JP2007151386A - Buried plug for closing hole, and hole closing method using the plug - Google Patents

Buried plug for closing hole, and hole closing method using the plug Download PDF

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JP2007151386A
JP2007151386A JP2006292722A JP2006292722A JP2007151386A JP 2007151386 A JP2007151386 A JP 2007151386A JP 2006292722 A JP2006292722 A JP 2006292722A JP 2006292722 A JP2006292722 A JP 2006292722A JP 2007151386 A JP2007151386 A JP 2007151386A
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hole
plug
closing
male screw
screw member
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JP4523931B2 (en
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Hiroyasu Minayoshi
博保 皆吉
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Abstract

<P>PROBLEM TO BE SOLVED: To skillfully and completely close a hole provided in a structural body of a concrete electric pole or the like, for instance, that has been constructed vertically. <P>SOLUTION: This invention is a plug for the hole provided in a structural body to close the concerned hole, which comprises a shaft-shaped bolt 1, a nut part 57 screwed to this bolt 1, a fastener part 5 having a cylindrical pipe unit 51 for turnably holding the concerned bolt 1 and an arm part 55 for degenerating, when axial compression force is received between the nut part 57 and the pipe unit 51, its axial length, and a buried plug part 7 consisting of an elastic member, interposed between the bolt 1 and the fastener part 5, which can close the hole to be extended in a direction orthogonal to the concerned shaft, when axial compression force is received by the nut part 57 screwed to the bolt 1 due to its rotation. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、構造体としての、例えば立設したコンクリート電柱に設けられた孔の閉塞を手際よく完全に行い、かつ構造体内部の状況確認を容易に行い得る孔閉塞用埋込栓およびこの孔閉塞用埋込栓を用いた孔閉塞方法に関する。   The present invention relates to a hole closing plug and a hole capable of easily and completely closing a hole provided in a concrete electric pole, for example, standing as a structure and easily checking the state inside the structure. The present invention relates to a hole closing method using a closing plug.

近年、電柱の中空部分にモルタル等の補強材を充填して、電柱を補強する電柱の補強方法が開拓され、広く実施されるようになってきている。   In recent years, a method for reinforcing an electric pole that reinforces an electric pole by filling a hollow portion of the electric pole with a reinforcing material such as mortar has been widely practiced.

このような電柱の補強に際しては、電柱に設けられている孔を完全に埋めてから、モルタル等の補強材を充填するのが一般的である。   When reinforcing such a utility pole, it is common to completely fill a hole provided in the utility pole and then fill a reinforcing material such as mortar.

例えば、立設された状態の電柱の側面に穿設された孔、例えば地気線取出口(アース孔)や金物取付け孔(足場ボルト装着用の孔)、さらには作業用に穿設した電柱の開口を閉塞する場合、この孔に止水モルタルあるいは止水セメント等を用いて充填・閉塞するようにしている。そして、この孔の閉塞の後、閉塞に用いた止水モルタル等が凝固した後に、電柱の頂部開口から電柱の内部の中空部に補強材(無収縮モルタルおよび鉄筋など)を投入し、該中空部を補強材で充填するようにしている。   For example, a hole drilled on the side of a standing electric pole, such as a ground wire outlet (ground hole), a hardware mounting hole (a hole for mounting a scaffolding bolt), or a utility pole drilled for work When the opening is closed, the hole is filled and closed with water-stopping mortar or water-stopping cement. After the hole is closed, the water-stopping mortar used for closing is solidified, and then a reinforcing material (non-shrinking mortar, reinforcing bar, etc.) is put into the hollow part of the electric pole from the top opening of the electric pole. The part is filled with a reinforcing material.

しかしながら、この施工方法の場合、作業員は、閉塞に用いたモルタルが完全に凝固するまで、補強作業を中断して待たなければならず、非効率であった。そして充填方法や凝固が不完全な場合には、電柱の中空部分に補強用のモルタル等を充填した際に、これらモルタル等により内圧が高まり、閉塞に用いたモルタルの栓が外部に外れ、充填したモルタルが漏れ出るおそれがあった。   However, in the case of this construction method, the worker has to wait for the reinforcement work to be interrupted until the mortar used for blocking completely solidifies, which is inefficient. If the filling method or solidification is incomplete, when the mortar for reinforcement is filled in the hollow part of the utility pole, the internal pressure is increased by these mortars, etc., and the plug of the mortar used for occlusion is removed to the outside. There was a risk of leaking mortar.

また、裏面からの作業の困難な中空壁への機器取り付け用としていわゆるボードファスナーと称される工事用部材が知られている。これらは壁材に設けられた孔に当該ボードファスナーを差し込み、壁材の中空部分でボードファスナーの脚を拡開することで、ボードファスナーを中空壁に固定し、このボードファスナーに機器を掛止するものである。そのためボードファスナーを孔の閉塞に用いること想定できず、また例え用いたとしてもボードファスナーと孔との間の間隙からモルタル等の流動体が漏れ出てしまい、孔を閉塞することは出来ない。また、ボードファスナーには、取り付ける壁の厚みにも限界があった。   In addition, a construction member called a so-called board fastener is known for attaching a device to a hollow wall that is difficult to work from the back side. These insert the board fastener into the hole provided in the wall material, and expand the leg of the board fastener in the hollow part of the wall material, so that the board fastener is fixed to the hollow wall and the device is hooked on this board fastener. To do. Therefore, it cannot be assumed that the board fastener is used for closing the hole, and even if it is used, fluid such as mortar leaks from the gap between the board fastener and the hole, and the hole cannot be closed. Further, the board fastener has a limit in the thickness of the wall to be attached.

また、電柱の頂部開口から電柱内部の中空部に無収縮モルタルを投入する際には、既に投入されている鉄筋など補強材の上端位置との関係を頂部開口から目視で確認しながら無収縮モルタルの投入量を調整しなければならず、熟練を要すると共に、高所作業であることから安全への配慮が要求された。
特願2005−196864号 実公昭37−29318号
Also, when throwing non-shrink mortar from the top opening of the utility pole into the hollow part inside the pole, the non-shrink mortar while visually checking the relationship with the top position of the reinforcing material such as reinforcing bars already put in from the top opening The amount of input required must be adjusted, skill is required, and safety considerations are required due to the work at a high place.
Japanese Patent Application No. 2005-196864 No. 37-29318

上述したように、従来の孔の閉塞方法では、止水モルタル等を用いているため、この止水モルタル等が凝固するまで、電柱の補強作業を中断しなければならず、また充填方法や凝固が不完全な場合には、補強処理が不完全になるという可能性を残していた。さらには、上述したように金物取付け孔に止水モルタル等を充填し閉塞してしまうと、後日、電柱に登るための足場ボルトの取り付けが出来なくなるといった課題があった。   As described above, since the conventional hole closing method uses water-stopping mortar or the like, the reinforcing work of the utility pole must be interrupted until the water-stopping mortar or the like solidifies, and the filling method or solidification In the case of incompleteness, there was a possibility that the reinforcing process would be incomplete. Furthermore, as described above, if the hardware mounting hole is filled with water-stopping mortar or the like and closed, there is a problem that it becomes impossible to attach a scaffold bolt for climbing the utility pole at a later date.

本発明は、上記に鑑みなされたもので、短時間でかつ容易に孔を完全に閉塞でき、さらに閉塞直後から次の作業を行うことを可能とすると共に構造体内部の状況確認を容易に行い得る孔閉塞用埋込栓およびこの孔閉塞用埋込栓を用いた孔閉塞方法を提供することにある。   The present invention has been made in view of the above. The hole can be completely closed in a short time and easily, and the next operation can be performed immediately after the closing and the state inside the structure can be easily checked. An object of the present invention is to provide a hole closing plug and a hole closing method using the hole closing plug.

上記の課題を解決するために、請求項1の孔閉塞用埋込栓は、構造体に設けられた孔に挿入され、当該孔を閉塞する孔閉塞用埋込栓であって、前記孔の中心軸方向に沿う方向に圧縮する力を受けたときに、該中心軸に直交する方向に膨張して前記孔を閉塞する埋栓部と、前記孔の中心軸方向に沿う方向に前記埋栓部を圧縮する圧縮手段とを有することを要旨とする。   In order to solve the above problems, the hole closing embedded plug according to claim 1 is inserted into a hole provided in the structure and closes the hole, and the hole closing embedded plug includes: A plug portion that expands in a direction orthogonal to the central axis and closes the hole when receiving a compressing force in a direction along the central axis direction; and the plug in the direction along the central axis direction of the hole And a compression means for compressing the part.

請求項1の孔閉塞用埋込栓では、構造体にある孔を構造体の表側から短時間でかつ容易に閉塞でき、さらに圧縮による埋栓部の膨張によって孔を閉塞することから閉塞直後から、次の作業を行うことを可能とすることができる。   In the hole closing plug of claim 1, the hole in the structure can be easily closed in a short time from the front side of the structure, and further, the hole is closed by the expansion of the plug portion by compression, so that the hole is immediately after closing. The following operations can be performed.

請求項2の孔閉塞用埋込栓は、構造体に設けられた孔に挿入され、当該孔を閉塞する孔閉塞用埋込栓であって、軸状の雄ねじ部材と、この雄ねじ部材と螺合する雌ねじ部と、該雄ねじ部材を回動自在に保持する筒状の筒体とを有する雌ねじ部材と、前記雄ねじ部材と雌ねじ部材との間に介装され、前記雄ねじ部材の回転により、該雄ねじ部材に螺合する雌ねじ部により軸方向に圧縮する力を受けたときに、該軸に直交する方向に膨張して前記孔を閉塞し得る弾性部材からなる埋栓部とを有することを要旨とする。   The hole closing embedded plug according to claim 2 is a hole closing embedded plug which is inserted into a hole provided in the structure and closes the hole, and includes a shaft-shaped male screw member, and the male screw member and the screw. A female screw member having a female screw portion to be joined, and a cylindrical tube body that rotatably holds the male screw member, and is interposed between the male screw member and the female screw member. And a plug portion made of an elastic member that expands in a direction orthogonal to the shaft and closes the hole when receiving a force compressing in the axial direction by a female screw portion screwed into the male screw member. And

請求項2の孔閉塞用埋込栓では、構造体にある孔を構造体の表側から雄ねじ部材を回転するだけで短時間でかつ容易に閉塞でき、さらに雄ねじ部材の回転による雌ねじからの圧縮による埋栓部の膨張によって孔を閉塞することから閉塞直後から、次の作業を行うことを可能とすることができる。   In the hole closing embedded plug according to claim 2, the hole in the structure can be easily closed in a short time only by rotating the male screw member from the front side of the structure, and further, by compression from the female screw by the rotation of the male screw member. Since the hole is closed by the expansion of the plug portion, the next operation can be performed immediately after the closing.

請求項3の孔閉塞用埋込栓は、雌ねじ部材は、前記雌ねじ部と筒体との間に軸方向に圧縮する力を受けたときに、その軸方向の長さを縮退させる腕部を有することを要旨とする。   According to a third aspect of the present invention, there is provided the plug for closing the hole according to claim 3, wherein the female screw member has an arm portion for reducing the axial length of the female screw member when receiving a force compressing in the axial direction between the female screw portion and the cylindrical body. It is summarized as having.

請求項3の孔閉塞用埋込栓では、雄ねじ部材の回転により、雌ねじ部と筒体との間に軸方向に圧縮する力を受けたときに、腕部がその軸方向の長さを縮退させることから埋栓部を効果的に圧縮することができ、これにより埋栓部を軸に直交する方向に膨張せしめ、孔を閉塞することができる。   In the hole closing plug of claim 3, when the male screw member receives a force compressing in the axial direction between the female screw part and the cylindrical body, the arm part degenerates its axial length. As a result, the plug portion can be effectively compressed, whereby the plug portion can be expanded in a direction perpendicular to the axis to close the hole.

請求項4の孔閉塞用埋込栓は、埋栓部は、前記構造体に設けられた孔への挿入に際して、該埋栓部の外周面の少なくとも一部が孔の内壁面と接触して、前記ボルトの回転に追動して回転しない程度に抵抗を生じせしめる大きさ及び形状であることを要旨とする。   According to a fourth aspect of the present invention, there is provided a plug for closing a hole according to claim 4, wherein when the plug is inserted into the hole provided in the structure, at least a part of the outer peripheral surface of the plug is in contact with the inner wall surface of the hole. The gist of the present invention is that it has a size and a shape that cause resistance to the extent that it does not rotate following the rotation of the bolt.

請求項4の孔閉塞用埋込栓では、埋栓部の外周面の少なくとも一部が孔の内壁面と接触し、抵抗を生じせしめることからボルトの回転を容易かつ効率的に行うことができる。   In the hole closing plug of claim 4, at least a part of the outer peripheral surface of the plug portion comes into contact with the inner wall surface of the hole and causes resistance, so that the bolt can be rotated easily and efficiently. .

請求項5の孔閉塞用埋込栓は、埋栓部は、該埋栓部の軸方向の一部の直径を拡大して形成されることを要旨とする。   The embedding plug for hole closing according to claim 5 is characterized in that the embedding portion is formed by enlarging a diameter of a part of the embedding portion in the axial direction.

請求項5の孔閉塞用埋込栓では、埋栓部の軸方向の一部の直径が拡大して形成されていることから埋栓部の外周面が拡大部分で孔の内壁面と接触し、抵抗を生じせしめることからボルトの回転を容易かつ効率的に行うことができる。   In the embedding plug for hole closure according to claim 5, since the diameter of a part of the embedding portion in the axial direction is enlarged, the outer peripheral surface of the embedding portion contacts the inner wall surface of the hole at the enlarged portion. Since the resistance is generated, the bolt can be rotated easily and efficiently.

請求項6の孔閉塞用埋込栓は、埋栓部は、該埋栓部の外周表面に突起部が設けられていることを要旨とする。   The embedding plug for hole closure according to claim 6 is characterized in that the embedding portion is provided with a protrusion on the outer peripheral surface of the embedding portion.

請求項6の孔閉塞用埋込栓では、埋栓部の外周表面に突起部が設けられていることから埋栓部の外周面が突起部分で孔の内壁面と接触し、抵抗を生じせしめることからボルトの回転を容易かつ効率的に行うことができる。   In the plug for closing a hole of claim 6, since the protrusion is provided on the outer peripheral surface of the plug part, the outer peripheral surface of the plug part comes into contact with the inner wall surface of the hole at the protrusion and causes resistance. Therefore, the bolt can be rotated easily and efficiently.

請求項7の孔閉塞用埋込栓は、埋栓部は、円形底面を有する円錐台状であることを要旨とする。   The embedding plug for hole closing according to claim 7 is characterized in that the embedding portion has a truncated cone shape having a circular bottom surface.

請求項7の孔閉塞用埋込栓では円形底面を有する円錐台状であることから埋栓部の円錐台円形底面の外周部分で孔の内壁面と接触し、抵抗を生じせしめることからボルトの回転を容易かつ効率的に行うことができる。   Since the hole closing plug according to claim 7 has a circular truncated conical shape, it contacts the inner wall surface of the hole at the outer peripheral portion of the circular truncated conical bottom surface of the embedding part, and causes resistance. The rotation can be performed easily and efficiently.

請求項8の孔閉塞用埋込栓は、埋栓部の弾性部材は、天然ゴムまたは合成ゴムのいずれか、あるいはそれらの混合物で形成されることを要旨とする。   The embedding plug for hole closing according to claim 8 is characterized in that the elastic member of the embedding portion is formed of either natural rubber or synthetic rubber, or a mixture thereof.

請求項8の孔閉塞用埋込栓では、埋栓部の弾性部材が天然ゴムまたは合成ゴムのいずれか、あるいはそれらの混合物で形成されていることから、圧縮による埋栓部の膨張および該膨張による孔の閉塞をより効率的、かつ確実に行うことができる。   In the embedding plug for hole closure according to claim 8, since the elastic member of the embedding part is formed of either natural rubber or synthetic rubber, or a mixture thereof, the embedding part is expanded by compression or the expansion. The hole can be closed more efficiently and reliably.

請求項9は、請求項1に記載の孔閉塞用埋込栓を用いた孔閉塞方法であって、構造体に設けられた孔に当該孔閉塞用埋込栓の埋栓部が孔を貫通しない位置まで圧入する工程と、圧縮手段により埋栓部を圧縮し、当該埋栓部を孔の中心軸方向に直交する方向に膨張せしめ当該孔を閉塞する工程とを要旨とする。   Claim 9 is a hole closing method using the hole closing embedded plug according to claim 1, wherein the plug portion of the hole closing embedded plug penetrates the hole provided in the structure. The gist of the present invention is a step of press-fitting to a position where it does not, and a step of compressing the plug portion by a compression means, expanding the plug portion in a direction perpendicular to the central axis direction of the hole, and closing the hole.

請求項9の孔閉塞用埋込栓を用いた孔閉塞方法では、構造体にある孔を構造体の孔の深さに関わらず、孔の表側から短時間でかつ容易に閉塞でき、さらに圧縮による埋栓部の膨張によって孔を閉塞することから閉塞直後から、次の作業を行うことを可能とすることができる。   In the hole closing method using the hole closing plug of claim 9, the hole in the structure can be easily closed in a short time from the front side of the hole regardless of the depth of the hole of the structure, and further compressed. Since the hole is closed by the expansion of the plug portion due to the above, it is possible to perform the next operation immediately after the closing.

請求項10は、請求項2乃至8のいずれかに記載の孔閉塞用埋込栓を用いた孔閉塞方法であって、構造体に設けられた孔に当該孔閉塞用埋込栓の埋栓部が孔を貫通しない位置まで圧入する工程と、雄ねじ部材を回転せしめ該雄ねじ部材に螺合する雌ねじ部により埋栓部を軸方向に圧縮する工程と、この圧縮工程により埋栓部を孔の中心軸方向に直交する方向に膨張せしめ当該孔を閉塞する工程とを有することを要旨とする。   Claim 10 is a hole closing method using the hole closing plug according to any one of claims 2 to 8, wherein the hole closing plug is embedded in a hole provided in the structure. Press-fitting to a position where the portion does not penetrate the hole, rotating the male screw member and compressing the plug portion in the axial direction by the female screw portion screwed into the male screw member, and by this compression step, the plug portion is And a step of closing the hole by inflating in a direction orthogonal to the central axis direction.

請求項10の孔閉塞用埋込栓を用いた孔閉塞方法では、構造体にある孔を短時間でかつ容易に閉塞でき、さらに閉塞直後から次の作業を行うことを可能とすることができる。   In the hole closing method using the hole closing embedded plug according to claim 10, the hole in the structure can be easily closed in a short time, and the next operation can be performed immediately after the closing. .

請求項11は請求項10に記載の孔閉塞用埋込栓を用いた孔閉塞方法であって、構造体に設けられた孔に当該孔閉塞用埋込栓の埋栓部が孔を貫通しない位置まで圧入する工程と、雄ねじ部材を回転せしめ該雄ねじ部材に螺合する雌ねじ部により埋栓部を軸方向に圧縮する工程と、この圧縮工程により埋栓部を孔の中心軸方向に直交する方向に膨張せしめ当該孔を閉塞する工程と、前記雄ねじ部材を前記回転方向とは逆方向に回転せしめ該雄ねじ部材を埋栓部から抜きとる工程と、この雄ねじ部材を埋栓部から抜き取ったあとの開口により前記構造体内部との貫通状態を保持したのち、当該開口から前記雄ねじ部材を挿入し、再度当該雄ねじ部材と雌ねじ部とを螺合せしめる行程とを有することを要旨とする。   Claim 11 is a hole closing method using the hole closing embedded plug according to claim 10, wherein the plug portion of the hole closing embedded plug does not penetrate the hole provided in the structure. A step of press-fitting to a position, a step of rotating the male screw member and compressing the plug portion in the axial direction by a female screw portion screwed into the male screw member, and a step of compressing the plug portion perpendicular to the central axis direction of the hole A step of expanding in the direction to close the hole, a step of rotating the male screw member in a direction opposite to the rotation direction and extracting the male screw member from the plug portion, and after extracting the male screw member from the plug portion The present invention includes a step of inserting the male screw member from the opening and screwing the male screw member and the female screw portion again after maintaining the penetration state with the inside of the structure through the opening.

請求項11の孔閉塞用埋込栓を用いた孔閉塞方法では、構造体に設けられている孔を強固な閉塞したのちにであっても、容易に構造体内部との貫通孔を設けることができ、さらに再度、閉塞することも容易に行うことが可能である。   In the hole closing method using the hole closing embedded plug according to claim 11, the through-hole with the inside of the structure is easily provided even after the hole provided in the structure is firmly closed. In addition, it can be easily closed again.

請求項12は請求項11に記載の孔閉塞用埋込栓を用いた孔閉塞方法であって、前記雄ねじ部材を埋栓部から抜き取ったあとの開口を前記構造体内部の状態確認用の孔として利用することを要旨とする。   Claim 12 is a hole closing method using the hole closing embedded plug according to claim 11, wherein the opening after the male screw member is extracted from the plug part is a hole for checking the state inside the structure. Use as a gist.

請求項12の孔閉塞用埋込栓を用いた孔閉塞方法では、構造体に設けられている孔を強固に閉塞したのちにであっても、雄ねじ部材を埋栓部から抜き取ったあとの開口を目視あるいは内部からのモルタル等の流動体の流出により構造体内部の状態確認するための確認用の孔として利用可能とすることができる。   In the hole closing method using the hole closing embedded plug according to claim 12, the opening after the male screw member is removed from the plug portion even after the hole provided in the structure is firmly closed. Can be used as a confirmation hole for confirming the state of the inside of the structure by visual observation or outflow of fluid such as mortar from the inside.

本発明の孔閉塞用埋込栓およびこの孔閉塞用埋込栓を用いた孔閉塞方法によれば、構造体にある孔を短時間でかつ容易に閉塞でき、さらに閉塞直後から次の作業を行うことを可能とすると共に構造体内部の状況確認を容易に行い得ることができる。   According to the hole plugging plug and the hole plugging method using the hole plugging plug of the present invention, the holes in the structure can be closed in a short time and easily, and the next operation is performed immediately after the plugging. This makes it possible to check the situation inside the structure.

以下、本発明の実施の形態を図面を参照して説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

図1は、本発明に係る一実施の形態としての孔閉塞用埋込栓10の構成を示す斜視図であり、図2乃至図4は該孔閉塞用埋込栓10を用いて電柱に穿設された孔を閉塞する際の第1の処理手順を示す図である。また、図6は孔閉塞用埋込栓10の孔内に固定された状態を説明する図である。   FIG. 1 is a perspective view showing the structure of a hole closing implant plug 10 according to an embodiment of the present invention. FIGS. It is a figure which shows the 1st process sequence at the time of obstruct | occluding the provided hole. FIG. 6 is a diagram for explaining a state in which the hole is closed in the hole closing plug 10.

まず、図1を参照して孔閉塞用埋込栓10の構成について説明する。孔閉塞用埋込栓10は、ボルト1と、このボルト1が回動自在に差し嵌められる、すなわち嵌挿されるフランジ3及びファスナー部5と、このファスナー部5が嵌挿される埋栓部7、及びワッシャ9によって構成される。   First, the configuration of the hole closing plug 10 will be described with reference to FIG. The hole closing plug 10 includes a bolt 1, a flange 3 and a fastener portion 5 into which the bolt 1 is rotatably fitted, that is, a plug portion 7 into which the fastener portion 5 is inserted, And a washer 9.

ボルト1は、ファスナー部5よりは若干長めであり、フランジ3とファスナー部5とは固設され、またフランジ3には係止爪31が設けられる。この係止爪31は埋栓部7の頭部側端面に圧入され係止されるため、フランジ3とファスナー部5および埋栓部7は一体化される。   The bolt 1 is slightly longer than the fastener portion 5, the flange 3 and the fastener portion 5 are fixedly provided, and a locking claw 31 is provided on the flange 3. Since the locking claw 31 is press-fitted and locked to the head-side end face of the plug part 7, the flange 3, the fastener part 5 and the plug part 7 are integrated.

ファスナー部5は、概ね円筒状であって、筒体51、溝孔53、腕部55及びナット部57に区分けされる。腕部55は、中心軸方向に設けられた4本のスリット状の孔、すなわち溝孔53によって形成されるそれぞれ4本の腕部(上部)55aと腕部(下部)55bとからなり、腕部(上部)55aと腕部(下部)55bとの接続部分には外側に凸状の成型加工がなされた屈曲部59が設けられる。すなわち腕部55は筒体51の外周長さに比して溝孔53、4本分の溝幅分だけ細く、かつ外側に凸状の成型加工がなされていることから、腕部(上部)55aと腕部(下部)55bとの間で屈曲部59を頂点に外側方向に拡開容易な構造となっている。   The fastener portion 5 is generally cylindrical and is divided into a cylindrical body 51, a slot 53, an arm portion 55, and a nut portion 57. The arm portion 55 includes four slit-like holes provided in the central axis direction, that is, four arm portions (upper portions) 55 a and arm portions (lower portions) 55 b formed by the groove holes 53. The connecting portion between the portion (upper portion) 55a and the arm portion (lower portion) 55b is provided with a bent portion 59 that is convexly formed outward. That is, the arm portion 55 is thinner than the outer circumferential length of the cylindrical body 51 by the groove width 53 and the groove width of four, and the outer convex portion is processed so that the arm portion (upper portion) is formed. Between 55a and the arm part (lower part) 55b, it is a structure which can be easily expanded outward with the bent part 59 as a vertex.

なお、雄ねじ部材としてのボルト1とファスナー部5、若しくはボルト1とファスナー部5の腕部55とナット部57は埋栓部を圧縮する圧縮手段を構成するものである。   Note that the bolt 1 and the fastener portion 5 as the male screw member, or the arm portion 55 and the nut portion 57 of the bolt 1 and the fastener portion 5 constitute compression means for compressing the plug portion.

埋栓部7は、強固な弾性を有すると共に対候性にも優れる天然ゴムをほぼ円柱形状(詳細には挿入方向先端の径が若干小である円錐台形状)に成形してなり、その中心軸にはファスナー部5の筒体51の外径とほぼ同一若しくは若干小径の孔が形成されている。この孔にファスナー部5の筒体51が嵌挿される。   The embedding part 7 is formed of a natural rubber having strong elasticity and excellent weather resistance in a substantially cylindrical shape (specifically, a truncated cone shape having a slightly smaller diameter at the tip in the insertion direction). A hole having a diameter substantially the same as or slightly smaller than the outer diameter of the cylindrical body 51 of the fastener portion 5 is formed on the shaft. The cylindrical body 51 of the fastener portion 5 is fitted into this hole.

なお、電柱に穿設された開口21の径に応じて、埋栓部7の硬さや外形を変更する。例えば、開口21の径が大の場合には、埋栓部7の硬度を大とする共に、外径と長さを大とする。このとき、ワッシャ9の外径と厚みを大とするのは言うまでも無い。   In addition, the hardness and external shape of the plug part 7 are changed according to the diameter of the opening 21 drilled in the utility pole. For example, when the diameter of the opening 21 is large, the hardness of the plug portion 7 is increased and the outer diameter and length are increased. At this time, it goes without saying that the outer diameter and thickness of the washer 9 are increased.

次に図2乃至図4を参照して、孔閉塞用埋込栓10を用いて電柱に穿設された開口21を閉塞する際の第1の処理手順を、その処理手順に従って説明する。この第1の処理手順は、例えば図11を参照するに電柱基部近傍のコンクリート厚D1が厚い箇所に穿設された孔を塞ぐ場合に好適である。   Next, referring to FIGS. 2 to 4, a first processing procedure when the opening 21 formed in the utility pole is closed using the hole closing plug 10 will be described according to the processing procedure. For example, referring to FIG. 11, this first processing procedure is suitable when a hole formed in a portion where the concrete thickness D1 near the utility pole base is thick is closed.

まず、図2に示すように、開口21に孔閉塞用埋込栓10を手で軽く押し込み、開口21に孔閉塞用埋込栓10を仮固定した後に、孔閉塞用埋込栓10のボルト1の頭部にドライバDを嵌合し、ハンマHにて開口21に孔閉塞用埋込栓10を所定の深さまで打ち込む。ここで所定の深さとは、通常は孔閉塞用埋込栓10のボルト1の頭部が電柱表面から隠れる程度であるが、この開口21をモルタル等で埋めて、表面処理を行う場合等は、若干、奥に押し込むと良い。   First, as shown in FIG. 2, the hole closing plug 10 is lightly pushed into the opening 21 by hand, and the hole closing plug 10 is temporarily fixed in the opening 21. The driver D is fitted to the head of 1, and the hole closing plug 10 is driven into the opening 21 with a hammer H to a predetermined depth. Here, the predetermined depth is such that the head of the bolt 1 of the plug 10 for closing the hole is normally hidden from the surface of the utility pole, but when the surface is treated by filling the opening 21 with mortar or the like. It ’s a good idea to push it back slightly.

次に、図3に示すようにドライバDによりボルト1を回転せしめる。このボルト1の回転により、該ボルト1と螺合するファスナー部5のナット部57がボルト1の頭部側に引き寄せられ、この引き寄せる方向(圧縮方向)に力が働く。このとき、腕部55は筒体51に比して溝孔53、4本分だけ細く、かつ腕部(上部)55aと腕部(下部)55bとの間で屈曲部59を頂点に外側方向に拡開容易となるように外側に凸状の成型加工がなされていることから、この圧縮方向の力により、腕部55は外側に拡開し始める。   Next, the bolt 1 is rotated by the driver D as shown in FIG. By the rotation of the bolt 1, the nut portion 57 of the fastener portion 5 screwed with the bolt 1 is drawn toward the head side of the bolt 1, and a force acts in the drawing direction (compression direction). At this time, the arm portion 55 is thinner than the cylindrical body 51 by four slots 53, and between the arm portion (upper portion) 55a and the arm portion (lower portion) 55b, the bent portion 59 is an apex direction. Therefore, the arm portion 55 starts to expand outward due to the force in the compression direction.

この腕部55の拡開により屈曲部59に嵌挿されていたワッシャ9は、ワッシャ9の内径より拡開腕部55の屈曲部59の半径が拡大することから、拡開により形成される腕部55の斜面をボルト1の頭部側に移動し始める。このワッシャ9の移動は該ワッシャ9とフランジ3との間にある埋栓部7を軸方向に圧縮することになる。   Since the radius of the bent portion 59 of the expanded arm portion 55 is larger than the inner diameter of the washer 9, the washer 9 inserted and inserted into the bent portion 59 by the expansion of the arm portion 55 has an arm formed by the expansion. The slope of the portion 55 starts to move toward the head side of the bolt 1. This movement of the washer 9 compresses the plug portion 7 between the washer 9 and the flange 3 in the axial direction.

続いて、図5に示すように腕部55の拡開力F2により屈曲部59が開口21の内壁面21aを押圧するものの、内壁面21aにより腕部55は開口21の半径以上には拡開することができず、そのため腕部(上部)55aはボルト1の頭部とは反対方向に凸であるように湾曲し始める(図5に示す状態)。   Subsequently, as shown in FIG. 5, the bending portion 59 presses the inner wall surface 21 a of the opening 21 by the expanding force F <b> 2 of the arm portion 55, but the arm portion 55 expands beyond the radius of the opening 21 by the inner wall surface 21 a. Therefore, the arm part (upper part) 55a starts to bend so as to protrude in the direction opposite to the head of the bolt 1 (the state shown in FIG. 5).

この腕部(上部)55aの湾曲により、さらに腕部55はワッシャ9を介して埋栓部7を軸方向に圧縮し、埋栓部7はさらに半径方向に膨張し、半径方向への圧力F1を高める。   Due to the bending of the arm part (upper part) 55a, the arm part 55 further compresses the plug part 7 in the axial direction via the washer 9, and the plug part 7 further expands in the radial direction, thereby causing a pressure F1 in the radial direction. To increase.

この圧力F1により孔閉塞用埋込栓10は、強固に開口21内にて固定される。   The hole closing plug 10 is firmly fixed in the opening 21 by the pressure F1.

また、ボルト1に切り込み11を形成しておくことにより、例えばボルト1の先端が中空部分に突出したときに、ボルト1の先端部分の切除を容易とすることができる。   Further, by forming the notch 11 in the bolt 1, for example, when the tip of the bolt 1 protrudes into the hollow portion, the tip portion of the bolt 1 can be easily cut off.

次に図6乃至図8を参照して、孔閉塞用埋込栓10を用いて電柱に穿設された開口23を閉塞する際の第2の処理手順を、その処理手順に従って説明する。この第2の処理手順は、例えば図11を参照するに電柱頂部近傍のコンクリート厚D2が薄い箇所に穿設された孔や金物取付け孔を塞ぐ場合に好適である。   Next, with reference to FIGS. 6 to 8, a second processing procedure when the opening 23 formed in the utility pole is closed using the hole closing plug 10 will be described according to the processing procedure. This second processing procedure is suitable when, for example, referring to FIG. 11, a hole or a hardware mounting hole drilled in a portion where the concrete thickness D2 near the top of the utility pole is thin is closed.

まず、図6に示すように、開口23に孔閉塞用埋込栓10を手で軽く押し込み、開口23に孔閉塞用埋込栓10を仮固定する。その後に、孔閉塞用埋込栓10のボルト1の頭部にドライバDを嵌合し、ハンマHにて孔閉塞用埋込栓10を所定の深さ、つまり埋栓部7先端のワッシャ9が電柱中空部に出る程度まで打ち込む。このとき、予め開口23の深さD2を計測しておくと、孔閉塞用埋込栓10の打ち込み量を確実に把握できるようになる。   First, as shown in FIG. 6, the hole closing plug 10 is lightly pushed into the opening 23 by hand to temporarily fix the hole closing plug 10 into the opening 23. Thereafter, the driver D is fitted to the head of the bolt 1 of the hole closing plug 10 and the hammer H is inserted into the hole closing hole 10 at a predetermined depth, that is, the washer 9 at the tip of the plug 7. Drive until it reaches the hollow part of the utility pole. At this time, if the depth D2 of the opening 23 is measured in advance, the driving amount of the hole closing plug 10 can be reliably grasped.

次に、図7に示すようにドライバDによりボルト1を回転せしめる。このボルト1の回転により、該ボルト1と螺合するファスナー部5のナット部57がボルト1の頭部側に引き寄せられ、この引き寄せる方向(圧縮方向)に力が働く。   Next, the bolt 1 is rotated by the driver D as shown in FIG. By the rotation of the bolt 1, the nut portion 57 of the fastener portion 5 screwed with the bolt 1 is drawn toward the head side of the bolt 1, and a force acts in the drawing direction (compression direction).

このとき、腕部55は筒体51の外周長さに比して溝孔53、4本分の溝幅分だけ細く、かつ腕部(上部)55aと腕部(下部)55bとの間で屈曲部59を頂点に外側方向に拡開容易となるように外側に凸状の成型加工がなされていることから、この圧縮方向の力により、腕部55は屈曲部59を頂点に外側に拡開し始める。   At this time, the arm portion 55 is thinner than the outer peripheral length of the cylindrical body 51 by the groove width 53 and the groove width of four, and between the arm portion (upper portion) 55a and the arm portion (lower portion) 55b. Since the convex portion is processed outward so that the bent portion 59 can be easily expanded outward from the apex, the arm portion 55 expands outward from the bent portion 59 to the apex by the force in the compression direction. Start to open.

これにより4本の腕部55は、図8に示すように電柱中空部内で拡開し、腕部(上部)55aと腕部(下部)55bは屈曲部59を頂点に外側方向に四方に展開し、電柱中空部内壁壁面と屈曲部59部分(図10中、○印で示す)において掛止される。   As a result, the four arm portions 55 are expanded in the electric pole hollow portion as shown in FIG. 8, and the arm portion (upper portion) 55a and the arm portion (lower portion) 55b are expanded in four directions outward from the bent portion 59 as a vertex. Then, it is hooked at the inner wall surface of the electric pole hollow portion and the bent portion 59 (shown by a circle in FIG. 10).

一方、この腕部55の拡開により屈曲部59に嵌挿されていたワッシャ9は、ワッシャ9の内径よりも腕部55の屈曲部59の半径が拡開することから、拡開により形成される腕部55の斜面をボルト1の頭部側に移動し始める。このワッシャ9の移動は該ワッシャ9とフランジ3との間にある埋栓部7を軸方向に圧縮することになる。この軸方向の圧縮により、図9に示すように、埋栓部7は半径方向に膨張し、半径方向への圧力F3を高める。この圧力F3により孔閉塞用埋込栓10は、強固に開口23内にて固定される。   On the other hand, the washer 9 fitted into the bent portion 59 by the expansion of the arm portion 55 is formed by the expansion because the radius of the bent portion 59 of the arm portion 55 is larger than the inner diameter of the washer 9. Begins to move the slope of the arm 55 to the head side of the bolt 1. This movement of the washer 9 compresses the plug portion 7 between the washer 9 and the flange 3 in the axial direction. By this axial compression, the plug portion 7 expands in the radial direction as shown in FIG. 9, and increases the pressure F3 in the radial direction. The hole closing plug 10 is firmly fixed in the opening 23 by the pressure F3.

なお、図9においては、外部から孔閉塞用埋込栓10を電柱中空部内に押し込むべく圧力P1が加えられた場合に、半径方向への圧力F3により、孔閉塞用埋込栓10を押し込むことが出来ないことを示し、図10においては中空部側からの圧力P2、例えば中空部内に注入したモルタル等の圧力に対しては、開口23周縁部分に掛止された腕部55の屈曲部59が反発し、同様に孔閉塞用埋込栓10を押し出すことが出来ないことを示す。   In FIG. 9, when pressure P1 is applied to push the hole closing plug 10 from the outside into the electric pole hollow portion, the hole closing plug 10 is pushed in by the radial pressure F3. In FIG. 10, the bent portion 59 of the arm portion 55 hooked on the peripheral portion of the opening 23 with respect to the pressure P2 from the hollow portion side, such as mortar injected into the hollow portion. Is repelled, indicating that the hole closing plug 10 cannot be pushed out in the same manner.

なお、本発明は立設している電柱の孔の閉塞について説明したが、本願発明は電柱の孔に限定されないものであり、例えばコンクリート壁面等の任意の構造体の孔にも適用可能である。また埋栓部の形状が円錐台の場合について説明したが、孔の形状、閉塞部分の形状(例えば孔の半分だけ閉塞する場合)に応じて、立方体、直方体、断面形状が小判型、断面形状が半円形としても良く、さらには対応する孔の深さに応じて円錐台の高さ(深さ)を適宜変更しても良い。   In addition, although this invention demonstrated the obstruction | occlusion of the hole of the standing electric pole, this invention is not limited to the hole of an electric pole, For example, it can apply also to the hole of arbitrary structures, such as a concrete wall surface. . Moreover, although the case where the shape of the embedding part is a truncated cone has been described, depending on the shape of the hole and the shape of the closed portion (for example, when only half of the hole is closed), the cube, rectangular parallelepiped, the cross-sectional shape is oval, the cross-sectional shape May be semicircular, and the height (depth) of the truncated cone may be appropriately changed according to the depth of the corresponding hole.

さらに埋栓部の材質は、天然ゴム、合成ゴムあるいはこれらの合成体(混合物)に限らず、シリコンゴム、ブチルゴムあるいはこれらの発泡樹脂等の弾性を有するものであれば任意の材質を選択することができる。このような材質の選択は、構造体の材質(コンクリート、新建材、木質系材料等)や、受ける圧力(本実施例では補強のために充填するモルタル)によって、選択されるものである。   Furthermore, the material of the plug portion is not limited to natural rubber, synthetic rubber or a synthetic body (mixture) thereof, and any material may be selected as long as it has elasticity such as silicon rubber, butyl rubber, or foamed resin thereof. Can do. Such a material is selected depending on the material of the structure (concrete, new building material, wood-based material, etc.) and the pressure received (in this embodiment, mortar filled for reinforcement).

また、埋栓部の形状としては、本実施の形態のように、円錐台状であっても良いが、例えばピストンリング状のゴムリングを円柱面に巻回したような突起形状を有する形状であっても良い。なお、実際にゴムリングを締め付けるように巻回するか、予め突起形状を有する形状に一体形成するかは任意である。   Further, the shape of the embedding portion may be a truncated cone as in the present embodiment, but for example, it has a shape having a protrusion shape such as a piston ring-shaped rubber ring wound around a cylindrical surface. There may be. Note that it is arbitrary whether the rubber ring is actually wound so as to be tightened or formed integrally in a shape having a protrusion shape in advance.

次に図12乃至図20を参照して、孔閉塞用埋込栓60を用いて電柱に穿設された開口21を閉塞し、さらに確認孔を設ける際の第3の処理手順を、その処理手順に従って説明する。この第3の処理手順は、例えば図18乃至図20からも明らかなように2回に分けてモルタルを電柱内部に投入する場合の基部モルタルの注入位置近傍に穿設された孔を塞ぐ場合に好適である。   Next, referring to FIG. 12 to FIG. 20, a third processing procedure for closing the opening 21 drilled in the utility pole using the hole closing plug 60 and providing a confirmation hole is shown in FIG. Explain according to the procedure. This third processing procedure is, for example, in the case of closing a hole drilled in the vicinity of the injection position of the base mortar when the mortar is put into the utility pole in two steps as is apparent from FIGS. Is preferred.

この第3の処理手順で使用される孔閉塞用埋込栓60は、埋栓部が挿入方向先端の径が極僅かに小である円錐台形状である。また、その中心軸に設けられた孔を若干、大きめに形成しておいても良い。   The hole closing plug 60 used in this third processing procedure has a truncated cone shape in which the diameter of the plug portion in the insertion direction is extremely small. Further, the hole provided in the central axis may be formed slightly larger.

まず、図12に示すように、開口21に孔閉塞用埋込栓60を手で軽く押し込み、開口21に孔閉塞用埋込栓60を仮固定する。その後に、孔閉塞用埋込栓60のボルト1の頭部にドライバDを嵌合し、ハンマHにて開口21に孔閉塞用埋込栓60を所定の深さまで打ち込む。ここで所定の深さとは、通常は孔閉塞用埋込栓60のボルト1の頭部が電柱表面から隠れる程度であるが、この開口21をモルタル等で埋めて、表面処理を行う場合等は、若干、さらに奥に押し込むと良い。   First, as shown in FIG. 12, the hole closing plug 60 is lightly pushed into the opening 21 by hand, and the hole closing plug 60 is temporarily fixed in the opening 21. Thereafter, the driver D is fitted to the head of the bolt 1 of the hole closing embedded plug 60, and the hole closing embedded plug 60 is driven into the opening 21 with a hammer H to a predetermined depth. Here, the predetermined depth is such that the head of the bolt 1 of the plug 60 for closing the hole is normally hidden from the surface of the utility pole, but when the opening 21 is filled with mortar or the like and surface treatment is performed, etc. It ’s better to push it a little further.

次に、図13乃至図15に示すようにドライバDによりボルト1を回転せしめる。これにより、4本の腕部63は、それぞれ腕部63の屈曲部を頂点として外側に四方に拡開する。このとき腕部63の拡開力により屈曲部63が開口21の内壁面を押圧することから、4本の腕部63によりファスナー部は開口21内に強力に固定される。   Next, the bolt 1 is rotated by the driver D as shown in FIGS. As a result, the four arm portions 63 each expand outward in four directions with the bent portion of the arm portion 63 as a vertex. At this time, since the bending portion 63 presses the inner wall surface of the opening 21 by the expanding force of the arm portion 63, the fastener portion is strongly fixed in the opening 21 by the four arm portions 63.

一方、ボルト1の回転により、埋栓部70の前後両端のワッシャが埋栓部70を軸方向に圧縮する。この軸方向の圧縮により、図15に示すように、埋栓部70は半径方向に膨張し、半径方向への圧力を高める。この圧力により孔閉塞用埋込栓60は、開口21内にて強固に固定される。   On the other hand, by the rotation of the bolt 1, washers at both front and rear ends of the plug portion 70 compress the plug portion 70 in the axial direction. By this axial compression, the plug portion 70 expands in the radial direction as shown in FIG. 15 and increases the pressure in the radial direction. With this pressure, the hole closing plug 60 is firmly fixed in the opening 21.

続いて構造体内部の状況確認のための確認孔の形成手順について説明する。   Then, the formation procedure of the confirmation hole for the state confirmation inside a structure is demonstrated.

まず、図16に示すように、ドライバDによりボルト1を上記回転方向と逆方向に回転せしめ、ボルト1を孔閉塞用埋込栓60から抜き取る(図17参照)。このとき、ファスナー部の4本の腕部63は、金属の塑性により、ボルト1が抜き去られた後も開口21の内壁面を押圧し固定されたままの状態を維持する。また埋栓部70の形状が開口側(外側)の直径が大である円錐台であること、埋栓部70の外周面と開口21の内壁面との摩擦力が大(なぜならばゴム(埋栓部70)とコンクリート(内壁面)との摩擦力であるため)であることにより、埋栓部70自身は短時間では殆ど伸張しない。   First, as shown in FIG. 16, the bolt 1 is rotated in the direction opposite to the rotation direction by the driver D, and the bolt 1 is removed from the hole closing plug 60 (see FIG. 17). At this time, the four arm portions 63 of the fastener portion maintain the state in which the inner wall surface of the opening 21 is pressed and fixed even after the bolt 1 is removed due to the plasticity of the metal. Also, the shape of the plug part 70 is a truncated cone having a large diameter on the opening side (outside), and the frictional force between the outer peripheral surface of the plug part 70 and the inner wall surface of the opening 21 is large (because rubber (buried) Due to the frictional force between the plug part 70) and the concrete (inner wall surface), the plug part 70 itself hardly expands in a short time.

次に、図18に示すように、ボルト1を埋栓部から抜き取ったあとの開口61から、目視Iにより電柱内部の状態を確認する。これにより電柱内部と外部とが貫通状態にあることも確認される。   Next, as shown in FIG. 18, the state inside the utility pole is confirmed by visual observation I from the opening 61 after the bolt 1 is removed from the plug portion. This also confirms that the inside and outside of the utility pole are in a penetrating state.

続いて、電柱頂部等からモルタルMを投入する。このモルタルMの投入状況は、図18および図19に示すように、ボルト1を埋栓部70から抜き取ったあとの開口61から確認することができる。さらにモルタルMを投入すると、開口61からモルタルMの一部が流れ出て(モルタルMa)、モルタルMの投入量(高さ)を正確に把握することが可能となる。この後のモルタルMの投入量は、現在のモルタル投入高さが明らかなことから正確に設定することができる。   Subsequently, mortar M is introduced from the top of the utility pole. The mortar M charging state can be confirmed from the opening 61 after the bolt 1 is removed from the plug portion 70 as shown in FIGS. When the mortar M is further introduced, a part of the mortar M flows out from the opening 61 (mortar Ma), and the amount (height) of the mortar M can be accurately grasped. The amount of mortar M to be added thereafter can be accurately set since the current mortar input height is clear.

次に、図20に示すように、モルタルMが乾く前に開口61からボルト1を挿入し、ドライバDによりボルト1を締め込み、再度ボルト1とファスナー部の雌ねじ部とを螺合せしめる。これにより再度、電柱の開口21を短時間でかつ容易に閉塞できる。   Next, as shown in FIG. 20, before the mortar M dries, the bolt 1 is inserted from the opening 61, the bolt 1 is tightened by the driver D, and the bolt 1 and the female thread portion of the fastener portion are screwed again. Thereby, the opening 21 of the utility pole can be easily closed again in a short time.

上述してきたように、本実施の形態によれば、電柱に設けられた孔を短時間でかつ容易に閉塞でき、かつ確認のための孔を適宜、設けることが容易に可能であることから電柱内部の状況を簡単に確認することができる。   As described above, according to the present embodiment, since the hole provided in the utility pole can be easily closed in a short time, and the confirmation hole can be easily provided as appropriate. You can easily check the internal situation.

本発明の孔閉塞用埋込栓の構成を示す斜視図である。It is a perspective view which shows the structure of the embedding plug for hole obstruction | occlusion of this invention. 本発明の孔閉塞用埋込栓を用いた孔の閉塞処理手順を示す図である。It is a figure which shows the blockade process procedure of the hole using the embedding plug for hole closure of this invention. 本発明の孔閉塞用埋込栓を用いた孔の閉塞処理手順を示す図である。It is a figure which shows the blockade process procedure of the hole using the embedding plug for hole closure of this invention. 本発明の孔閉塞用埋込栓を用いた孔の閉塞処理手順を示す図である。It is a figure which shows the blockade process procedure of the hole using the embedding plug for hole closure of this invention. 孔閉塞状態における応力を示す図である。It is a figure which shows the stress in a hole obstruction | occlusion state. 本発明の孔閉塞用埋込栓を用いた他の孔の閉塞処理における手順を示す図である。It is a figure which shows the procedure in the obstruction | occlusion process of the other hole using the embedding plug for hole obstruction | occlusion of this invention. 本発明の孔閉塞用埋込栓を用いた他の孔の閉塞処理における手順を示す図である。It is a figure which shows the procedure in the obstruction | occlusion process of the other hole using the embedding plug for hole obstruction | occlusion of this invention. 本発明の孔閉塞用埋込栓を用いた他の孔の閉塞処理における手順を示す図である。It is a figure which shows the procedure in the obstruction | occlusion process of the other hole using the embedding plug for hole obstruction | occlusion of this invention. 図8に示す孔閉塞状態における応力を示す図である。It is a figure which shows the stress in the hole obstruction | occlusion state shown in FIG. 図8に示す孔閉塞状態における応力を示す図である。It is a figure which shows the stress in the hole obstruction | occlusion state shown in FIG. 本発明の孔閉塞用埋込栓を電柱の孔閉塞に用いた例を示す図である。It is a figure which shows the example which used the embedding plug for hole obstruction | occlusion of this invention for the hole obstruction | occlusion of a utility pole. 本発明の孔閉塞用埋込栓を用いて閉塞した孔の再開口処理手順を示す図である。It is a figure which shows the reopening process procedure of the hole obstruct | occluded using the embedding plug for hole obstruction | occlusion of this invention. 本発明の孔閉塞用埋込栓を用いて閉塞した孔の再開口処理手順を示す図である。It is a figure which shows the reopening process procedure of the hole obstruct | occluded using the embedding plug for hole obstruction | occlusion of this invention. 本発明の孔閉塞用埋込栓を用いて閉塞した孔の再開口処理手順を示す図である。It is a figure which shows the reopening process procedure of the hole obstruct | occluded using the embedding plug for hole obstruction | occlusion of this invention. 本発明の孔閉塞用埋込栓を用いて閉塞した孔の再開口処理手順を示す図である。It is a figure which shows the reopening process procedure of the hole obstruct | occluded using the embedding plug for hole obstruction | occlusion of this invention. 本発明の孔閉塞用埋込栓を用いて閉塞した孔の再開口処理手順を示す図である。It is a figure which shows the reopening process procedure of the hole obstruct | occluded using the embedding plug for hole obstruction | occlusion of this invention. 本発明の孔閉塞用埋込栓を用いて閉塞した孔の再開口処理手順を示す図である。It is a figure which shows the reopening process procedure of the hole obstruct | occluded using the embedding plug for hole obstruction | occlusion of this invention. 本発明の孔閉塞用埋込栓を用いて閉塞した孔の再開口処理手順を示す図である。It is a figure which shows the reopening process procedure of the hole obstruct | occluded using the embedding plug for hole obstruction | occlusion of this invention. 本発明の孔閉塞用埋込栓を用いて閉塞した孔の再開口処理手順を示す図である。It is a figure which shows the reopening process procedure of the hole obstruct | occluded using the embedding plug for hole obstruction | occlusion of this invention. 本発明の孔閉塞用埋込栓を用いて閉塞した孔の再開口処理手順を示す図である。It is a figure which shows the reopening process procedure of the hole obstruct | occluded using the embedding plug for hole obstruction | occlusion of this invention.

符号の説明Explanation of symbols

1…ボルト
3…フランジ
5…ファスナー部
7,70…埋栓部
9…ワッシャ
10…孔閉塞用埋込栓
20…電柱
21,23…開口
31…係止部
51…筒体
53…溝孔
55,63…腕部
55a…腕部(上部)
55b…腕部(下部)
57…ナット部
59…屈曲部
D…ドライバ
H…ハンマ
M…モルタル
DESCRIPTION OF SYMBOLS 1 ... Bolt 3 ... Flange 5 ... Fastener part 7,70 ... Plug part 9 ... Washer 10 ... Hole plugging plug 20 ... Telephone pole 21,23 ... Opening 31 ... Locking part 51 ... Cylindrical body 53 ... Slot 55 , 63 ... arm part 55a ... arm part (upper part)
55b ... Arm (lower part)
57 ... Nut 59 ... Bend D ... Driver H ... Hammer M ... Mortar

Claims (12)

構造体に設けられた孔に挿入され、当該孔を閉塞する孔閉塞用埋込栓であって、
前記孔の中心軸方向に沿う方向に圧縮する力を受けたときに、該中心軸に直交する方向に膨張して前記孔を閉塞する埋栓部と、
前記孔の中心軸方向に沿う方向に前記埋栓部を圧縮する圧縮手段と、
を有することを特徴とする孔閉塞用埋込栓。
An embedding plug for hole closing inserted into a hole provided in the structure and closing the hole,
A plug portion that expands in a direction orthogonal to the central axis to close the hole when receiving a force compressing in a direction along the central axis direction of the hole;
Compression means for compressing the plug portion in a direction along the central axis direction of the hole;
An embedding plug for closing a hole, comprising:
構造体に設けられた孔に挿入され、当該孔を閉塞する孔閉塞用埋込栓であって、
軸状の雄ねじ部材と、
この雄ねじ部材と螺合する雌ねじ部と、該雄ねじ部材を回動自在に保持する筒状の筒体とを有する雌ねじ部材と、
前記雄ねじ部材と雌ねじ部材との間に介装され、前記雄ねじ部材の回転により、該雄ねじ部材に螺合する雌ねじ部により軸方向に圧縮する力を受けたときに、該軸に直交する方向に膨張して前記孔を閉塞し得る弾性部材からなる埋栓部と、
を有することを特徴とする孔閉塞用埋込栓。
An embedding plug for hole closing inserted into a hole provided in the structure and closing the hole,
An axial male screw member;
An internal thread member having an internal thread portion that is screwed with the external thread member, and a cylindrical tubular body that rotatably holds the external thread member;
When the male screw member interposed between the male screw member and the male screw member receives a compressive force in the axial direction by the female screw portion screwed into the male screw member, the direction is perpendicular to the axis. A plug part made of an elastic member that can expand and close the hole;
An embedding plug for closing a hole, comprising:
前記雌ねじ部材は、前記雌ねじ部と筒体との間に軸方向に圧縮する力を受けたときに、その軸方向の長さを縮退させる腕部を有することを特徴とする請求項1または2に記載の孔閉塞用埋込栓。   The said internal thread member has an arm part which degenerates the length of the axial direction, when receiving the force compressed to an axial direction between the said internal thread part and a cylinder. An embedding plug for hole closure as described in 1. 前記埋栓部は、前記構造体に設けられた孔への挿入に際して、該埋栓部の外周面の少なくとも一部が孔の内壁面と接触して、前記ボルトの回転に追動して回転しない程度に抵抗を生じせしめる大きさ及び形状であることを特徴とする請求項1乃至3のいずれかに記載の孔閉塞用埋込栓。   When the plug portion is inserted into a hole provided in the structure, at least a part of the outer peripheral surface of the plug portion is in contact with the inner wall surface of the hole and is rotated following the rotation of the bolt. The hole closing plug according to any one of claims 1 to 3, which has a size and a shape that cause resistance to such an extent as not to occur. 前記埋栓部は、該埋栓部の軸方向の一部の直径を拡大して形成されることを特徴とする請求項4に記載の孔閉塞用埋込栓。   The hole plugging embedding plug according to claim 4, wherein the plug portion is formed by enlarging a diameter of a part of the plug portion in the axial direction. 前記埋栓部は、該埋栓部の外周表面に突起部が設けられていることを特徴とする請求項4に記載の孔閉塞用埋込栓。   5. The plug for embedding holes according to claim 4, wherein the plug part is provided with a protrusion on the outer peripheral surface of the plug part. 前記埋栓部は、円形底面を有する円錐台状であることを特徴とする請求項4に記載の孔閉塞用埋込栓。   5. The hole closing plug according to claim 4, wherein the plug portion has a truncated cone shape having a circular bottom surface. 前記埋栓部の弾性部材は、天然ゴムまたは合成ゴムのいずれか、あるいはそれらの混合物で形成されることを特徴とする請求項1乃至7のいずれかに記載の孔閉塞用埋込栓。   The hole plugging embedding plug according to any one of claims 1 to 7, wherein the elastic member of the embedding portion is formed of either natural rubber or synthetic rubber, or a mixture thereof. 請求項1に記載の孔閉塞用埋込栓を用いた孔閉塞方法であって、
構造体に設けられた孔に当該孔閉塞用埋込栓の埋栓部が孔を貫通しない位置まで圧入する工程と、
圧縮手段により埋栓部を圧縮し、当該埋栓部を孔の中心軸方向に直交する方向に膨張せしめ当該孔を閉塞する工程と、
を有することを特徴とする孔閉塞用埋込栓を用いた孔閉塞方法。
A hole closing method using the hole closing embedded plug according to claim 1,
A step of press-fitting into a hole provided in the structure to a position where the plug portion of the plug for closing the hole does not penetrate the hole;
Compressing the plug portion by a compression means, inflating the plug portion in a direction perpendicular to the central axis direction of the hole, and closing the hole;
A hole closing method using a hole closing embedded plug characterized by comprising:
請求項2乃至8のいずれかに記載の孔閉塞用埋込栓を用いた孔閉塞方法であって、
構造体に設けられた孔に当該孔閉塞用埋込栓の埋栓部が孔を貫通しない位置まで圧入する工程と、
雄ねじ部材を回転せしめ該雄ねじ部材に螺合する雌ねじ部により埋栓部を軸方向に圧縮する工程と、
この圧縮工程により埋栓部を孔の中心軸方向に直交する方向に膨張せしめ当該孔を閉塞する工程と、
を有することを特徴とする孔閉塞用埋込栓を用いた孔閉塞方法。
A hole closing method using the hole closing embedded plug according to claim 2,
A step of press-fitting into a hole provided in the structure to a position where the plug portion of the plug for closing the hole does not penetrate the hole;
Rotating the male screw member and compressing the plug portion in the axial direction by the female screw portion screwed into the male screw member;
A step of expanding the plug portion in a direction perpendicular to the central axis direction of the hole by this compression step and closing the hole;
A hole closing method using a hole closing embedded plug characterized by comprising:
構造体に設けられた孔に当該孔閉塞用埋込栓の埋栓部が孔を貫通しない位置まで圧入する工程と、
雄ねじ部材を回転せしめ該雄ねじ部材に螺合する雌ねじ部により埋栓部を軸方向に圧縮する工程と、
この圧縮工程により埋栓部を孔の中心軸方向に直交する方向に膨張せしめ当該孔を閉塞する工程と、
前記雄ねじ部材を前記回転方向とは逆方向に回転せしめ該雄ねじ部材を埋栓部から抜きとる工程と、
この雄ねじ部材を埋栓部から抜き取ったあとの開口により前記構造体内部との貫通状態を保持したのち、当該開口から前記雄ねじ部材を挿入し、再度当該雄ねじ部材と雌ねじ部とを螺合せしめる行程と
を有することを特徴とする請求項10に記載の孔閉塞用埋込栓を用いた孔閉塞方法。
A step of press-fitting into a hole provided in the structure to a position where the plug portion of the plug for closing the hole does not penetrate the hole;
Rotating the male screw member and compressing the plug portion in the axial direction by the female screw portion screwed into the male screw member;
A step of expanding the plug portion in a direction perpendicular to the central axis direction of the hole by this compression step and closing the hole;
Rotating the male screw member in a direction opposite to the rotation direction and extracting the male screw member from the plug portion;
The process of inserting the male screw member from the opening and screwing the male screw member and the female screw portion again after holding the penetrating state with the inside of the structure by the opening after extracting the male screw member from the plug portion. The hole closing method using the hole closing plug according to claim 10, characterized by comprising:
前記雄ねじ部材を埋栓部から抜き取ったあとの開口を前記構造体内部の状態確認用の孔として利用することを特徴とする請求項11に記載の孔閉塞用埋込栓を用いた孔閉塞方法。   12. The hole closing method using the hole closing embedded plug according to claim 11, wherein an opening after the male screw member is removed from the plug part is used as a state confirmation hole inside the structure. .
JP2006292722A 2005-10-27 2006-10-27 Hole closing plug and hole closing method using the hole closing plug Expired - Fee Related JP4523931B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009299746A (en) * 2008-06-11 2009-12-24 Hiroyasu Minayoshi Hole blocking-up embedded plug and hole blocking-up method using hole blocking-up embedded plug

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5972817U (en) * 1982-11-09 1984-05-17 株式会社浅羽製作所 Waterproof plug for lead-in conduit
JP2005133887A (en) * 2003-10-31 2005-05-26 Waterworks Technology Development Organization Co Ltd Branching tube flow channel shielding device

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5972817U (en) * 1982-11-09 1984-05-17 株式会社浅羽製作所 Waterproof plug for lead-in conduit
JP2005133887A (en) * 2003-10-31 2005-05-26 Waterworks Technology Development Organization Co Ltd Branching tube flow channel shielding device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009299746A (en) * 2008-06-11 2009-12-24 Hiroyasu Minayoshi Hole blocking-up embedded plug and hole blocking-up method using hole blocking-up embedded plug

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