end portion, which is a welded portion of the protruding piece mounting body to the outer peripheral surface of the horizontal cylindrical body, is larger than the outer diameter of the shaft portion of the protruding piece. Therefore, as compared with a fixed structure in which the base end surface of the projecting piece is directly butted against the outer peripheral surface of the horizontal cylindrical body as in the conventional ground improvement device, a longer welding length (welding range) can be secured. Therefore, the welding strength can be increased. For this reason, it is effective in preventing the fracture of the weld, and effective in preventing the protruding piece from falling off due to the fracture.

その上、本発明に係る地盤改良装置では、突出片は、横筒状体の外周面に溶接されている突出片取付け体内に、基端部をなす軸部が収容されている分、突出片自体の突出長を、突出片を横筒状体の外周面に直接、突き合せ溶接していた従来のそれに比べ、小さくできる。このため、突出片が、その回転(縦回り)のための打撃を受けても曲げ変形を生じ難い。したがって、突出片の寿命の延長が図られる。   Moreover, in the ground improvement device according to the present invention, the protruding piece is the protruding piece because the shaft portion forming the base end portion is accommodated in the protruding piece mounting body welded to the outer peripheral surface of the horizontal cylindrical body. The protruding length of itself can be made smaller than that of the conventional case where the protruding piece is directly butt welded to the outer peripheral surface of the horizontal cylindrical body. For this reason, even if a protrusion piece receives the impact for the rotation (vertical rotation), it is hard to produce bending deformation. Therefore, the lifetime of the protruding piece is extended.

しかも、本発明に係る地盤改良装置では、突出片が変形して交換する必要があるとしても、突出片取付け体内に収容される突出片の固定は、溶接に因らないため、現場での交換の簡易迅速化、作業の効率化が図られる。その上、本発明に係る地盤改良装置においては、前記突出片取付け体は、筒状又は環状をなし、前記凹部が、該筒状又は環状の内周面の内側であり、該筒状又は環状の外周面が、横断面で略正方形をなし、前記横筒状体の前記横軸体の横軸線回りの回転において、該突出片取付け体が該正方形の対角方向に回転するように溶接されているから、次のような特有の効果が得られる。すなわち、このような溶接構造としてあるため、前記突出片取付け体が正方形のその対角方向に回転することになるから、その対辺方向に回転する場合に比べ、土砂の切れがよく、しかも、その縦回りにおける抵抗も小さく出来る。 Moreover, in the ground improvement device according to the present invention, even if the projecting piece needs to be changed and replaced, the fixing of the projecting piece accommodated in the projecting piece mounting body does not depend on welding. simple faster, Ru been achieved the efficiency of work. Moreover, in the ground improvement device according to the present invention, the protruding piece mounting body has a cylindrical shape or an annular shape, and the concave portion is an inner side of the cylindrical or annular inner peripheral surface. The outer peripheral surface of the horizontal cylindrical body has a substantially square shape and is welded so that the projecting piece mounting body rotates in a diagonal direction of the square in the rotation of the horizontal cylindrical body around the horizontal axis. Therefore, the following specific effects can be obtained. That is, since it has such a welded structure, the projecting piece mounting body rotates in the diagonal direction of the square, so the earth and sand are cut better than in the case of rotating in the opposite direction, and the The resistance in the longitudinal direction can also be reduced.

請求項2に記載のように、平面同士の突き合せによる溶接とすることで、溶接構造の単純化と共に、その強度アップが図られる。前記抜け止め構造は、請求項3に記載のようにボルト締めを用いたり、請求項4に記載のように割ピンを用いたり、請求項5に記載のようなネジ締めを用いたりして、着脱可能に取り付ければよい。 According to the second aspect of the present invention, the welding is simplified by butting the flat surfaces, and the weld structure is simplified and the strength is increased. The retaining structure uses bolt tightening as described in claim 3, or uses split pins as described in claim 4, or uses screw tightening as described in claim 5, What is necessary is just to attach so that attachment or detachment is possible .

「突出片取付け体」が相違する点において本発明の地盤改良装置とは相違する「参考例」としての地盤改良装置概略構成を示す正面図(立面図)。Front view illustrating a schematic configuration of a soil improvement device as a "reference example" which is different from the soil improvement apparatus of the present invention in that the "projecting piece mounting body" is different (elevation). 図1の地盤改良装置おいて矢印A1方向から見た図(右側面図)であって、掘削軸回りの回転が止められている横筒状体の突出片に、掘削軸の回転により打撃部が当たり、突出片と共に横筒状体が横軸線回りに回転する状態の説明図。FIG. 2 is a diagram (right side view) seen from the direction of arrow A1 in the ground improvement device of FIG. Explanatory drawing of the state which a horizontal cylinder rotates around a horizontal axis line with a protrusion piece. 図1のP1部分の拡大図。The enlarged view of P1 part of FIG. 図3のS1−S1線において突出片の取付状態を説明する一部破断面図。The partially broken sectional view explaining the attachment state of a protrusion piece in the S1-S1 line | wire of FIG. 図4のP2部分の拡大図。The enlarged view of P2 part of FIG. 図3において、突出片取付け体を正方形筒状のものに変更した、本発明の実施形態例を説明する図。The figure explaining the example of embodiment of this invention which changed the protrusion piece attachment body into the thing of square cylinder shape in FIG. 図4において、突出片の別の取付状態を説明する一部破断面図。In FIG. 4, the partially broken sectional view explaining another attachment state of a protrusion piece.

本発明に係る地盤改良装置(地盤改良用の掘削攪拌装置)の実施形態例について説明する前に、「突出片取付け体」が相違する点において本発明の地盤改良装置とは相違する「参考例」としての地盤改良装置について、図1ないし図5を参照して詳細に説明する。図中、101は地盤改良装置であり、1は略円筒状(若しくは中空円柱状)をなす掘削軸(回転駆動軸)であって、上方に設けられる図示しない回転駆動手段によって回転する構成とされており、その下端部(掘削軸の先端部)近傍には地盤を掘削する所定の径(掘削径D)をもつ掘削翼2が、溶接によりその掘削軸1に対してほぼ直角方向で突出するように設けられている。なお、掘削軸1の下端部近傍には、スラリー状の固化剤の吐き出し口1aが設けられており、図示しない固化剤が圧送源から掘削軸1の内側を通って掘削土K中に吐出されるように構成されている。 Before explaining the embodiment of the ground improvement device (excavation stirring device for ground improvement) according to the present invention, the “reference example” is different from the ground improvement device of the present invention in that the “projection piece mounting body” is different. ”Will be described in detail with reference to FIGS. 1 to 5. In the figure, 101 is a ground improvement device, 1 is an excavation shaft (rotation drive shaft) having a substantially cylindrical shape (or hollow column shape), and is configured to rotate by a rotation drive means (not shown) provided above. An excavation blade 2 having a predetermined diameter (excavation diameter D) for excavating the ground protrudes in a direction substantially perpendicular to the excavation axis 1 by welding near the lower end (distal end of the excavation axis). It is provided as follows. In the vicinity of the lower end portion of the excavation shaft 1, a slurry-like solidifying agent discharge port 1a is provided, and a solidifying agent (not shown) is discharged from the pumping source through the inside of the excavation shaft 1 into the excavated soil K. It is comprised so that.

掘削軸1の外周には次記する横軸体7の支持体として筒状体(円管)5が外嵌、装着されて、二重管構造を呈している。筒状体5の下端部は、掘削翼2より所定高さ上方に位置するように保持されている。筒状体5の上端部は、筒状体5を掘削軸1の軸線回りに回転させないように、掘削軸を回転させる図示しない回転駆動手段(モータ)を固定しているマウントに固定されるか、別の回転駆動手段(モータ)に連結されて掘削軸1と同方向にそれと異なる回転数で、又は逆方向に適宜の回転数で掘削軸1の軸線G1回りに回転するように構成されている。   A cylindrical body (circular pipe) 5 is externally fitted and attached to the outer periphery of the excavation shaft 1 as a support body of the horizontal shaft body 7 described below, and has a double pipe structure. The lower end portion of the cylindrical body 5 is held so as to be positioned above the excavating blade 2 by a predetermined height. Is the upper end of the cylindrical body 5 fixed to a mount that fixes a rotation drive means (motor) (not shown) that rotates the excavation shaft so that the cylindrical body 5 does not rotate around the axis of the excavation shaft 1? It is connected to another rotation driving means (motor) and is configured to rotate around the axis G1 of the excavating shaft 1 at a different rotational speed in the same direction as the excavating shaft 1 or at an appropriate rotational speed in the opposite direction. Yes.

一方、筒状体1の下端部寄り部位の両外側には、筒状体5に対して略直角で、横に略直線状に延びる断面円形の棒状をなす横軸体7が、図1の左右において、掘削翼2の外径と同じか、それより短めの突出長で突出するように設けられている。そして、この左右の横軸体7にはそれぞれ横軸(横軸線)G2回りに回転自在に筒状の横筒状体12、12が外嵌(遊嵌)されている。ただし、横筒状体12は、横軸体7の端部に設けられた大径の拡径部10にて、横軸体7から抜け出ない構造とされている。   On the other hand, on both outer sides of the portion closer to the lower end of the cylindrical body 1, a horizontal shaft body 7 having a circular cross-section extending substantially linearly to the side at a right angle with respect to the cylindrical body 5 is shown in FIG. On the left and right sides, the outer diameter of the excavating blade 2 is the same as or shorter than the outer diameter. The left and right horizontal shaft bodies 7 are externally fitted (freely fitted) with tubular horizontal cylindrical bodies 12 and 12 that are rotatable about a horizontal axis (horizontal axis line) G2. However, the horizontal cylindrical body 12 has a structure in which the large diameter enlarged portion 10 provided at the end of the horizontal shaft body 7 does not come out of the horizontal shaft body 7.

横筒状体12は、円管(外周面も円である円筒状のもの)でもよいが、本参考例(以下、「本例」又は「上記例」ともいう)では多角形筒状(内周面が横断面、円形で、外周面が横断面で正方形)をなしている(図2、図4、図5参照)。そして、その横筒状体12の外側(外周面)の掘削軸1寄り部位には、詳細は後述するが、横軸体7の横軸線G2方向から見て(横軸線回りに)略等角度間隔(90度間隔)で、詳細は後述するが、突出片13をなす丸棒が突出状に、放射状配置で設けられており(図2、図4、図5参照)、横筒状体12と共に横軸線G2回りに回転自在とされている。なお、掘削軸1のうち、横軸体7と掘削翼2との上下間には、突出片13を横軸線G2回りに回転させるため、丸棒状の打撃部(回転駆動手段)11が、掘削軸1に直角となるようにして固定されており、例えば、横軸体7の掘削軸1回りの回転が止められているとき、掘削軸1とともに回転するその打撃部11が、横筒状体12に設けられている突出片13に間欠的(断続的)に当たり、突出片13が横筒状体12と共に横軸線G2回りに間欠的に回転(縦回り)できるよう、突出片13と打撃部11との長さ、及び配置で設けられている。なお、地盤を掘削し、突出片13が縦回りすることで、掘削土を横軸線G2回りに混合攪拌するため、突出片13は攪拌体の役割をも担うのであるが、本例では、横筒状体12の外周面のうち、突出片13より外方(掘削軸と反対側)に、それとは別に、それより短めの丸棒からなる攪拌体15が、突出片13と同様の等角度間隔で、溶接により設けられており、掘削土の横軸線G2回りの混合攪拌性を高めている。なお、独立の打撃部11を設けることなく、掘削翼2の上縁部位2aが、突出片13、13に当たって、突出片13と共に横筒状体12を回転させるようにしてもよい。 The horizontal cylindrical body 12 may be a circular tube (a cylindrical shape whose outer peripheral surface is also a circle), but in this reference example (hereinafter also referred to as “this example” or “the above example”) , The circumferential surface has a cross section and a circular shape, and the outer circumferential surface has a cross section and a square shape (see FIGS. 2, 4, and 5). The outer tubular outer body 12 near the excavation axis 1 is described in detail later, but is substantially equiangular when viewed from the direction of the horizontal axis G2 of the horizontal axis 7 (around the horizontal axis). Although the details will be described later at intervals (intervals of 90 degrees), the round bars forming the protruding pieces 13 are provided in a protruding manner in a radial arrangement (see FIGS. 2, 4 and 5), and the horizontal cylindrical body 12 is provided. At the same time, it is rotatable around the horizontal axis G2. Of the excavating shaft 1, between the upper and lower sides of the horizontal shaft body 7 and the excavating blade 2, the projecting piece 13 is rotated about the horizontal axis G2, so that a round bar-shaped striking portion (rotation driving means) 11 is excavated. For example, when the rotation of the horizontal shaft body 7 around the excavation shaft 1 is stopped, the striking portion 11 that rotates together with the excavation shaft 1 is a horizontal cylindrical body. The projecting piece 13 and the striking portion so that the projecting piece 13 intermittently (intermittently) hits the projecting piece 13 provided on the projecting piece 12 and can rotate intermittently (vertically) around the horizontal axis G2 together with the horizontal cylindrical body 12. 11 and the length and arrangement. In addition, since the excavated soil is mixed and stirred around the horizontal axis G2 by excavating the ground and the protruding piece 13 is rotated vertically, the protruding piece 13 also serves as a stirring body. On the outer peripheral surface of the cylindrical body 12, the stirrer 15 made of a round bar shorter than the protruding piece 13 (on the side opposite to the excavation shaft) is the same angle as the protruding piece 13. It is provided by welding at intervals, and the mixing agitation around the horizontal axis G2 of the excavated soil is enhanced. In addition, without providing the independent hit | damage part 11, you may make it rotate the horizontal cylindrical body 12 with the protrusion piece 13 when the upper edge part 2a of the excavation blade 2 hits the protrusion pieces 13 and 13.

次に、横筒状体12の外周面への突出片13の取付構造について説明する(図4、図5参照)。本例では、この横筒状体12の外周面(平面)に、突出片取付け体21が次のようにして溶接されている。すなわち、横筒状体12の外周面である平面に、突出片13の基端部(横筒状体12側の端部)をなす軸部を収容可能の内径で貫通する凹部22を有し、該軸部の外径より基端23が大径をなす短円筒形状を呈する突出片取付け体21が、該突出片取付け体21の基端面(平面)を突き合せ状態とし、基端面の外周縁(円)に沿って溶接ビード(図中のダブルハッチング参照)Bが存するように(図3−図5参照)、すなわち、横筒状体12の外周面(平面)と、突出片取付け体21の外周面との隅角に沿って溶接ビードBが存するように溶接されている。そして、突出片13の基端部をなす軸部が、突出片取付け体21の凹部(短円筒)22内に収容され、突出片13は、次記するように溶接によることなくボルト締めで、この凹部22に、抜け止め構造で着脱可能に取り付けられている。なお、突出片取付け体21は、本例では貫通する筒状のものとしたが、有底の筒体としてもよい。   Next, the attachment structure of the protrusion piece 13 to the outer peripheral surface of the horizontal cylindrical body 12 is demonstrated (refer FIG. 4, FIG. 5). In this example, the protruding piece mounting body 21 is welded to the outer peripheral surface (plane) of the horizontal cylindrical body 12 as follows. In other words, the flat surface that is the outer peripheral surface of the horizontal cylindrical body 12 has a recess 22 that penetrates the shaft portion that forms the base end portion (end portion on the horizontal cylindrical body 12 side) of the protruding piece 13 with an inner diameter that can be accommodated. The projecting piece mounting body 21 having a short cylindrical shape whose base end 23 has a larger diameter than the outer diameter of the shaft portion makes the base end surface (planar surface) of the projecting piece mounting body 21 abutted, and the outside of the base end surface. A weld bead (see double hatching in the figure) B exists along the periphery (circle) (see FIGS. 3 to 5), that is, the outer peripheral surface (plane) of the horizontal cylindrical body 12 and the protruding piece mounting body. It welds so that the weld bead B exists along the corner angle with the outer peripheral surface of 21. And the axial part which makes the base end part of the protrusion piece 13 is accommodated in the recessed part (short cylinder) 22 of the protrusion piece attachment body 21, and the protrusion piece 13 is bolted without welding as described below, The recess 22 is detachably attached with a retaining structure. In addition, although the protrusion piece attachment body 21 was made into the cylindrical shape penetrated in this example, it is good also as a bottomed cylinder body.

突出片13の取付構造は、それが凹部22に対して抜け止め構造で着脱可能であればよいが、本例では、凹部(短円筒)22内に収容されている突出片13の基端部(軸部)において、その軸と直角方向にボルト31を通した抜け止め構造をなし、ボルト31の先端においてナット35を締め付けてなる着脱可能のものとしている。すなわち、本例では、突出片13の基端部には、その軸部における軸方向と交差する方向に軸貫通孔14が設けられており、突出片取付け体21の凹部22の対向する内壁面であって、凹部22に突出片13の基端部をなす軸部が収容された時において軸貫通孔14に一致する位置には、凹部22の壁を貫通する壁貫通孔25が設けられており、その収容状態で、壁貫通孔25と前記軸貫通孔14を貫通してボルト31が通され、そのボルト31の先端をナット35で締めるボルト締めによっている。   The mounting structure of the projecting piece 13 is not limited as long as it can be attached to and detached from the recess 22 with a retaining structure, but in this example, the base end of the projecting piece 13 accommodated in the recess (short cylinder) 22 The (shaft portion) has a retaining structure in which a bolt 31 is passed through in a direction perpendicular to the shaft, and is detachable by tightening a nut 35 at the tip of the bolt 31. That is, in this example, the base end portion of the projecting piece 13 is provided with the shaft through hole 14 in a direction intersecting the axial direction of the shaft portion, and the inner wall surface of the projecting piece mounting body 21 facing the concave portion 22. In addition, a wall through hole 25 that penetrates the wall of the recess 22 is provided at a position that coincides with the shaft through hole 14 when the shaft portion that forms the base end portion of the protruding piece 13 is accommodated in the recess 22. In this accommodated state, the bolt 31 is passed through the wall through hole 25 and the shaft through hole 14, and the bolt 31 is tightened with a nut 35 to tighten the tip of the bolt 31.

このような本例では、外管である筒状体5を回転させることなく掘削軸1を回転させると、図2の左図及び右図に示したように、打撃部11が回転し、左右の横軸体7に外嵌されている横筒状体12に設けられている突出片(丸棒)13、13に、間欠的に当たり、突出片13は横軸線G2回りに横筒状体12と共に回転する(縦回転する)。なお、本例では、構造上、左右の横軸体7における突出片13はその軸線G2方向から見たとき、互いに反対側に回転する。   In this example, when the excavation shaft 1 is rotated without rotating the cylindrical body 5 that is the outer tube, the striking portion 11 rotates as shown in the left and right views of FIG. The projecting piece 13 intermittently hits the projecting pieces (round bars) 13 and 13 provided on the lateral cylindrical body 12 that is externally fitted to the lateral shaft body 7, and the projecting piece 13 extends around the lateral axis G <b> 2. Rotate with (rotate vertically). In this example, structurally, the protruding pieces 13 in the left and right horizontal shaft bodies 7 rotate in opposite directions when viewed from the direction of the axis G2.

このような本例の地盤改良装置101は、その構造に基づき、掘削軸1が回転しながら地盤中(土中)に入り込むと掘削翼2により掘削が始まり、土砂Kは掘削翼2にて掘削軸1の回りに混合攪拌され、地盤は掘削翼2の径とほぼ同径の掘削径Dでもって円柱状に掘削されていく。この際、筒状体5は停止しているか、逆転しているか、掘削軸1と同方向に異なる回転数で回転するように制御されるが、その掘削工程では、上記したように、掘削軸1に設けられた打撃部11が横筒状体12に設けられた突出片13、13に間欠的に当たって、突出片13および攪拌片15を横軸体7の軸線G2回りに回転させ、その状態の下で掘削がすすむことから、掘削土(土砂)Kは三次元的に混合攪拌される。   Based on the structure of the ground improvement device 101 of this example, when the excavating shaft 1 rotates and enters the ground (in the soil), excavation starts with the excavating blade 2, and the sediment K is excavated with the excavating blade 2. The ground is mixed and stirred around the shaft 1, and the ground is excavated in a cylindrical shape with an excavation diameter D that is substantially the same as the diameter of the excavation blade 2. At this time, the cylindrical body 5 is stopped, reversed, or controlled to rotate at a different rotational speed in the same direction as the excavation shaft 1, but in the excavation process, as described above, the excavation shaft The striking part 11 provided in 1 hits the projecting pieces 13 and 13 provided in the horizontal cylindrical body 12 intermittently, and the projecting piece 13 and the stirring piece 15 are rotated around the axis G2 of the horizontal shaft body 7, The excavation soil (sediment) K is mixed and stirred three-dimensionally.

一方、この混合攪拌過程で、打撃部11による打撃を受ける突出片13は、横筒状体12の外周面に基端面を突き合せて溶接された突出片取付け体21を介し、その凹部22内に基端部を挿入させることによる取付構造を有している。そして、この突出片取付け体21のうちの、横筒状体12の外周面への溶接箇所である基端23は、その外径が、突出片13の軸部の外径より大きい。すなわち、従来の地盤改良装置のように、突出片の基端面を横筒状体の外周面に直接、突き合せて溶接していた固定構造に比べると、溶接長(ビードの軸部回りの周長)を長く確保できるから、溶接強度のアップを図ることができる。このため、突出片取付け体21の横筒状体12への溶接箇所の破断の防止に有効であり、その破断に起因する突出片13の脱落防止に有効である。とくに、本例では、突出片取付け体21の横筒状体12の外周面への溶接を、互いの平面同士による突き合せでの溶接としているため、溶接構造の単純化も図られる。ただし、図示はしないが、横筒状体12は、その横断面(外周)が、本例におけるような正方形ではなく、円形をなす円管(円筒)状のものとしてもよいなど、その形状は適宜のものとすることができる。なお、突出片取付け体は、その端面の外周縁の全体が、横筒状体12の外周面に突き合せ状となる構造で溶接するのがよい。   On the other hand, in this mixing and stirring process, the projecting piece 13 that is hit by the striking part 11 passes through the projecting piece mounting body 21 that is welded by abutting the base end face to the outer peripheral surface of the horizontal cylindrical body 12, and in the recess 22. It has a mounting structure by inserting the base end portion into the. Of the protruding piece mounting body 21, the base end 23, which is a welded portion to the outer peripheral surface of the horizontal cylindrical body 12, has an outer diameter larger than the outer diameter of the shaft portion of the protruding piece 13. That is, compared to a fixed structure in which the base end surface of the protruding piece is directly butted against the outer peripheral surface of the horizontal cylindrical body as in the conventional ground improvement device, the welding length (the circumference around the shaft portion of the bead) is reduced. Long) can be secured for a long time, so that the welding strength can be increased. For this reason, it is effective in preventing the breakage of the welded portion of the protruding piece mounting body 21 to the horizontal cylindrical body 12, and effective in preventing the protruding piece 13 from falling off due to the breaking. In particular, in this example, since welding to the outer peripheral surface of the horizontal cylindrical body 12 of the protruding piece mounting body 21 is welding by butting with each other, the welding structure can be simplified. However, although not shown, the horizontal cylindrical body 12 may have a circular cross-section (outer periphery) that is not a square as in the present example, but a circular tube (cylindrical) shape. It can be appropriate. In addition, it is good to weld the protrusion piece attachment body by the structure where the whole outer periphery of the end surface becomes butted shape to the outer peripheral surface of the horizontal cylindrical body 12. FIG.

また、本例では、突出片13は、横筒状体12の外周面に溶接されている突出片取付け体21内に、基端部をなす軸部が収容されている分、突出片13自体の突出長を、従来のように突出片を横筒状体の外周面に直接、突き合せ溶接していたものに比べ、小さくできる。このため、突出片13が、その回転(縦回り)のための打撃を受けても曲げ変形を生じ難く、したがって、突出片13の寿命の延長が図られる。しかも、その突出片13が変形して交換する必要があるとしても、突出片取付け体21内に収容される突出片の固定は、溶接によらないボルト締め構造のため、現場での交換の簡易迅速化、作業の効率化が図られる。   Further, in this example, the protruding piece 13 is the protruding piece 13 itself because the protruding portion mounting body 21 welded to the outer peripheral surface of the horizontal cylindrical body 12 accommodates the shaft portion forming the base end portion. The projecting length can be reduced as compared with the conventional one in which the projecting piece is directly butt welded to the outer peripheral surface of the horizontal cylindrical body. For this reason, even if the protruding piece 13 is hit by the rotation (vertical rotation), bending deformation hardly occurs, and thus the life of the protruding piece 13 is extended. Moreover, even if the projecting piece 13 needs to be deformed and replaced, the projecting piece accommodated in the projecting piece mounting body 21 is fixed by bolting structure not based on welding, so that it can be easily replaced on site. Speed up and work efficiency can be achieved.

なお、突出片取付け体21は、前記した参考例におけるような円筒状のものとは異なり、横断面(外周)が正方形のもので、図6に示した突出片取付け体21のように、突出片13の縦回り(横筒状体12の回転)において、突出片取付け体21がその正方形の対角方向に回転するように、これを横筒状体12の外周面へ溶接するのがよい。というのは、このような溶接構造とすると、突出片取付け体21が正方形のその対角方向に回転することになるから、その対辺方向に回転する場合に比べ、土砂の切れがよく、しかも、その縦回りにおける抵抗も小さく出来るためである。図1−図5に基いて説明した上記参考例の地盤改良装置において、その突出片取付け体を、図6に示した突出片取付け体21としたものが、本発明に係る地盤改良装置の実施形態例である。 Incidentally, the projecting piece mounting body 21 is different from that cylindrical, as in the aforementioned Reference Example, since the cross-section (periphery) is square, as projected piece mounting body 21 shown in FIG. 6, the protruding In the longitudinal direction of the piece 13 (rotation of the horizontal cylindrical body 12), it is preferable to weld this to the outer peripheral surface of the horizontal cylindrical body 12 so that the protruding piece mounting body 21 rotates in the diagonal direction of the square. . This is because, with such a welded structure, the projecting piece mounting body 21 rotates in the diagonal direction of the square, so that the cut of earth and sand is better than in the case of rotating in the opposite direction, This is because the longitudinal resistance can be reduced. In the ground improvement device of the reference example described with reference to FIGS. 1 to 5, the protruding piece mounting body 21 is the protruding piece mounting body 21 shown in FIG. 6. It is a form example.

前記例では、突出片13の凹部22に対する抜け止め構造を、上記したボルト締め構造としたが、これは、ボルトに代えて、自身の抜け止め防止が確保できるピン(例えば、割ピン)を通し、その両脚端を抜け止め状に折り返すよう曲げることにしてもよい。抜け止め構造は、突出片の凹部からの抜け止めが得られ、かつ、着脱可能であればよいためである。また、別例としては、図7に示したように、突出片13の基端部をなす軸部の外周面にオネジ17を設ける一方、凹部22の内周面にメネジ27を設けてネジ穴とし、オネジ17をメネジ(ネジ穴)27にねじ込んで、ネジ締めするものとしてもよい。   In the example described above, the retaining structure for the recess 22 of the projecting piece 13 is the above-described bolt tightening structure. However, in place of the bolt, a pin (for example, a split pin) that can prevent its own retaining is passed. The ends of both legs may be bent so as to be folded back in a retaining shape. This is because the retaining structure is only required to be able to prevent the protruding piece from being recessed from the recess and to be detachable. As another example, as shown in FIG. 7, a male screw 17 is provided on the outer peripheral surface of the shaft portion forming the base end portion of the protruding piece 13, while a female screw 27 is provided on the inner peripheral surface of the concave portion 22. The male screw 17 may be screwed into the female screw (screw hole) 27 and tightened.

なお、本発明は、上記例の地盤改良装置への適用に限られるものではなく、回転する掘削軸と、その先端部近傍に設けられた掘削翼と、該掘削翼の上方であって前記掘削軸に、該掘削軸の横方に突出する形で設けられた横軸体と、該横軸体に対しその横軸線回りに相対的な回転が自在にして外嵌されている横筒状体と、該横筒状体の外周面に該横軸体の横軸線回りに角度間隔をおき、基端部の軸部を介して固定される3以上の突出片と、前記掘削軸が回転するときに、前記突出片に間欠的に当たって該突出片と共に前記横筒状体を前記横軸体の横軸線回りに回転させる打撃部と、を備えてなる地盤改良装置に広く適用できる。   The present invention is not limited to the application to the ground improvement device of the above example, but the rotating excavation shaft, the excavation blade provided near the tip thereof, and the excavation blade above the excavation blade. A horizontal shaft body provided on the shaft so as to protrude laterally of the excavation shaft, and a horizontal cylindrical body that is externally fitted to the horizontal shaft body so as to be rotatable about the horizontal axis. And three or more projecting pieces that are fixed to the outer peripheral surface of the horizontal cylindrical body around the horizontal axis of the horizontal shaft body and fixed through the shaft portion of the base end portion, and the excavation shaft rotates. Sometimes, it can be widely applied to a ground improvement device comprising a striking portion that intermittently hits the protruding piece and rotates the horizontal cylindrical body around the horizontal axis of the horizontal axis together with the protruding piece.

すなわち、上記例の地盤改良装置101では、掘削軸1に対し相対回転する横軸体7を、掘削軸に外嵌されている筒状の筒状体(外管)5の回転を止めるか、その回転を制御するものにおいて具体化したが、例えば、筒状体(外管)5を上まで延ばさず短いものとして、掘削軸の所定高さ位置でその軸まわりに自在に回転するものとし、これに設けられる横軸体の突出長を掘削翼の外径より大きくしておき、掘削過程で、その横軸体の先端を掘削翼で掘削される地盤の外側に入り込ませるようにして、その横軸体の掘削軸回りの回転を規制するものとしてもよい。また、掘削軸の回転において、打撃部でなく、横軸体も掘削軸と一体となって回転する一方、打撃部が回転することなく停止して、横軸体と共に回転する突出片がこの打撃部に当たって横軸体の横軸線回りに回転するものとしてもよい。すなわち、この場合には、横軸体を掘削軸と共に回転するように設け、打撃部を上記例における横軸体のように掘削軸まわりに自在に回転可能に設け、掘削軸の回転において、打撃部を、上記したような構成にすることで、掘削軸回りの回転を止めるか、その回転を制御することとすればよい。   That is, in the ground improvement device 101 of the above example, the horizontal shaft body 7 that rotates relative to the excavation shaft 1 is stopped, or the cylindrical tubular body (outer tube) 5 that is externally fitted to the excavation shaft is stopped. It is embodied in what controls the rotation. For example, it is assumed that the cylindrical body (outer tube) 5 is short without extending up, and freely rotates around the axis at a predetermined height position of the excavation axis. The projecting length of the horizontal shaft body provided in this is made larger than the outer diameter of the excavating blade, and in the excavation process, the tip of the horizontal shaft body enters the outside of the ground excavated by the excavating blade, The rotation of the horizontal shaft body around the excavation axis may be restricted. Further, in the rotation of the excavation shaft, not the striking portion, but the horizontal shaft also rotates integrally with the excavation shaft, while the striking portion stops without rotating, and the projecting piece that rotates together with the horizontal shaft is affected by this striking. It is good also as what rotates around the horizontal-axis line of a horizontal-axis body, hitting a part. That is, in this case, the horizontal shaft body is provided so as to rotate together with the excavation shaft, and the striking portion is provided so as to be freely rotatable around the excavation shaft like the horizontal shaft body in the above example. By configuring the part as described above, the rotation around the excavation axis may be stopped or the rotation may be controlled.

すなわち、本発明は、掘削軸回りの回転が停止、又は制御されるよう横軸体にその横軸線回りに回転可能に外嵌されている横筒状体に設けられている突出片に、掘削軸と共に回転する打撃部が当たるか、掘削軸と共に回転する横軸体にその横軸線回りに回転可能に外嵌されている横筒状体に設けられている突出片に、掘削軸回りの回転が停止、又は制御される設けられている打撃部が当たることで、横軸体に外嵌されている横筒状体の突出片を縦回転させる構成を有する従来公知の地盤改良装置におけるその突出片の横筒状体への取付構造として、広く適用できる。   That is, the present invention excavates the projecting piece provided on the horizontal cylindrical body that is externally fitted to the horizontal shaft body so that the rotation about the drilling axis is stopped or controlled. Rotation around the excavation axis against the projecting piece provided on the horizontal cylindrical body that is externally fitted around the horizontal axis that rotates with the excavation axis, or hits the striking part that rotates with the axis The protrusion in the conventionally known ground improvement device having a configuration in which the protruding piece of the horizontal cylindrical body externally fitted to the horizontal shaft body is rotated vertically by hitting a hitting portion provided to be stopped or controlled. It can be widely applied as a structure for attaching a piece to a horizontal cylindrical body.

1 掘削軸
2 掘削翼
2a 掘削翼の上縁
5 筒状体(支持体)
7 横軸体
11 打撃部
12 横筒状体
13 攪拌体
14 軸貫通孔
15 攪拌片
17 オネジ
21 突出片取付け体
22 凹部
23 突出片取付け体の基端
25 壁貫通孔
27 メネジ
31 ボルト
101 地盤改良装置
G1 掘削軸の軸線
G2 横軸体の横軸線
B 溶接のビード
K 掘削土(土砂)
DESCRIPTION OF SYMBOLS 1 Excavation shaft 2 Excavation blade 2a Upper edge 5 of an excavation blade 5 Cylindrical body (support body)
7 Horizontal shaft body 11 Strike part 12 Horizontal cylindrical body 13 Stirring body 14 Shaft through hole 15 Stirring piece 17 Male screw 21 Protruding piece mounting body 22 Recess 23 Base end 25 of projecting piece mounting body Wall through hole 27 Female thread 31 Bolt 101 Ground improvement Equipment G1 Drilling axis Axis G2 Horizontal shaft B Axis B Welding bead K Drilling soil (earth and sand)

Claims (6)

回転する掘削軸と、その先端部近傍に設けられた掘削翼と、該掘削翼の上方であって前記掘削軸に、該掘削軸の横方に突出する形で設けられた横軸体と、該横軸体に対しその横軸線回りに相対的な回転が自在にして外嵌されている横筒状体と、該横筒状体の外周面に該横軸体の横軸線回りに角度間隔をおき、基端部の軸部を介して固定された3以上の突出片と、前記掘削軸が回転するときに、前記突出片に間欠的に当たって該突出片と共に前記横筒状体を前記横軸体の横軸線回りに回転させる打撃部と、を備えてなる地盤改良装置において、
前記横筒状体の外周面に、前記突出片の基端部をなす軸部を収容可能の凹部を備えて該軸部の外径より基端が大径をなす突出片取付け体が、該突出片取付け体の基端面が突き合せ状態とされて該基端面の外周縁において溶接されてなると共に、前記突出片の基端部をなす軸部が、該突出片取付け体の凹部内に収容され、該突出片が溶接によることなく該凹部に対して抜け止め構造で、着脱可能に取り付けられていることを特徴とする地盤改良装置。
A rotating excavation shaft, an excavation blade provided near the tip of the excavation shaft, a horizontal shaft body provided above the excavation blade and projecting laterally of the excavation shaft on the excavation shaft; A horizontal cylindrical body that is externally fitted so as to be rotatable relative to the horizontal axis around the horizontal axis, and an angular interval around the horizontal axis of the horizontal axis on the outer peripheral surface of the horizontal cylindrical body And three or more projecting pieces fixed via the shaft portion of the base end portion, and when the excavation shaft rotates, the projecting piece intermittently abuts the horizontal tubular body together with the projecting pieces. In the ground improvement device comprising a striking portion that rotates around the horizontal axis of the shaft body,
A projecting piece mounting body having a recess capable of accommodating a shaft portion forming the base end portion of the projecting piece on the outer peripheral surface of the horizontal cylindrical body, the base end having a larger diameter than the outer diameter of the shaft portion, The base end surface of the projecting piece mounting body is brought into a butted state and is welded at the outer peripheral edge of the base end surface, and the shaft portion forming the base end portion of the projecting piece is accommodated in the recess of the projecting piece mounting body. The ground improvement device is characterized in that the protruding piece is detachably attached to the recess without being welded.
前記横筒状体は多角形筒状をなし、前記突出片取付け体は、その基端面が平面をなして前記横筒状体の外周面をなす平面に突き合されて溶接されていることを特徴とする請求項1に記載の地盤改良装置。   The horizontal cylindrical body is formed in a polygonal cylindrical shape, and the protruding piece mounting body is welded by being abutted against and welded to a plane that forms a flat end surface of the horizontal cylindrical body. The ground improvement device according to claim 1, wherein 前記突出片の基端部には、その軸部における軸方向と交差する方向に軸貫通孔が設けられており、前記突出片取付け体の前記凹部の対向する内壁面のうち、該凹部に前記突出片の基端部をなす軸部が収容された時の前記軸貫通孔に一致する位置には、該凹部の壁を貫通する壁貫通孔が設けられており、
前記抜け止め構造が、前記突出片の基端部をなす軸部が前記凹部に収容されている状態で、前記壁貫通孔と前記軸貫通孔を貫通してボルトが通されるボルト締めによるものである請求項1又は2のいずれか1項に記載の地盤改良装置。
The base end portion of the protruding piece is provided with a shaft through hole in a direction crossing the axial direction of the shaft portion, and the inner surface of the protruding piece mounting body facing the concave portion is provided with the concave portion. A wall through hole penetrating the wall of the recess is provided at a position corresponding to the shaft through hole when the shaft portion forming the base end portion of the protruding piece is accommodated,
The retaining structure is by bolt tightening in which a bolt is passed through the wall through hole and the shaft through hole in a state where the shaft portion forming the base end portion of the protruding piece is accommodated in the recess. The ground improvement device according to any one of claims 1 and 2.
前記突出片の基端部には、その軸部における軸方向と交差する方向に軸貫通孔が設けられており、前記突出片取付け体の前記凹部の対向する内壁面のうち、該凹部に前記突出片の基端部をなす軸部が収容された時の前記軸貫通孔に一致する位置には、該凹部の壁を貫通する壁貫通孔が設けられており、
前記抜け止め構造が、前記突出片の基端部をなす軸部が前記凹部に収容されている状態で、前記壁貫通孔と前記軸貫通孔を貫通する割ピンの挿入によるものである請求項1又は2のいずれか1項に記載の地盤改良装置。
The base end portion of the protruding piece is provided with a shaft through hole in a direction crossing the axial direction of the shaft portion, and the inner surface of the protruding piece mounting body facing the concave portion is provided with the concave portion. A wall through hole penetrating the wall of the recess is provided at a position corresponding to the shaft through hole when the shaft portion forming the base end portion of the protruding piece is accommodated,
2. The retaining structure according to claim 1, wherein a shaft portion forming a base end portion of the protruding piece is inserted into the wall through hole and a split pin penetrating the shaft through hole in a state where the shaft portion is accommodated in the recess. The ground improvement apparatus of any one of 1 or 2.
前記突出片の基端部をなす軸部の外周面にオネジが設けられ、前記凹部の内周面にメネジが設けられて、前記抜け止め構造が、該オネジの該メネジへのネジ締め構造とされている請求項1又は2のいずれか1項に記載の地盤改良装置。   A male screw is provided on the outer peripheral surface of the shaft portion that forms the base end portion of the protruding piece, and a female screw is provided on the inner peripheral surface of the concave portion, and the retaining structure is a screw tightening structure of the male screw to the female screw. The ground improvement apparatus of any one of Claim 1 or 2. 前記突出片取付け体は、筒状又は環状をなし、前記凹部が、該筒状又は環状の内周面の内側であり、該筒状又は環状の外周面が、横断面で略正方形をなし、前記横筒状体の前記横軸体の横軸線回りの回転において、該突出片取付け体が該正方形の対角方向に回転するように溶接されている請求項1〜5のいずれか1項に記載の地盤改良装置。   The protruding piece mounting body has a cylindrical shape or an annular shape, the concave portion is an inner side of the cylindrical or annular inner peripheral surface, and the cylindrical or annular outer peripheral surface has a substantially square shape in a cross section, The rotation of the horizontal cylindrical body about the horizontal axis of the horizontal shaft body is welded so that the protruding piece mounting body rotates in a diagonal direction of the square. The ground improvement device described.
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