JP4942025B2 - Hollow tube structure and method for forming columnar solidified pile - Google Patents

Hollow tube structure and method for forming columnar solidified pile Download PDF

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JP4942025B2
JP4942025B2 JP2006221761A JP2006221761A JP4942025B2 JP 4942025 B2 JP4942025 B2 JP 4942025B2 JP 2006221761 A JP2006221761 A JP 2006221761A JP 2006221761 A JP2006221761 A JP 2006221761A JP 4942025 B2 JP4942025 B2 JP 4942025B2
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hollow tube
ground
tube structure
opening
pair
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JP2008045332A (en
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正憲 松下
宏 青木
俊悦 今野
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Something Co Ltd
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Description

本発明は、乾式による軟弱地盤の改良工法に用いられる中空管構造体及び柱状固化杭の形成方法に関するものである。   TECHNICAL FIELD The present invention relates to a hollow tube structure used in a dry soft ground improvement method and a method for forming a columnar solidified pile.

軟弱地盤改良工法には液状の固化材を使用する湿式工法と粉末状の固化材を使用する乾式工法がある。湿式工法は、施工現場においてセメント系固化材を液状とするための地上プラントが必要となり、施工費用や作業負担が生じることや、地下への固化材の浸透による地下水を汚染するなどの問題がある。   The soft ground improvement method includes a wet method using a liquid solidifying material and a dry method using a powdery solidifying material. The wet method requires a ground plant to make the cement-based solidified material liquid at the construction site, which causes problems such as construction costs and work burdens, and contamination of groundwater due to penetration of the solidified material into the basement. .

一方、乾式工法は、固化材を粉末状のまま地盤中に圧縮空気等により投入するものであるため、上記湿式工法の問題は解消される。しかし、粉末状の固化材は地盤への混合量を均一に制御することが難しいという問題がある。かかる課題を解決するものとして、特開昭59−96325号公報には、地上から所定の深度に貫入された中空管の内部に、粉末状固化材を所定量収納した袋体を順次充填し、次いで袋体に収納された粉末状固化材だけを地中に残して中空管を引き上げる工法が開示されている。この中空管の先端部の構造は、圧入時には先端の開閉可能な突鋭部が相互に閉じる方法に力を受け、引き上げるときには、袋体の反力によりピンを中心に相互に開いて2つに分割される構造である。
特開昭59−96325号公報(第3頁右上欄、図1〜図6)
On the other hand, since the dry construction method is a method in which the solidified material is put into the ground as a powder by compressed air or the like, the problem of the wet construction method is solved. However, there is a problem that it is difficult to uniformly control the amount of powdered solidified material mixed with the ground. In order to solve such a problem, Japanese Patent Application Laid-Open No. 59-96325 discloses that a hollow body penetrated at a predetermined depth from the ground is sequentially filled with a bag body containing a predetermined amount of powdered solidified material. Then, a construction method is disclosed in which only the powdered solidified material stored in the bag body is left in the ground and the hollow tube is pulled up. The structure of the tip portion of this hollow tube receives force by a method in which the openable and closable protruding portions close to each other at the time of press-fitting. The structure is divided into two.
JP 59-96325 A (the third page, upper right column, FIGS. 1 to 6)

しかしながら、特開昭59−96325号公報の中空管の先端部の蓋部材は、引き上げと同時に固化材の重みでピンを中心に開くものであるが、開く力が弱いため地中の破石やガラスなどの障害物により、蓋部材の開きが妨げられ、袋体が中空管から排出されないという問題がある。   However, the lid member at the tip of the hollow tube disclosed in Japanese Patent Application Laid-Open No. 59-96325 opens at the center of the pin with the weight of the solidifying material at the same time as pulling up. There is a problem in that the opening of the lid member is prevented by an obstacle such as glass or glass, and the bag body is not discharged from the hollow tube.

従って、本発明の目的は、地中に貫入された中空管を、回動のみで中空管先端部の蓋部材を確実に開状態又は閉状態とすることができる中空管構造体及び柱状固化杭の形成方法を提供することにある。   Accordingly, an object of the present invention is to provide a hollow tube structure that can reliably open or close the lid member at the tip of the hollow tube only by rotating the hollow tube that has penetrated into the ground. It is providing the formation method of a column-shaped solidification pile.

かかる実情において、本発明は鋭意検討を行った結果、中空管の先端面に一対の半割り円板状の蓋本体部を有する蓋部材を先端の開口面に沿って回動するように取り付け、中空管の先端部に中空管に対して所定の角度内において回動自在であって、一対の翼部材を有する回動体を取り付け、一対の翼部材と蓋部材を特定手段で連動させれば、回動体の回動に連動して蓋部材が中空管の先端の開口の開閉を確実に行なうことができること等を見出し、本発明を完成するに至った。   In this situation, the present invention has been intensively studied, and as a result, a lid member having a pair of half-disc-shaped lid body portions on the distal end surface of the hollow tube is attached so as to rotate along the opening surface of the distal end. A rotating body having a pair of wing members is attached to the tip of the hollow tube within a predetermined angle with respect to the hollow tube, and the pair of wing members and the lid member are linked by a specific means. Then, the lid member can reliably open and close the opening at the tip of the hollow tube in conjunction with the rotation of the rotating body, and the present invention has been completed.

すなわち、本発明は、中空管の先端面に一対の半割り円板状の蓋本体部を有する蓋部材を先端の開口面に沿って回動するように取り付け、該中空管の先端部で且つ周面部分に該中空管に対して所定の角度内において回動自在であって、且つ一対の翼部材を有する回動体を取り付け、該一対の翼部材の長手方向に形成されるガイド長穴に該蓋部材に形成されるガイド棒部材を挿通し、該中空管の回動に連動して該一対の半割り円板状の蓋本体部を回動させ中空管の先端の開口の開閉を行なう中空管構造体を提供するものである。 That is, the present invention attaches a lid member having a pair of half-disc-shaped lid body portions to the distal end surface of the hollow tube so as to rotate along the opening surface of the distal end, and the distal end portion of the hollow tube And a rotating body having a pair of wing members attached to the peripheral surface portion within a predetermined angle with respect to the hollow tube, and a guide formed in the longitudinal direction of the pair of wing members. A guide rod member formed on the lid member is inserted into the elongated hole, and the pair of half-disc-shaped lid main body portions are rotated in conjunction with the rotation of the hollow tube, and the tip of the hollow tube is rotated. A hollow tube structure that opens and closes an opening is provided.

また、本発明は、前記中空管構造体の中空管を地中に正回転させながら所定の深度まで貫入する工程、該中空管の地上側の開口から中空管内に粉状の固化材を投入する工程、該中空管を逆回転させながら地表に引き上げると共に、該中空管の先端開口から固化材を地中に置き去りにする工程、地中攪拌混合装置を地中に貫入して、固化材と現地盤を攪拌混合する工程を備える柱状固化杭の形成方法を提供するものである。   The present invention also includes a step of penetrating the hollow tube of the hollow tube structure to a predetermined depth while rotating it forward into the ground, and a powdery solidified material from the opening on the ground side of the hollow tube into the hollow tube , A step of pulling up the hollow tube to the ground surface while rotating it in reverse, a step of leaving the solidified material in the ground from the opening of the tip of the hollow tube, and an underground stirring and mixing device penetrating into the ground The present invention provides a method for forming a columnar solidified pile including a step of stirring and mixing the solidified material and the local board.

本発明の中空管構造体を乾式の軟弱地盤改良工法に用いれば、地中に正回転させながら貫入する際、蓋部材は一対の半割り円板状の蓋本体部が閉じる方向に回動して中空管先端の開口を確実に閉状態とすることができる。この状態から、中空管を正回転させる限り、蓋部材には地盤の反力が蓋部材を閉じる方向に作用することになり、開口が開くことはなく、中空管は所定深度に貫入されるまで、中空内部は実質の容積分を空状態とすることができる。一方、粉末状の固化材が投入された中空管を上方へ引き上げる際、中空管を逆回転させる。この際、蓋部材は一対の半割り円板状の蓋本体部が開く方向に回動して中空管先端の開口を確実に開状態とすることができる。この状態から、中空管を更に同方向に回転させると、蓋部材には地盤の反力が蓋部材を開く方向に作用することになり、開口は閉じることはない。この状態を維持しつつ中空管を引き上げれば、地中の深度方向に対して、粉末状固化材を均等に置くことができる。   When the hollow tube structure of the present invention is used in a dry soft ground improvement method, the lid member rotates in the direction in which the pair of half-disc-shaped lid main body parts closes when penetrating into the ground while rotating forward. Thus, the opening at the tip of the hollow tube can be reliably closed. From this state, as long as the hollow tube is rotated forward, the ground reaction force acts on the lid member in the direction of closing the lid member, the opening is not opened, and the hollow tube is penetrated to a predetermined depth. Until then, the hollow interior can be emptied by a substantial volume. On the other hand, when the hollow tube charged with the powdered solidifying material is pulled upward, the hollow tube is rotated in the reverse direction. At this time, the lid member can be rotated in the direction in which the pair of half-disc-shaped lid main body portions are opened, so that the opening at the distal end of the hollow tube can be reliably opened. When the hollow tube is further rotated in the same direction from this state, the reaction force of the ground acts on the lid member in the direction of opening the lid member, and the opening is not closed. If the hollow tube is pulled up while maintaining this state, the powdered solidified material can be evenly placed in the depth direction in the ground.

次ぎに、本発明の実施の形態における中空管構造体を図1〜図10を参照して説明する。図1は本例の蓋部材が閉じた状態の中空管構造体の先端部分の斜視図、図2は図1の中空管構造体を構成する中空管部材の先端部分の斜視図、図3は図1の中空管構造体を構成する回動体の斜視図、図4は本例の蓋部材が開いた状態の中空管構造体の先端部分の斜視図、図5は図1の中空管構造体を上から見た図、図6は図1の中空管構造体を下から見た図、図7は図1の中空管構造体を正面から見た図、図8は図4の中空管構造体を上から見た図、図9は図4の中空管構造体を下から見た図、図10は図4の中空管構造体を正面から見た図をそれぞれ示す。   Next, a hollow tube structure according to an embodiment of the present invention will be described with reference to FIGS. 1 is a perspective view of the distal end portion of the hollow tube structure in a state where the lid member of the present example is closed, and FIG. 2 is a perspective view of the distal end portion of the hollow tube member constituting the hollow tube structure of FIG. 3 is a perspective view of the rotating body constituting the hollow tube structure of FIG. 1, FIG. 4 is a perspective view of the distal end portion of the hollow tube structure with the lid member of this example open, and FIG. FIG. 6 is a diagram of the hollow tube structure of FIG. 1 viewed from below, FIG. 7 is a diagram of the hollow tube structure of FIG. 1 viewed from the front, and FIG. 8 is a top view of the hollow tube structure of FIG. 4, FIG. 9 is a bottom view of the hollow tube structure of FIG. 4, and FIG. 10 is a front view of the hollow tube structure of FIG. Each figure is shown.

図1の中空管構造体10は、図2の中空管部材10aに図3の回動体20を組み付けたものである。すなわち、中空管部材10aは、中空管1の先端フランジ2と環状の窓部6との間に軸4により一対の半割り円板状の蓋本体部31を有する蓋部材3を取り付けたものである。環状の窓部6はリング状であり、蓋本体部31の出没を許容する空間を有しつつ、中空管1の先端フランジ2に固定されるものである。中空管構造体10は、この中空管部材10aに更に、中空管1の円弧状割スペーサー5の周面部分に対して回動自在に一対の翼部材22を有する回動体20を取り付けたものである。本例の回動体20は、予め左側半割り部材20aと右側半割り部材20bとを製作したものを、中空管側部材10aに組み付けた後は両者を当接部(図3では隙間部分)において溶着したものである。従って、図3を除く図面(組み付け後の図面)における左側半割り部材20aと右側半割り部材20bは接合された一体構造である。なお、回動体20は当初から一体構造として、中空管1の上端側から挿入することで組み付けてもよい。   The hollow tube structure 10 of FIG. 1 is obtained by assembling the rotating body 20 of FIG. 3 to the hollow tube member 10a of FIG. That is, the hollow tube member 10 a is attached with the lid member 3 having a pair of half-disc-shaped lid body portions 31 by the shaft 4 between the distal end flange 2 of the hollow tube 1 and the annular window portion 6. Is. The annular window portion 6 has a ring shape, and is fixed to the distal end flange 2 of the hollow tube 1 while having a space allowing the cover main body portion 31 to protrude and project. In the hollow tube structure 10, a rotating body 20 having a pair of wing members 22 is attached to the hollow tube member 10 a so as to be rotatable with respect to the peripheral surface portion of the arc-shaped split spacer 5 of the hollow tube 1. It is a thing. In the rotating body 20 of this example, the left half member 20a and the right half member 20b manufactured in advance are assembled to the hollow tube side member 10a, and both are brought into contact with each other (gap portion in FIG. 3). It is what was welded in. Therefore, the left half member 20a and the right half member 20b in the drawings excluding FIG. 3 (the drawings after assembly) are joined together. The rotating body 20 may be assembled from the beginning as an integral structure by being inserted from the upper end side of the hollow tube 1.

中空管部材10aにおいて、中空管1の先端フランジ2の直上、すなわち、環状部材20が遊嵌する中空管1の周面部分には、所定の周方向長さと径方向長さの一対の切り欠き部8が形成されるように円弧状割りスペーサー5が中空管1に固設されている。組み付け後は、回動体20の環状部材21の内周面に回動体20の中心に向かって延びるように形成される一対の突起25を、切り欠き部8内に位置させる。これにより、回動体20は中空管1に対して所定の角度内において回動することができる。すなわち、回動体20は回動体20側の突起25が切り欠き部8内で周方向に移動する長さ分だけ中空管1回りを回動することができる。切り欠き部8の周方向長さは、中空管1の回転に連動して蓋部材が中空管1の開口を閉じる形状から開口を開ける形状をとるのに必要な長さである。   In the hollow tube member 10a, a pair of a predetermined circumferential length and a radial length is provided directly above the distal end flange 2 of the hollow tube 1, that is, on the peripheral surface portion of the hollow tube 1 in which the annular member 20 is loosely fitted. The arc-shaped split spacer 5 is fixed to the hollow tube 1 so that the notch 8 is formed. After the assembly, a pair of protrusions 25 formed on the inner peripheral surface of the annular member 21 of the rotating body 20 so as to extend toward the center of the rotating body 20 are positioned in the notch 8. Thereby, the rotating body 20 can rotate within a predetermined angle with respect to the hollow tube 1. That is, the rotating body 20 can rotate around the hollow tube 1 by the length that the protrusion 25 on the rotating body 20 side moves in the circumferential direction in the notch 8. The circumferential length of the notch 8 is a length necessary for taking a shape in which the lid member opens the opening from the shape in which the lid member closes the opening of the hollow tube 1 in conjunction with the rotation of the hollow tube 1.

蓋部材3は、中空管1の先端に、一対の半割り部材を中空管1の軸中心に対して点対称となるように設置される。すなわち、蓋部材3の半割り部材は、半割り円板状の蓋本体部31と、蓋本体部31の径方向の端部から外側に延びる腕部材33と、腕部材33の上面から上方に立設されるガイド棒部材33からなる。なお、蓋部材3が中空管1に回動自在に取り付けられる軸支位置4は、半割り部材が直線部で互いに当接して円形部材を形成した場合における腕部材33の基端部分であって、且つ蓋本体部31と先端フランジ2が対向する位置である。また、腕部材33の長手方向と蓋本体部31の直線部に沿う方向とで形成される角度は概ね直角である。このような形状の蓋部材3は軸4を中心に、図2中符号X方向に回動すれば、蓋部材3が閉まる状態になり、符号Y方向に回動すれば、蓋部材3が開く状態となる。   The lid member 3 is installed at the tip of the hollow tube 1 so that the pair of halved members are point-symmetric with respect to the axial center of the hollow tube 1. That is, the half member of the lid member 3 includes a half disk-shaped lid main body portion 31, an arm member 33 extending outward from the radial end of the lid main body portion 31, and an upper surface of the arm member 33 upward. The guide rod member 33 is erected. The pivot support position 4 at which the lid member 3 is pivotally attached to the hollow tube 1 is the base end portion of the arm member 33 when the half members are in contact with each other at the straight portion to form a circular member. In addition, the lid body 31 and the tip flange 2 are opposed to each other. The angle formed between the longitudinal direction of the arm member 33 and the direction along the straight line portion of the lid main body 31 is substantially a right angle. When the lid member 3 having such a shape is rotated about the shaft 4 in the X direction in FIG. 2, the lid member 3 is closed, and when it is rotated in the Y direction, the lid member 3 is opened. It becomes a state.

回動体20は、上記突起25の他、中空管1周りに回動自在に遊嵌する環状部材21と、環状部材21から両外側に延びる左右一対の翼部材22と、翼部材22の長手方向の側面に翼部材22との間に所定の長さのガイド長穴23を形成するように配設されたガイド部材24を備える。本例のガイド部材24は、線材を略L字形状に屈曲させ、一端を環状部材21に、他端を翼部材22に溶接により固定したものである。環状部材21の内径は、環状スペーサー5が付設された中空管1の外径よりやや大きい寸法である。突起25の突出長さは、突起25間で形成される内径が中空管1の外径よりも大きくなる寸法である。また、ガイド長穴23の幅寸法は、ガイド棒部材33の外径よりも大きい寸法である。ガイド長穴23の長さ寸法は、回動体20の回動に連動してガイド棒部材33がガイド長穴23内を移動する際、蓋部材が中空管1の開口を閉じる形状から開口を開ける形状をとる範囲においてガイド棒部材33がガイド長穴23内に位置できる長さである。   The rotating body 20 includes, in addition to the protrusion 25, an annular member 21 that is freely fitted around the hollow tube 1, a pair of left and right wing members 22 that extend outward from the annular member 21, and the longitudinal length of the wing member 22. A guide member 24 is provided on the side surface in the direction so as to form a guide slot 23 having a predetermined length between the blade member 22 and the wing member 22. The guide member 24 of this example is formed by bending a wire rod into a substantially L shape, and fixing one end to the annular member 21 and the other end to the wing member 22 by welding. The inner diameter of the annular member 21 is slightly larger than the outer diameter of the hollow tube 1 provided with the annular spacer 5. The protrusion length of the protrusions 25 is a dimension such that the inner diameter formed between the protrusions 25 is larger than the outer diameter of the hollow tube 1. Further, the width of the guide slot 23 is larger than the outer diameter of the guide bar member 33. The length of the guide slot 23 is such that the lid member closes the opening of the hollow tube 1 when the guide bar member 33 moves in the guide slot 23 in conjunction with the rotation of the rotating body 20. The guide rod member 33 has such a length that it can be positioned in the guide slot 23 within a range that can be opened.

翼部材22は、ガイド長穴23を形成する部材であると共に、中空管1の回転による地中抵抗体として機能するものである。また、翼部材22の形状が、攪拌羽根形状、すなわち、正回転方向に対して、上面が下り傾斜面となる形状であることが、中空管構造体10を地中に貫入する際、貫入効率が向上する点で好ましい。   The wing member 22 is a member that forms the guide long hole 23, and functions as an underground resistor by the rotation of the hollow tube 1. Moreover, when the shape of the blade member 22 is a stirring blade shape, that is, a shape in which the upper surface is a downward inclined surface with respect to the normal rotation direction, the hollow member structure 10 penetrates into the ground. It is preferable in terms of improving efficiency.

中空管部材10aと回動体20を組み付ける方法の一例を説明する。図2の中空管部材10aのガイド棒部材33を回動体20のガイド長穴23に挿通し、且つ中空管部材10aの切り欠き部8内に回動体20の突起25が位置するようにセットする。次いで左側半割り部材20aと右半割り部材20bを溶接により一体化する。この際、蓋部材3を符号Xの方向に回転させ、蓋が閉じる状態とした際、回動体20の突起25の位置が切り欠き部8の一方の端部に当接するようにする(図5参照)。この状態から、更に中空管1がZ方向(図8参照)に回転すると、中空管1と回動体20は一体となって、その回転方向に共に回動する。   An example of a method for assembling the hollow tube member 10a and the rotating body 20 will be described. The guide rod member 33 of the hollow tube member 10a of FIG. 2 is inserted into the guide elongated hole 23 of the rotating body 20, and the protrusion 25 of the rotating body 20 is positioned in the notch 8 of the hollow tube member 10a. set. Next, the left half member 20a and the right half member 20b are integrated by welding. At this time, when the lid member 3 is rotated in the direction of the symbol X so as to close the lid, the position of the protrusion 25 of the rotating body 20 is brought into contact with one end of the notch 8 (FIG. 5). reference). When the hollow tube 1 further rotates in the Z direction (see FIG. 8) from this state, the hollow tube 1 and the rotating body 20 are united and rotate together in the rotation direction.

中空管構造体10に、回動体20の翼部材22とは別に、更に攪拌翼(不図示)を付設してもよい。これにより、更に地中への貫入が円滑となると共に、原地盤と地中に置かれた粉末状固化材の攪拌混合工程において使用するのに好適な装置となる。   In addition to the blade member 22 of the rotating body 20, a stirring blade (not shown) may be further attached to the hollow tube structure 10. As a result, the penetration into the ground becomes smoother, and the apparatus is suitable for use in the stirring and mixing step of the powdered solidified material placed in the ground and the ground.

次ぎに、本発明の柱状固化杭の形成方法を図11を参照して説明する。図11は本例の柱状固化杭の形成方法の各工程を説明する簡略図である。図11中、中空管構造体の先端構造は図面簡略化のため記載を省略した。本発明の柱状固化杭の形成方法は、前記中空管構造体の中空管を地中に正回転させながら所定の深度まで貫入する工程(図11(A))、該中空管の地上側の開口から中空管内に粉状の固化材を投入する工程(図11(B))、該中空管を逆回転させながら地表に引き上げると共に、該中空管の先端開口から固化材を地中に置き去りにする工程(図11(C)、(D))、地中攪拌混合装置を地中に貫入して、固化材と現地盤を攪拌混合する工程(図11(E))を行なう。   Next, a method for forming the columnar solidified pile of the present invention will be described with reference to FIG. FIG. 11 is a simplified diagram for explaining each step of the method for forming a columnar solidified pile of this example. In FIG. 11, the tip structure of the hollow tube structure is not shown for simplification of the drawing. The method for forming a column-shaped solidified pile according to the present invention includes a step of penetrating the hollow tube of the hollow tube structure to a predetermined depth while rotating the hollow tube forward in the ground (FIG. 11A), the ground of the hollow tube A step (FIG. 11 (B)) of pouring the powdery solidified material into the hollow tube from the opening on the side, pulling the hollow tube to the ground surface while rotating it in the reverse direction, and removing the solidified material from the tip opening of the hollow tube The process of leaving behind (FIGS. 11 (C) and 11 (D)) and the process of mixing the solidified material and the local board (FIG. 11 (E)) by penetrating the ground stirring and mixing device into the ground. .

中空管1を地中に貫入する際あるいは貫入直後、中空管構造体10の先端は、図1、5、6及び7に示す構造を採る。すなわち、図1の中空管構造体10において、中空管1を符号Z方向(図中、時計回り方向)に回転させると、蓋部材3の軸支位置4も同様に移動する(図2、図5及び図6参照)。すると軸支位置4とガイド棒部材33の距離は一定であるため、ガイド棒部材33は当該移動に連動して、ガイド部材24にガイドされてガイド長穴23内を中空管1側(内側)へ移動する。これにより、一対の半割り円板状の蓋本体部31は互いの直線部が近接して中空管1の開口を閉じる(図5〜図7)。この状態から、中空管1を更に正回転させると、蓋部材3には地盤の反力が蓋部材3を閉じる方向に作用することになり、開口が開くことはなく、中空管1は所定深度に貫入されるまで、中空内部は実質の容積分を空状態とすることができる(図11(A))。   When the hollow tube 1 penetrates into the ground or immediately after the penetration, the tip of the hollow tube structure 10 adopts the structure shown in FIGS. That is, in the hollow tube structure 10 of FIG. 1, when the hollow tube 1 is rotated in the Z direction (clockwise direction in the figure), the pivot support position 4 of the lid member 3 is similarly moved (FIG. 2). FIG. 5 and FIG. 6). Then, since the distance between the shaft support position 4 and the guide rod member 33 is constant, the guide rod member 33 is guided by the guide member 24 in conjunction with the movement, and the inside of the guide long hole 23 passes through the hollow tube 1 side (inside Move to). Thereby, a pair of half disk-shaped lid main-body parts 31 mutually close, and the opening of the hollow tube 1 closes (FIGS. 5-7). When the hollow tube 1 is further rotated forward from this state, the reaction force of the ground acts on the lid member 3 in the direction of closing the lid member 3, and the opening does not open. The hollow interior can be made empty for a substantial volume until it penetrates to a predetermined depth (FIG. 11A).

次いで、中空管1の地上側の開口51から中空管1内に粉状の固化材40を投入する工程を行なう(図11(B))。この工程では、中空管1の先端は蓋部材3により閉じた状態にあり、且つ中空管1の内部は空の状態である。粉末状の固化材は、袋詰めされた複数の袋体40として中空管に投入することが、正確な量の固化材を地中に深さ方向に均等に投入できると共に、取り扱いが容易となる点で好ましい。また、袋詰めされた個々の袋体40は、隣接する袋体同士を接続部材で接続し、芋づる状に連結された状態で中空管に投入することが、ビニールなどの袋体容器を地上に回収し易い点で好ましい。すなわち、例えば中空管構造体10の蓋部材3の軸4近傍の直線部に、内側に突出するように爪を形成しておけば、爪が上方に移動する際に個々の袋体40を深度方向に沿って破断していくため、地表に近い袋体40を地上に引き上げるだけで、すべての袋体40を簡易に回収することができる。袋体40を結ぶ接続部材は、糸状又は帯状等の部材であればよい。また、接続部材の強度は、地表に近い袋体40を地上に引き上げた際、全ての接続部材が途中で破断することなく、全ての袋体40が回収できる強度のものであればよい。   Next, a step of introducing the powdered solidified material 40 into the hollow tube 1 from the opening 51 on the ground side of the hollow tube 1 is performed (FIG. 11B). In this step, the tip of the hollow tube 1 is closed by the lid member 3, and the inside of the hollow tube 1 is empty. The powdered solidified material can be introduced into the hollow tube as a plurality of bag bodies 40 packed in a bag, so that an accurate amount of the solidified material can be uniformly introduced into the ground in the depth direction, and handling is easy. This is preferable. In addition, each bag body 40 packed in a bag can be connected to adjacent bag bodies with a connecting member and put into a hollow tube in a state of being connected in a zigzag manner. It is preferable in that it can be easily recovered. That is, for example, if a claw is formed in the linear portion near the shaft 4 of the lid member 3 of the hollow tube structure 10 so as to protrude inward, each bag 40 is moved when the claw moves upward. Since it breaks along the depth direction, all the bag bodies 40 can be easily recovered simply by pulling the bag body 40 close to the ground surface to the ground. The connecting member for connecting the bag body 40 may be a thread-like or belt-like member. Moreover, the strength of the connection members may be such that when the bag body 40 close to the ground surface is lifted to the ground, all the bag bodies 40 can be collected without breaking all the connection members in the middle.

次いで、中空管1を逆回転させながら地表に引き上げると共に、中空管1の先端開口52から固化材40を地中に置き去りにする工程を行なう。中空管1を逆回転方向(図1中、反時計回り方向)に回転させると、中空管1は円弧状割スペーサー5が回動体20の突起25に当接するまで所定の角度回動する。中空管1の回動により蓋部材3の軸支位置4も同様に移動する。すると軸支位置4とガイド棒部材33の距離は一定であるため、ガイド棒部材33は当該移動に連動して、ガイド部材24にガイドされてガイド長穴23内を中空管1とは反対側(外側)へ移動する。これにより、一対の半割り円板状の蓋本体部31は互いに離間して中空管1の開口を開ける(図2、図8及び図9参照)。この状態から、中空管1を更に同方向に回転させると、蓋部材3には地盤の反力が蓋部材3を開ける方向に作用することになり、開口が閉じることはない。この状態で中空管構造体10を所定の速度で引き上げれば、粉末状固化材を地中に置き去りにすることができる(図11(C)、(D))。   Next, the hollow tube 1 is pulled up to the ground surface while rotating in the reverse direction, and the solidified material 40 is left in the ground from the tip opening 52 of the hollow tube 1. When the hollow tube 1 is rotated in the reverse rotation direction (counterclockwise direction in FIG. 1), the hollow tube 1 rotates by a predetermined angle until the arc-shaped split spacer 5 contacts the protrusion 25 of the rotating body 20. . The pivot support position 4 of the lid member 3 is similarly moved by the rotation of the hollow tube 1. Then, since the distance between the shaft support position 4 and the guide rod member 33 is constant, the guide rod member 33 is guided by the guide member 24 in conjunction with the movement, and the inside of the guide long hole 23 is opposite to the hollow tube 1. Move to the side (outside). Thereby, a pair of half disk-shaped lid main-body parts 31 mutually space apart, and open the opening of the hollow tube 1 (refer FIG.2, FIG8 and FIG.9). When the hollow tube 1 is further rotated in the same direction from this state, the reaction force of the ground acts on the lid member 3 in the direction in which the lid member 3 is opened, and the opening is not closed. If the hollow tube structure 10 is pulled up at a predetermined speed in this state, the powdery solidified material can be left behind in the ground (FIGS. 11C and 11D).

袋詰めされた複数の袋体を地中に置き去りにする場合、前述の如く、中空管構造体10の先端部分の何れかに付設された爪により袋体40を破断して、袋体40を地上に回収すると共に、粉末状の固化材の柱状体を地中に残置させておくのが好適である。   When leaving a plurality of bags packed in the ground in the ground, as described above, the bag 40 is broken by the nail attached to any one of the distal end portions of the hollow tube structure 10, and the bag 40 It is preferable that the columnar body of the powdered solidified material is left in the ground.

次いで、地中攪拌混合装置を地中に貫入して、固化材と現地盤を攪拌混合する工程(図11(E))を行なう。当該工程において用いる地中攪拌混合装置50は、前記中空管構造体10であるか、又は中空管構造体10とは別に用意された装置である。第1工程の貫入工程で用いる中空管構造体10は、回動体20の翼部材22を有しており、固化材と現地盤の攪拌混合に用いることができる。また、中空管構造体10に回動体20の翼部材22とは別の攪拌翼を有する場合は、更に本工程における攪拌効率が向上する。中空管構造体10とは別に用意された装置としては、攪拌翼と該攪拌翼を先端に装備して地盤中に貫入及び引き上げが可能なロッドとからなる公知の攪拌装置が挙げられる。   Next, a step (FIG. 11 (E)) of mixing and mixing the solidified material and the local board is performed by penetrating the ground stirring and mixing device into the ground. The underground stirring and mixing device 50 used in the process is the hollow tube structure 10 or a device prepared separately from the hollow tube structure 10. The hollow tube structure 10 used in the penetration step of the first step has the wing member 22 of the rotating body 20 and can be used for stirring and mixing the solidified material and the local board. Further, when the hollow tube structure 10 has a stirring blade different from the blade member 22 of the rotating body 20, the stirring efficiency in this step is further improved. As an apparatus prepared separately from the hollow tube structure 10, a known stirring apparatus including a stirring blade and a rod which is equipped with the stirring blade at the tip and can be penetrated and pulled up into the ground can be mentioned.

地中攪拌混合装置50は、地上より回転しながら貫入され、粉末状の固化材の柱状体と周辺の軟弱土(現地土)を十分に混合する。これにより、固化材と軟弱土は、軟弱土中の含有水分により硬化し、地盤中に改良柱体が形成されることになる。   The underground stirring and mixing device 50 is inserted while rotating from the ground, and sufficiently mixes the columnar body of the powdered solidified material and the surrounding soft soil (local soil). As a result, the solidified material and the soft soil are hardened by the moisture contained in the soft soil, and an improved pillar is formed in the ground.

本例の蓋部材が閉じた状態の中空管構造体の先端部分の斜視図。The perspective view of the front-end | tip part of the hollow tube structure of the state in which the cover member of this example was closed. 図1の中空管構造体を構成する中空管部材の先端部分の斜視図。The perspective view of the front-end | tip part of the hollow tube member which comprises the hollow tube structure of FIG. 図1の中空管構造体を構成する回動体の斜視図。The perspective view of the rotation body which comprises the hollow tube structure of FIG. 本例の蓋部材が開いた状態の中空管構造体の先端部分の斜視図。The perspective view of the front-end | tip part of the hollow tube structure of the state in which the cover member of this example was opened. 図1の中空管構造体を上から見た図。The figure which looked at the hollow tube structure of FIG. 1 from the top. 図1の中空管構造体を下から見た図。The figure which looked at the hollow tube structure of FIG. 1 from the bottom. 図1の中空管構造体を正面から見た図。The figure which looked at the hollow tube structure of FIG. 1 from the front. 図4の中空管構造体を上から見た図。The figure which looked at the hollow tube structure of Drawing 4 from the top. 図4の中空管構造体を下から見た図。The figure which looked at the hollow tube structure of Drawing 4 from the bottom. 図4の中空管構造体を正面から見た図。The figure which looked at the hollow tube structure of Drawing 4 from the front. 本例の柱状固化杭の形成方法の各工程を説明する簡略図。The simplification figure explaining each process of the formation method of the columnar solidification pile of this example.

符号の説明Explanation of symbols

1 中空管
2 先端フランジ
3 蓋部材
4 軸(軸支位置)
5 円弧状半割りスペーサー
6 環状の窓部
7 蓋部材収納スペース
8 切り欠き部
10 中空管構造体
20 回動体
21 環状部材
22 翼部材
23 ガイド長穴
24 ガイド部材
25 突起
30 攪拌翼
1 Hollow tube 2 End flange 3 Lid member 4 Shaft (axial support position)
DESCRIPTION OF SYMBOLS 5 Arc-shaped half spacer 6 Ring-shaped window part 7 Cover member storage space 8 Notch part 10 Hollow pipe structure 20 Rotating body 21 Ring member 22 Wing member 23 Guide long hole 24 Guide member 25 Protrusion 30 Stirring blade

Claims (10)

中空管の先端面に一対の半割り円板状の蓋本体部を有する蓋部材を先端の開口面に沿って回動するように取り付け、
該中空管の先端部で且つ周面部分に該中空管に対して所定の角度内において回動自在であって、且つ一対の翼部材を有する回動体を取り付け、
該一対の翼部材の長手方向に形成されるガイド長穴に該蓋部材に形成されるガイド棒部材を挿通し、該中空管の回動に連動して該一対の半割り円板状の蓋本体部を回動させ中空管の先端の開口の開閉を行なうことを特徴とする中空管構造体。
A lid member having a pair of half-disc-shaped lid main body portions attached to the distal end surface of the hollow tube is attached so as to rotate along the opening surface of the distal end.
A rotating body that is rotatable within a predetermined angle with respect to the hollow tube at a tip portion and a peripheral surface portion of the hollow tube and has a pair of wing members is attached.
A guide rod member formed in the lid member is inserted into a guide elongated hole formed in the longitudinal direction of the pair of wing members, and the pair of half-disc-shaped members are interlocked with the rotation of the hollow tube. A hollow tube structure characterized in that the lid body is rotated to open and close the opening at the tip of the hollow tube.
前記回動体は、該中空管周りに所定の角度内において回動自在に遊嵌する環状部材と、該環状部材から外側に延びる一対の翼部材と、該翼部材の長手方向の側面に該翼部材との間に所定の長さの該ガイド長穴を形成するガイド部材を備えるものであることを特徴とする請求項1記載の中空管構造体。   The rotating body includes an annular member that freely swings around the hollow tube within a predetermined angle, a pair of wing members extending outward from the annular member, and a longitudinal side surface of the wing member. 2. The hollow tube structure according to claim 1, further comprising a guide member that forms the guide elongated hole having a predetermined length between the blade member and the blade member. 前記ガイド棒部材は、一対の半割り円板状の蓋本体部から外側に延びる腕部材から上方に立設されたものであることを特徴とする請求項1又は2記載の中空管構造体。   3. The hollow tube structure according to claim 1, wherein the guide bar member is erected upward from an arm member extending outward from a pair of half-disc-shaped lid main body portions. . 前記中空管に対する回動体の所定角度内における回動は、環状部材が遊嵌する中空管の周面の両側に、所定の周方向長さと径方向長さの切り欠き部が形成されるように円弧状割りスペーサーを取り付け、該回動体の環状部材の内周面に該回動体の中心に向かって延びるように形成される突起を、該切り欠き部内に位置させることで行うことを特徴とする請求項2又は3記載の中空管構造体。   The rotation of the rotating body within a predetermined angle with respect to the hollow tube is such that notches having a predetermined circumferential length and a radial length are formed on both sides of the peripheral surface of the hollow tube in which the annular member is loosely fitted. The arc-shaped split spacer is attached as described above, and a protrusion formed on the inner peripheral surface of the annular member of the rotating body so as to extend toward the center of the rotating body is positioned in the notch. The hollow tube structure according to claim 2 or 3. 該中空管が地中に正回転で貫入される場合、該半割り円板状の直線部の端面が互いに当接し略円板形状を形成して先端の開口を塞ぎ、該中空管が逆回転で引き抜かれる場合、半割り円板状の蓋本体部が互いに離間して、該中空管の先端開口を開けることを特徴とする請求項1〜4のいずれか1項に記載の中空管構造体。   When the hollow tube is penetrated into the ground by forward rotation, the end faces of the halved disc-shaped linear portions abut each other to form a substantially disc shape, thereby closing the opening of the tip, 5. The inside according to claim 1, wherein when the lid body is pulled out by reverse rotation, the half-disc-shaped lid main body portions are separated from each other to open the distal end opening of the hollow tube. Empty tube structure. 前記中空管には、更に攪拌翼が付設されることを特徴とする請求項1〜5のいずれか1項記載の中空管構造体。   The hollow tube structure according to claim 1, further comprising a stirring blade attached to the hollow tube. 請求項1〜6のいずれか1項記載の中空管構造体の中空管を地中に正回転させながら所定の深度まで貫入する工程、該中空管の地上側の開口から中空管内に粉状の固化材を投入する工程、該中空管を逆回転させながら地表に引き上げると共に、該中空管の先端開口から固化材を地中に置き去りにする工程、地中攪拌混合装置を地中に貫入して、固化材と現地盤を攪拌混合する工程を行うことを特徴とする柱状固化杭の形成方法。   A step of penetrating the hollow tube of the hollow tube structure according to any one of claims 1 to 6 to a predetermined depth while being rotated forward in the ground, from an opening on the ground side of the hollow tube into the hollow tube A step of feeding a powdered solidified material, a step of pulling the hollow tube to the ground while rotating it in the reverse direction, a step of leaving the solidified material in the ground from the tip opening of the hollow tube, A method for forming a columnar solidified pile, characterized by performing a step of mixing inside and stirring and mixing the solidified material and the local board. 前記粉末状の固化材は、袋詰めされた複数の袋体として中空管に投入されることを特徴とする請求項7記載の柱状固化杭の形成方法。   The method of forming a columnar solidified pile according to claim 7, wherein the powdered solidified material is put into a hollow tube as a plurality of bags packed in a bag. 袋詰めされた個々の袋体は、隣接する袋体同士を接続部材で接続し、芋づる状に連結された状態で中空管に投入されることを特徴とする請求項8記載の柱状固化杭の形成方法。   The columnar solidified pile according to claim 8, wherein each bag body packed in a bag is inserted into a hollow tube in a state where the adjacent bag bodies are connected to each other by a connecting member and connected in a zigzag manner. Forming method. 前記地中攪拌混合装置は、当該中空管構造体であるか、又は当該中空管構造体とは別に用意された装置であることを特徴とする請求項6〜8のいずれか1項記載の柱状固化杭の形成方法。   9. The underground stirring and mixing device is the hollow tube structure or a device prepared separately from the hollow tube structure. Of forming solid columnar solid piles.
JP2006221761A 2006-08-16 2006-08-16 Hollow tube structure and method for forming columnar solidified pile Expired - Fee Related JP4942025B2 (en)

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