JP5348569B2 - Pull-out type support - Google Patents

Pull-out type support Download PDF

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JP5348569B2
JP5348569B2 JP2011164814A JP2011164814A JP5348569B2 JP 5348569 B2 JP5348569 B2 JP 5348569B2 JP 2011164814 A JP2011164814 A JP 2011164814A JP 2011164814 A JP2011164814 A JP 2011164814A JP 5348569 B2 JP5348569 B2 JP 5348569B2
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hole
buried
column
buried pipe
pull
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JP2013017792A (en
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政幸 古田
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フルタ鉄塔建設株式会社
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a pull-out/insertion type support column which can properly erect a buried pipe to be buried into the ground and a support column, is safe and simple in constitution, does not cause the intrusion of sand or the like, and is excellent in workability. <P>SOLUTION: The pull-out/insertion type support column is constituted of: the buried pipe which is used in an outdoor ball game or the like, is buried into the ground and has a hole; and a column body which is erected on the ground surface by being inserted into the hole of the buried pipe. A taper part spread upwardly is formed at the upper end side of the buried pipe, and the lower end side of the column body is formed into a semi-spherical shape in order to be buried into the hole along the tapered part. <P>COPYRIGHT: (C)2013,JPO&amp;INPIT

Description

本発明は、屋外のフィールドに立設する支柱で、例えば、ラグビーゴール、バレーボール支柱、テニス支柱、防球用ネットの支柱に利用する屋外用の支柱に関し、地中に埋設する埋設管と、柱本体から構成された抜差方式の支柱に関する。The present invention relates to an outdoor column used as a column for standing in an outdoor field, for example, a rugby goal, a volleyball column, a tennis column, and a ball-proof net. The present invention relates to a plug-and-support column composed of a main body.

技術の背景Technology background

屋外のフィールドに立設する抜差方式の支柱は、フィールドを多目的に使用することを目的とし、ラグビーゴール、バレーボール支柱、テニス支柱及び防球用ネットを取り付ける支柱がある。The pull-out type props erected on an outdoor field are intended for multi-purpose use of the field, and include rugby goals, volleyball posts, tennis posts, and a pole for attaching a ball for netting.

ラグビーゴールは、地中に埋設した2本の埋設管と、各埋設管に設けられた孔に下端部分を挿入しスットパーで固定することで地面に立設する略H字状の柱本体から構成され、バレーボール支柱は、地中に埋設する埋設管と、該埋設管に設けられた孔に下端部分を挿入しスットパーで固定することで地面に立設する柱本体から構成され、屋外のフィールドの外周に沿って設ける防球ネット用のフェンス支柱は、地中に埋設した複数の埋設管と、該埋設管に設けられた孔に下端部分を挿入し棒状のストッパーで固定することで立設する柱本体から構成されている。The rugby goal is composed of two buried pipes buried in the ground and a substantially H-shaped pillar body that stands on the ground by inserting a lower end into a hole provided in each buried pipe and fixing with a stopper. The volleyball strut is composed of a buried pipe buried in the ground and a pillar main body standing upright on the ground by inserting a lower end portion into a hole provided in the buried pipe and fixing with a stopper. The fence post for the ball-proof net provided along the outer periphery is erected by inserting a plurality of buried pipes buried in the ground and fixing the lower end portion into a hole provided in the buried pipe with a rod-shaped stopper. It consists of a pillar body.

上記支柱の埋設管の孔には砂や小石が流れ込み抜けなくなるトラブルが発生するために、リブ構造のアルミ管を利用することで、砂づまりのトラブルを解消している。The problem of sand clogging has been solved by using rib-structured aluminum pipes because sand and pebbles are not allowed to flow into the holes of the buried pipes of the columns.

発明が解決しようとしている課題Problems to be solved by the invention

しかしながら、上記従来の屋外用の支柱の埋設管の孔の径は、柱本体の径より僅かに大きく形成されているだけなので、挿入時に支柱本体はいつも埋設管の孔に垂直状態で立設しなければならず、重機の利用と多くの作業者の労力を必要とする欠点があった。However, since the diameter of the hole in the buried pipe of the above-mentioned conventional outdoor column is only slightly larger than the diameter of the column body, the column body always stands upright in the hole of the buried tube when inserted. There is a drawback that requires the use of heavy machinery and the labor of many workers.

また、リブ構造のみでは確実な砂等の孔への流入を防止することができない欠点があり、柱本体を孔に挿入する場合は、流入した砂を排除する作業を必要とし、また、柱本体を挿入した状態でも砂が入る欠点があった。In addition, there is a drawback that the inflow of sand or the like into the hole cannot be prevented with the rib structure alone, and when inserting the column body into the hole, it is necessary to remove the sand that has flowed in. There was a defect that sand entered even when inserted.

そこで、本発明は、柱本体を埋設管にスムーズに挿入することができ、抜差作業時の作業性に優れ、砂等の孔への流入を防止できる抜差方式の支柱を提供することを課題とする。Therefore, the present invention is to provide a column-type support column that can smoothly insert the column main body into the buried pipe, has excellent workability at the time of the plug-in operation, and can prevent inflow into a hole such as sand. Let it be an issue.

課題を解決するための手段Means for solving the problem

本発明は上記課題を解決するために、請求項1に記載のように、屋外の球技用等に利用し、地中に埋設し孔の形成された埋設管と、該埋設管の孔に挿入する柱本体と、該柱本体に形成され、埋設管の孔への挿入を所望の位置で停止するストッパー部から構成された抜差方式の支柱であって、前記埋設管の孔の断面部分を厚くすることで、埋設管の上端側に埋設管の径と同一で上方に広がったテーパー部を設け、且つ柱本体の下端側をテーパー部に沿って孔に挿入すべく半球状に形成するとともに、柱本体を埋設管の孔への挿入を停止するストッパー部部分より拡径したことを特徴とする。In order to solve the above-mentioned problems, the present invention is used for outdoor ball games and the like as described in claim 1 and is buried in the ground and formed with a hole, and inserted into the hole of the buried pipe A column main body, and a column- type strut formed on the column main body and configured to stop the insertion into the hole of the buried pipe at a desired position, and a cross-sectional portion of the hole of the buried pipe By increasing the thickness, a tapered portion that is the same as the diameter of the buried tube and extends upward is provided on the upper end side of the buried tube, and the lower end side of the column body is formed in a hemispherical shape so as to be inserted into the hole along the tapered portion. The diameter of the column main body is larger than that of the stopper portion that stops the insertion into the hole of the buried pipe .

発明の作用・効果Effects and effects of the invention

次に、本発明の抜差方式の支柱の作用効果について説明する。Next, the function and effect of the pull-out type column of the present invention will be described.

先ず、地面に孔を穿孔し埋設管を地中に埋設する。この際、該埋設管の孔の上端側には上方に広がったテーパー部が設けられているために、孔の径が挿入部分より広がって拡大できる。First, a hole is drilled in the ground and a buried pipe is buried in the ground. At this time, the upper end side of the hole of the buried pipe is provided with a tapered portion that extends upward, so that the diameter of the hole can be expanded and expanded from the insertion portion.

次に、柱本体の下端側を前記埋設管に挿入する。この際、柱本体の下端側は、半球状に形成されているために、柱本体の下端側は埋設管のテーパー部に沿って滑るように孔内に挿入され立設することができる。Next, the lower end side of the column main body is inserted into the buried pipe. At this time, since the lower end side of the column main body is formed in a hemispherical shape, the lower end side of the column main body can be inserted into the hole and erected so as to slide along the tapered portion of the buried pipe.

このため、従来のように埋設管の孔に対して柱本体を直立状態で立設し孔に挿入することなく斜め状態でもスムーズに挿入することができる。For this reason, the column main body can be erected in an upright state with respect to the hole of the buried pipe as in the prior art, and can be smoothly inserted even in an oblique state without being inserted into the hole.

また、柱本体の下端の半球面とテーパー部との接地面積が少なく孔への挿入がスムーズに行える。Further, the contact area between the hemispherical surface at the lower end of the column main body and the tapered portion is small, and the insertion into the hole can be performed smoothly.

また、柱本体そのものをストッパー部より拡径したことで、より容易に孔に挿入して立設することができ、また、該ストッパー部で柱本体の埋設管の孔へ挿入を停止し地面に柱本体を立設することができる。In addition, by expanding the diameter of the column body itself from the stopper part, it can be more easily inserted and erected in the hole. The pillar body can be erected.

さらに、上記柱本体のストッパー部で埋設管のテーパー部を閉塞することができるので、孔への砂等の流入を阻止することができる。Furthermore, since the tapered portion of the buried pipe can be blocked by the stopper portion of the column main body, the inflow of sand or the like into the hole can be prevented.

以下、本発明の抜差方式の支柱の一実施例について図面を用いて説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, an embodiment of a pulling and supporting column according to the present invention will be described using the drawings.

図1は本発明の抜差方式の支柱の第1実施例を示す概略説明断面図であり、図2は図1の抜差方式の支柱埋を示す概略説明平面図であり、図3は本発明の抜差方式の支柱の第2実施例を示す概略説明断面図であり、図4は本発明の抜差方式の支柱の第3実施例を示す概略説明断面図であり、図5は本発明の抜差方式の支柱の第4実施例を示す概略説明断面図である。FIG. 1 is a schematic cross-sectional view showing a first embodiment of the draw-out type support column of the present invention, FIG. 2 is a schematic explanatory plan view showing the draw-in type post filling of FIG. 1, and FIG. FIG. 4 is a schematic cross-sectional view showing a second embodiment of the pull-out column of the invention, FIG. 4 is a schematic cross-sectional view showing a third embodiment of the pull-out column of the present invention, and FIG. FIG. 10 is a schematic explanatory sectional view showing a fourth embodiment of the column according to the invention.

(第1実施例)
本発明の抜差方式の支柱1は、地中に埋設する円筒状の埋設管2と、該埋設管2の孔4に挿入することで地面に立設する柱本体3から構成されている。
(First embodiment)
The pulling-type column 1 of the present invention is composed of a cylindrical buried pipe 2 buried in the ground and a column body 3 standing on the ground by being inserted into a hole 4 of the buried pipe 2.

前記埋設管2の内部の孔4は、柱本体3の下端側を挿入する孔4が形成され、埋設した際孔4の上端側は上方に沿って埋設管2の径より広ろげたテーパー部5が形成されている。このため、孔4の径を挿入部分に比べて拡径した状態にできる。The hole 4 inside the buried pipe 2 is formed with a hole 4 into which the lower end side of the column body 3 is inserted, and when buried, the upper end side of the hole 4 is a tapered portion that is wider than the diameter of the buried pipe 2 along the upper side. 5 is formed. For this reason, the diameter of the hole 4 can be made larger than the insertion portion.

前記柱本体3はその下端部6を半球状に形成し、前記埋設管2のテーパー部5に沿って滑るように移動しながら孔4に挿入することができる。このため、柱本体3を孔4に垂直状態にすることなく、また、孔4と下端部6を適切に合わせることなく挿入できる。The column main body 3 has a lower end portion 6 formed in a hemispherical shape, and can be inserted into the hole 4 while moving so as to slide along the tapered portion 5 of the embedded pipe 2. For this reason, it can insert, without making the pillar main body 3 perpendicular | vertical to the hole 4, and matching the hole 4 and the lower end part 6 appropriately.

前記柱本体3の所望の位置に、埋設管2の孔4への挿入を停止する円弧状のストッパー部7が取り付けられている。該ストッパー部7は、下面側が逆テーパー状に形成され、上面側が水平状に形成され、埋設管2のテーパー部5を適切の閉塞することができる。An arcuate stopper portion 7 that stops insertion into the hole 4 of the buried pipe 2 is attached to a desired position of the column main body 3. The stopper portion 7 is formed in a reverse taper shape on the lower surface side and formed in a horizontal shape on the upper surface side, and can appropriately close the taper portion 5 of the buried pipe 2.

本発明の抜差方式の支柱1は上記のように構成され、次に、上記抜差方式の支柱1をラグビーゴール用の支柱として使用する場合について説明する。The plug-and-support column 1 of the present invention is configured as described above. Next, the case where the plug-and-plug column 1 is used as a column for a rugby goal will be described.

屋外フィールドに2本の孔を穿孔し、埋設管2をそれぞれ地中に垂直状態に埋設して設置する。この際、埋設管2のテーパー部5まで完全に埋設する。Two holes are drilled in the outdoor field, and the buried pipes 2 are each buried in a vertical state in the ground. At this time, the taper portion 5 of the buried pipe 2 is completely buried.

次に、重機で持ち上げたラグビーゴール用のポストを構成する略H状の柱本体3の下端部6を埋設管2の上端側のテーパー部5の一部に位置し、ここを基点として柱本体3を立設しながら柱本体3の下端部6をテーパー部5に沿って孔4側へ移動し、該孔4内にストッパー部7まで柱本体3を挿入する。Next, the lower end portion 6 of the substantially H-shaped column main body 3 constituting the post for the rugby goal lifted by the heavy machinery is located at a part of the taper portion 5 on the upper end side of the buried pipe 2, and the column main body is based on this. The lower end portion 6 of the column main body 3 is moved to the hole 4 side along the tapered portion 5 while the column main body 3 is erected, and the column main body 3 is inserted into the hole 4 up to the stopper portion 7.

上記により、柱本体3を埋設管2の孔4に挿入し地面に立設し、ラグビーゴールを形成することができる。As described above, the column main body 3 can be inserted into the hole 4 of the buried pipe 2 and erected on the ground to form a rugby goal.

また、柱本体3を立設時に、埋設管2のテーパー部5はストッパー部7で閉塞しているために、使用時に砂等が埋設管2の孔4に流入することなく使用できる。Further, when the column main body 3 is erected, the tapered portion 5 of the embedded tube 2 is closed by the stopper portion 7, so that sand or the like can be used without flowing into the hole 4 of the embedded tube 2 during use.

このため、従来のように柱本体3を立設するのに、多くの労力を必要とせず、スムーズな作業を行なえる。For this reason, it does not require much labor to erect the column body 3 as in the prior art, and a smooth operation can be performed.

また、柱本体3を埋設管2の孔4より抜く際も、孔4に砂等が流入していないので、スムーズに柱本体3を抜き取ることができる。Further, when the column main body 3 is extracted from the hole 4 of the buried pipe 2, since the sand or the like does not flow into the hole 4, the column main body 3 can be extracted smoothly.

(第2実施例)
上記第1実施例では、柱本体3に取り付けられたストッパー部7の上面側を水平に形成したが、該上面側をテーパー状に形成することで、柱本体3を埋設管2の孔4に挿入して立設した際の強度を確保することができる。
(Second embodiment)
In the first embodiment, the upper surface side of the stopper portion 7 attached to the column main body 3 is formed horizontally. However, the column main body 3 is formed in the hole 4 of the buried pipe 2 by forming the upper surface side in a tapered shape. The strength when inserted and standing can be secured.

(第3実施例)
上記第1実施例では、埋設管2のテーパー部5は、埋設管2の径より広げて形成したが、埋設管2の孔4の断面部分が厚くすることで、テーパー部5を埋設管2の径と同一状で形成することで、ストッパー部7の形状の幅狭に形成することができ、コストの低減を図ることができる。
(Third embodiment)
In the first embodiment, the tapered portion 5 of the buried tube 2 is formed wider than the diameter of the buried tube 2, but the tapered portion 5 is formed by increasing the cross-sectional portion of the hole 4 of the buried tube 2. By forming the same shape as the diameter of the stopper portion 7, the stopper portion 7 can be formed in a narrow shape, and the cost can be reduced.

(第4実施例)
上記第3実施例では、テーパー部5と埋設管2の径を同一に形成することで、ストッパー部7を幅狭に形成したが、ストッパー部7が幅狭であるならば、柱本体3そのものをストッパー部7より拡径することで、より簡易に柱本体3を孔4に納入して立設することができる。
(Fourth embodiment)
In the third embodiment, the tapered portion 5 and the buried pipe 2 are formed to have the same diameter, so that the stopper portion 7 is formed narrow. However, if the stopper portion 7 is narrow, the column body 3 itself By expanding the diameter from the stopper portion 7, it is possible to more easily deliver the column body 3 to the hole 4 and stand upright.

このように、本発明の抜差方式の支柱1は、柱本体3の埋設管2への挿入が容易であり、またスムーズな作業性があり、砂等の流入を阻止することができる。As described above, the pull-out column 1 of the present invention can be easily inserted into the buried pipe 2 of the column body 3 and has a smooth workability, and can prevent the inflow of sand or the like.

本発明の抜差方式の支柱の第1実施例を示す概略説明断面図Schematic explanatory cross-sectional view showing a first embodiment of a pull-out column of the present invention 図1の抜差方式の支柱を示す概略説明平面図Schematic explanatory plan view showing the column of the insertion and removal system of FIG. 本発明の抜差方式の支柱の第2実施例を示す概略説明断面図Schematic explanatory cross-sectional view showing a second embodiment of the column according to the present invention 本発明の抜差方式の支柱の第3実施例を示す概略説明断面図Schematic explanatory cross-sectional view showing a third embodiment of the column according to the present invention. 本発明の抜差方式の支柱の第4実施例を示す概略説明断面図Schematic explanatory cross-sectional view showing a fourth embodiment of the column according to the present invention

1−支柱、2−埋設管、3−柱本体、4−孔、5−テーパー部1-post, 2-buried pipe, 3-pillar body, 4-hole, 5-taper

Claims (1)

屋外の球技用等に利用し、地中に埋設し孔の形成された埋設管と、該埋設管の孔に挿入する柱本体と、該柱本体に形成され、埋設管の孔への挿入を所望の位置で停止するストッパー部から構成された抜差方式の支柱であって、前記埋設管の孔の断面部分を厚くすることで、埋設管の上端側に埋設管の径と同一で上方に広がったテーパー部を設け、且つ柱本体の下端側をテーパー部に沿って孔に挿入すべく半球状に形成するとともに、柱本体を埋設管の孔への挿入を停止するストッパー部部分より拡径したことを特徴とする抜差方式の支柱。Used for outdoor ball games, etc., buried in the ground and formed with a hole, pillar body inserted into the hole of the buried pipe , formed in the pillar body, and inserted into the hole of the buried pipe It is a pull-out type support column composed of a stopper part that stops at a desired position, and by increasing the cross-sectional part of the hole of the buried pipe, the diameter of the buried pipe is the same as the diameter of the buried pipe. the flared tapered portion is provided, and to form a lower end of the column body hemispherical in order to insert into the hole along the tapered portion, the enlarged diameter than the stopper portion for stopping the insertion into the hole of the pillar body buried pipe This is a pull-out type post characterized by
JP2011164814A 2011-07-08 2011-07-08 Pull-out type support Expired - Fee Related JP5348569B2 (en)

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JP7348114B2 (en) * 2020-03-18 2023-09-20 山九株式会社 Sheath tube measurement jig

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JPS6032177Y2 (en) * 1980-02-06 1985-09-26 精一 町田 Recessed column retainer
JPS5758259Y2 (en) * 1980-02-06 1982-12-14
US5022134A (en) * 1986-10-06 1991-06-11 Austpole Industries Limited Method of repairing/replacing a pole and associated pole replacement system
JP2004036803A (en) * 2002-07-05 2004-02-05 Power Support:Kk Connecting joint, and pole connecting system using connecting joint
US20090194661A1 (en) * 2006-02-15 2009-08-06 Mccue Damian Composite pole
JP2007301325A (en) * 2006-05-10 2007-11-22 Techno Kk Post and buried pipe constituted by regulation of post lower end and support by taper

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