JPH0663620U - Guardrail support - Google Patents

Guardrail support

Info

Publication number
JPH0663620U
JPH0663620U JP595993U JP595993U JPH0663620U JP H0663620 U JPH0663620 U JP H0663620U JP 595993 U JP595993 U JP 595993U JP 595993 U JP595993 U JP 595993U JP H0663620 U JPH0663620 U JP H0663620U
Authority
JP
Japan
Prior art keywords
metal fitting
tubular metal
bolt
short tubular
insertion hole
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP595993U
Other languages
Japanese (ja)
Other versions
JPH0745613Y2 (en
Inventor
染谷善久
Original Assignee
株式会社染谷
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 株式会社染谷 filed Critical 株式会社染谷
Priority to JP595993U priority Critical patent/JPH0745613Y2/en
Publication of JPH0663620U publication Critical patent/JPH0663620U/en
Application granted granted Critical
Publication of JPH0745613Y2 publication Critical patent/JPH0745613Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Abstract

(57)【要約】 【目的】作業工期の短縮と、支柱設定後においても容易
に高さの調整ができるようにしたことである。 【構成】路面7の所望位置に穿った埋設孔8内に、予じ
め挿入孔6aを設けた構造体6を嵌めて埋設固定し、更
に支柱1の下端部の傾斜面1aと対応させた短筒金具2
の傾斜面2aで拡開部を設け、しかも短筒金具2の他端
には、一端を固定したボルト3を有し、このボルト3の
他端は前記短筒金具2及び支柱1内に挿通させて支柱1
と短筒金具2と連絡させると共に、ボルト3の端部は支
柱1の上端に設けた受片4を通してボルト3に螺合した
ナット5で締付けるようにして、前記支柱1の下部の拡
開部を前記構造体6の挿入孔6aに嵌めると共にナット
5の締付けで拡開部にズレを発生させて挿入孔6aの内
壁に向け支柱1の下部と短筒金具2を拡開させて圧接し
支柱1を立設される構成。
(57) [Summary] [Purpose] The purpose of this work is to shorten the work period and make it possible to easily adjust the height even after setting the columns. [Structure] A structure 6 having a pre-insertion hole 6a is fitted and fixed in a buried hole 8 drilled at a desired position on a road surface 7, and further made to correspond to an inclined surface 1a at the lower end of a column 1. Short metal fitting 2
The inclined portion 2a has an expanded portion, and the other end of the short tubular metal fitting 2 has a bolt 3 having one end fixed. The other end of the bolt 3 is inserted into the short tubular metal fitting 2 and the support 1. Let me support 1
Is connected to the short tube fitting 2, and the end of the bolt 3 is tightened by a nut 5 screwed to the bolt 3 through a receiving piece 4 provided at the upper end of the strut 1, so that the expansion portion at the lower part of the strut 1 is tightened. Is inserted into the insertion hole 6a of the structure 6 and the nut 5 is tightened to cause a deviation in the expansion portion, and the lower portion of the support column 1 and the short tubular metal fitting 2 are expanded toward the inner wall of the insertion hole 6a for press contact. 1 is set up.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は道路の屈曲部、「がけぶち」等で交通上の危険を伴う個所においての 自動車の安全な運行を守るため、或は歩行者の侵入を防ぐためのガードレールに 使用するガードレール支柱に関する。 The present invention relates to a guardrail column used for a guardrail for protecting the safe operation of a vehicle at a location where traffic is dangerous, such as a curved portion of a road or a "gakebuchi", or for preventing a pedestrian from entering.

【0002】[0002]

【従来の技術】[Prior art]

従来のガードレール支柱は前記した道路の交通上の危険を伴う個所の路面に適 宜間隔をおいて支柱の下部を埋設するコンクリート孔を穿つと共にコンクリート を入れ、しかもこのコンクリート内に前記支柱の下部側を埋設して路面からの一 定の高さで固定し、この支柱間に鋼板を取付けたものが公知となって用いられて いる。 The conventional guardrail stanchions have concrete holes for burying the lower part of the stanchions at appropriate intervals on the road surface of the above-mentioned places where there is a traffic danger on the road, and concrete is put in the concrete. It is publicly known that a steel plate is installed between the stanchions and fixed at a certain height from the road surface.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

解決しようとする問題点は、前記のように路面からコンクリートを流し込む孔 を穿って、この孔にコンクリートを流し入れ、更にこのコンクリート内に支柱の 下部を挿込みコンクリートが凝結するまで支柱を何等かの部材で保持させなけれ ばならず凝結させるまでには時間がかかる。従って工期的に問題があった。また 支柱の高さは一定にさせることが必要であり、この高さを一定にさせることは、 コンクリート内に支柱を埋設して、このコンクリートが凝結後は調整ができない ため高さを一定にさせる保持手段の点で問題があった。 The problem to be solved is to make a hole for pouring concrete from the road surface as described above, pour concrete into this hole, and then insert the lower part of the pillar into this concrete until the concrete is solidified. It must be held by a member and it takes time to solidify. Therefore, there was a problem in terms of construction period. It is also necessary to make the height of the columns constant, and to make this height constant means that the columns cannot be adjusted after the concrete is set by embedding the columns in the concrete and making the height constant. There was a problem in terms of holding means.

【0004】[0004]

【課題を解決するための手段】[Means for Solving the Problems]

本考案は前記問題に対処するため、支柱を挿入する挿入孔を穿ったコンクリー ト構造体を予め構成して設け、このコンクリート構造体を路面の所望位置に穿っ た埋設孔に嵌めて固定した後構造体の前記挿入孔内に支柱の下部側と、この傾斜 面と向い合う対応面を傾斜させた複数の短筒金具からなる拡開手段を有し、更に 最下部短筒金具に一端を固定させたボルトを夫々短筒金具及び支柱内に遊嵌し、 前記拡開部分の短筒金具の傾斜面のズレを利用してボルトの締付けで挿入孔の内 壁に拡開部を圧接定着させ、更に支柱の上端にはボルト及びナットを覆うキャッ プを設けたガードレール支柱を提供するものである。 In order to deal with the above-mentioned problem, the present invention pre-configures a concrete structure having an insertion hole for inserting a strut, and after this concrete structure is fitted and fixed in an embedding hole drilled at a desired position on the road surface. Inside the insertion hole of the structure, there is an expansion means consisting of a plurality of short tube fittings with the lower side of the column and the corresponding surface facing this inclined surface, and one end is fixed to the lowermost short tube fitting. Each of the bolts is loosely fitted into the short tubular metal fitting and the column, and the expanded portion is pressed and fixed to the inner wall of the insertion hole by tightening the bolt by utilizing the deviation of the inclined surface of the short tubular metal fitting in the expanded portion. In addition, a guardrail strut is provided with a cap that covers the bolts and nuts at the upper end of the strut.

【0005】[0005]

【作用】[Action]

路面の所望位置に穿った埋設孔8に挿入孔6aを設けたコンクリート構造体6 を嵌めて埋設固定した後前記挿入孔6a内に、支柱1及び短筒金具2の傾斜面1 a,2aを対応させて短筒金具2の端部に一端を取付けたボルト3で連絡させた 中空支柱1の下部側と短筒金具2を挿入して中空支柱1の上端の高さを設定位置 に合わせた後中空支柱1の上端に設けた受片4を介してボルト3に螺合させたナ ット5でボルト3を締付けると短筒金具2は引かれて中空支柱1の傾斜面1aに 対応する短筒金具2の傾斜面2aが締付けによってズレを生じ、このズレ作用で 中空支柱1及び短筒金具2は挿入孔6aの内壁に圧接されて定着される。また締 付け作用が終った後キャップ10で上端部のナット5を覆っている。また支柱1 の高さが異って調整をしたい時は、キャップ10を外し、ナット5を弛めること で挿入孔6aの内壁に圧接した拡開部は緩められ自由となる。従ってこの時に支 柱は上下でき高さは調整することができて再びナット5を締付ければよいので調 整は簡単に行うことができる。 After the concrete structure 6 having the insertion hole 6a provided in the buried hole 8 drilled at a desired position on the road surface is fitted and fixed in place, the support surface 1 and the inclined surfaces 1a and 2a of the short tubular metal fitting 2 are inserted into the insertion hole 6a. Correspondingly, the ends of the short tubular metal fittings 2 were connected to each other by bolts 3 with one end attached. The lower side of the hollow support 1 and the short tubular metal fittings 2 were inserted to adjust the height of the upper end of the hollow support 1 to the set position. When the bolt 3 is tightened with the nut 5 screwed to the bolt 3 via the receiving piece 4 provided at the upper end of the rear hollow support 1, the short tubular metal fitting 2 is pulled and corresponds to the inclined surface 1a of the hollow support 1. The inclined surface 2a of the short tubular metal fitting 2 is displaced due to the tightening, and due to this displacement action, the hollow column 1 and the short tubular metal fitting 2 are pressed against and fixed to the inner wall of the insertion hole 6a. After the tightening action is completed, the cap 10 covers the nut 5 at the upper end. When the height of the support column 1 is to be adjusted differently, the cap 10 is removed and the nut 5 is loosened to loosen the expanded portion pressed against the inner wall of the insertion hole 6a. Therefore, at this time, the stanchion can be moved up and down, the height can be adjusted, and the nut 5 can be tightened again, so that the adjustment can be easily performed.

【0006】[0006]

【実施例】【Example】

図は本考案によるガールレール支柱の実施例を示したもので、以下図に基いて 説明する。 The drawings show an embodiment of a girl rail support according to the present invention, which will be described below with reference to the drawings.

【0007】 図1及び図2の一実施例で、1は上部側に鋼板aを取付ける複数の孔を設けた 中空からなる支柱で、2は短筒金具である。中空支柱1の下部側と短筒金具2の 向い合った対応する端面には傾斜した傾斜面1a,2aを夫々に形成してこの傾 斜面1a,2aに沿って摺動可能にして中空支柱1及び短筒金具2の押圧で傾斜 面1a,2aにズレを生じさせて拡開させるようにしてある。In one embodiment of FIGS. 1 and 2, reference numeral 1 is a hollow column having a plurality of holes for mounting a steel plate a on its upper side, and 2 is a short tubular metal fitting. The lower end of the hollow column 1 and the corresponding end face of the short tubular metal fitting 2 are formed with inclined slopes 1a and 2a, respectively, and slidable along the inclined faces 1a and 2a so that the hollow column 1 can be slid. Further, the pressing of the short tube fitting 2 causes the inclined surfaces 1a, 2a to be displaced so as to be expanded.

【0008】 前記短筒金具2の傾斜面2aの反対端部には、短筒金具2及び中空支柱1内を 挿通して遊嵌するボルト3の一端を固定して取付け、ボルト3の他端は中空支柱 1の上端に設けた受片4に設けた長孔4aを通して中空支柱1から外側に突出さ せてナット5によって短筒金具2を締付け短筒金具2は傾斜面1a,2aに沿っ て拡開させるようにしてある。At the opposite end of the inclined surface 2 a of the short tubular metal fitting 2, one end of a bolt 3 which is inserted through the short tubular metal fitting 2 and the hollow strut 1 and is loosely fitted is fixedly attached, and the other end of the bolt 3 is attached. Is a hollow pillar 1 that is protruded from the hollow pillar 1 through a long hole 4a provided in a receiving piece 4 provided at the upper end of the hollow pillar 1. It is designed to be expanded.

【0009】 前記支柱1の下部側と短筒金具2は、予め挿入孔6aを設けて成形したコンク リート構造体6の前記挿入孔6a内に挿入するものである。またコンクリート構 造体6は路面7の所望位置に穿った埋設孔8内にコンクリート構造体6を埋設固 定する。The lower side of the column 1 and the short tube fitting 2 are inserted into the insertion hole 6a of the concrete structure 6 which is formed by previously forming the insertion hole 6a. The concrete structure 6 is fixed by embedding the concrete structure 6 in an embedding hole 8 formed at a desired position on the road surface 7.

【0010】 また支柱1には、支柱1,1間に前記鋼板aをわたして支柱1と鋼板aをボル トbによって取付ける。Further, the support plate 1 is attached between the support columns 1 and 1 by mounting the support plate 1 and the steel plate a on the support column 1 with a bolt b.

【0011】 図3は別の実施例で、第1実施例の中空支柱1と短筒金具2の間に別の第2短 筒金具9を追加して用いたもので、第2短筒金具9には中空支柱1と短筒金具2 の間に介在させるため、第2短筒金具9は、中空支柱1及び短筒金具2の夫々対 応する端部に傾斜面9aと9bを設けて前記ナット5の締付けで傾斜面に沿って ズレを発生させるようにしてある。FIG. 3 shows another embodiment in which another second short tubular metal fitting 9 is additionally used between the hollow support 1 and the short tubular metal fitting 2 of the first embodiment. In order to interpose between the hollow support 1 and the short tubular metal fitting 9 in the second cylindrical metal fitting 9, the second short tubular metal fitting 9 has inclined surfaces 9a and 9b at the corresponding ends of the hollow support 1 and the short tubular metal fitting 2, respectively. The tightening of the nut 5 causes a deviation along the inclined surface.

【0012】 10はキャップで中空支柱1の上端部のナット5を覆うものである。Reference numeral 10 denotes a cap for covering the nut 5 at the upper end of the hollow column 1.

【0013】[0013]

【考案の効果】[Effect of device]

本考案は中空支柱と短筒金具で構成すると共に短筒金具に一端を固定したボル トの他端を短筒金具及び中央支柱を通して中空支柱の上端に設けた受片の長孔を 通して外部に突出させ、このボルトに螺合するナットの締付けで中空支柱に設け た傾斜面と対応させた短筒金具の傾斜面との関係にズレを発生させ、このズレ作 用で拡開部は挿入孔の内壁に圧接固定させるので、従来のように支柱をコンクリ ートの中に挿込んでコンクリートが凝結するまでまつ必要がなく、予め挿入孔を 設けたコンクリート構造体を造ってあれば簡単に支柱に設置できるものであり、 工期の短縮ができる。また支柱の高さの調整にもナットの弛め或いは締付けで容 易に行うことができ、従来のコンクリート植設と異り便利である等の効果がある 。 The present invention consists of a hollow column and a short tube metal fitting, and the other end of the bolt whose one end is fixed to the short tube metal fitting is passed through the short tube metal fitting and the central pillar through the long hole of the receiving piece provided on the upper end of the hollow pillar to externally When the nut is screwed to the bolt, the gap between the inclined surface of the hollow column and the inclined surface of the corresponding short metal fitting will be misaligned. Since it is pressed and fixed to the inner wall of the hole, it is not necessary to wait until the concrete is solidified by inserting the pillar into the concrete as in the conventional case, and it is easy to construct a concrete structure with an insertion hole in advance. It can be installed on a pillar, and the construction period can be shortened. Also, the height of the column can be easily adjusted by loosening or tightening the nut, which has the effect of being more convenient than conventional concrete planting.

【図面の簡単な説明】[Brief description of drawings]

【図1】本考案によるガードレール支柱の一実施例を示
したもので、ガードレール支柱設置時の縦断側面図であ
る。
FIG. 1 shows an embodiment of a guardrail strut according to the present invention, and is a vertical sectional side view when a guardrail strut is installed.

【図2】ガードレール支柱の設置前の縦断側面図であ
る。
FIG. 2 is a vertical cross-sectional side view of a guardrail column before installation.

【図3】ガードレール支柱の他の実施例はガードレール
支柱設置時の縦断面図である。
FIG. 3 is a vertical cross-sectional view of another embodiment of the guardrail column when the guardrail column is installed.

【符号の説明】[Explanation of symbols]

1 中空支柱 1a 傾斜面 2,9 傾斜金具 2a,9a,9b 傾斜面 3,b ボルト 4 受片 5 ナット 6 コンクリート構造体 6a 挿入孔 7 路面 8 埋設孔 10 キャップ a 鋼板 1 Hollow support 1a Inclined surface 2,9 Inclined metal fittings 2a, 9a, 9b Inclined surface 3, b Bolt 4 Receiving piece 5 Nut 6 Concrete structure 6a Insert hole 7 Road surface 8 Buried hole 10 Cap a Steel plate

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 挿入孔を設けた構造体を、路面の支柱設
置位置に穿った埋設孔に埋設し、また前記構造体の挿入
孔には、向い合う対応端面を夫々傾斜させた傾斜面を設
けた拡開手段と、鋼板取付け孔を有する支柱と短筒金具
を配列し、更に最下短筒金具に一端を取付けたボルトの
他端側を短筒金具及び支柱内に通して遊嵌し、このボル
トの自由端側は支柱の上端の受片に設けた長孔を通して
ナットを介して受片で受け止め、この支柱の下部側と短
筒金具の拡開手段を挿入して前記ボルトに螺合したナッ
トの締付けで拡開手段の傾斜によるズレ作用で挿入孔の
内壁に支柱の下部側と短筒金具の拡開部を圧接定着さ
せ、更に支柱の上端側には前記ナットを覆うキャップを
着脱可能に設けた事を特徴としたガードレール支柱。
1. A structure having an insertion hole is embedded in an embedding hole formed at a position where a pole is installed on a road surface, and the insertion hole of the structure is provided with an inclined surface having inclined corresponding end faces. Arrangement of the expanding means provided, a support having a steel plate mounting hole, and a short tubular metal fitting, and the other end of the bolt having one end attached to the lowest short tubular metal fitting is passed through the short tubular metal fitting and the support for loose fitting. The free end side of this bolt is received by the receiving piece via the nut through the long hole provided in the receiving piece at the upper end of the strut, and the lower side of this strut and the expanding means of the short tube fitting are inserted and screwed into the bolt. By tightening the fitted nuts, the lower side of the column and the expanded part of the short tubular metal fitting are pressed and fixed to the inner wall of the insertion hole by the displacement action due to the inclination of the expansion means, and a cap that covers the nut is attached to the upper end side of the column. Guardrail stanchions featuring removable installation.
JP595993U 1993-02-23 1993-02-23 Guardrail support Expired - Lifetime JPH0745613Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP595993U JPH0745613Y2 (en) 1993-02-23 1993-02-23 Guardrail support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP595993U JPH0745613Y2 (en) 1993-02-23 1993-02-23 Guardrail support

Publications (2)

Publication Number Publication Date
JPH0663620U true JPH0663620U (en) 1994-09-09
JPH0745613Y2 JPH0745613Y2 (en) 1995-10-18

Family

ID=11625436

Family Applications (1)

Application Number Title Priority Date Filing Date
JP595993U Expired - Lifetime JPH0745613Y2 (en) 1993-02-23 1993-02-23 Guardrail support

Country Status (1)

Country Link
JP (1) JPH0745613Y2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016074519A (en) * 2014-10-07 2016-05-12 株式会社タダノ Lateral guard of mobile crane
KR20180115024A (en) * 2017-04-12 2018-10-22 최영주 Supporting means for glass guard fence

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016074519A (en) * 2014-10-07 2016-05-12 株式会社タダノ Lateral guard of mobile crane
KR20180115024A (en) * 2017-04-12 2018-10-22 최영주 Supporting means for glass guard fence

Also Published As

Publication number Publication date
JPH0745613Y2 (en) 1995-10-18

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