JP2015110889A - Construction method and fixture for construction of guard fence - Google Patents

Construction method and fixture for construction of guard fence Download PDF

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JP2015110889A
JP2015110889A JP2014193307A JP2014193307A JP2015110889A JP 2015110889 A JP2015110889 A JP 2015110889A JP 2014193307 A JP2014193307 A JP 2014193307A JP 2014193307 A JP2014193307 A JP 2014193307A JP 2015110889 A JP2015110889 A JP 2015110889A
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bracket
construction
horizontal beam
horizontal
jig
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JP6389405B2 (en
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弘 松藤
Hiroshi Matsufuji
弘 松藤
祥敬 嶋田
Yoshitaka Shimada
祥敬 嶋田
昌克 石川
Masakatsu Ishikawa
昌克 石川
広之 青木
Hiroyuki Aoki
広之 青木
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JFE Metal Products and Engineering Inc
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JFE Metal Products and Engineering Inc
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Abstract

PROBLEM TO BE SOLVED: To enable an operator to perform the coupling operation of a support post with a horizontal rail by oneself by temporarily placing a panel in a stable state between support posts.SOLUTION: In a construction method of a guard fence (1), a panel has a pair of upper and lower horizontal rails (21) and a plurality of vertical rails (22) bridged between both horizontal rails, and a bracket is mounted on a support post such that the outer peripheral part of the support post is surrounded, and formed with a support post mounting part (31) partially having a missing part (31a) and a pair of horizontal rail coupling parts (32) extended from both ends of the support post mounting part for coupling the horizontal rails. The construction method of the guard fence (1) includes the steps of: mounting the support post mounting part of the bracket on the support post; mounting a fixture (40) for construction on both horizontal rail coupling parts to prevent the opening of both horizontal rail coupling parts; inserting the end parts of the horizontal rails between both horizontal rail coupling parts of the bracket; and coupling and fixing both horizontal rail coupling parts with the horizontal rails by a fastener.

Description

本発明は、歩道と道路との境界や敷地境界等に設置される防護柵の施工方法及び防護柵の施工に用いる施工用治具に関するものである。   The present invention relates to a method for constructing a protective fence installed at a boundary between a sidewalk and a road, a site boundary, and the like, and a construction jig used for construction of the protective fence.

この種の防護柵として、適宜間隔をおいて地表に立設された支柱と、隣り合う支柱間に掛け渡して設けられたパネルとをブラケットを介して互いに連結固定してなるものが知られている。パネルは、上下一対の横桟と、上下の横桟を連結する複数の縦桟(縦格子)とを有し、各横桟の両端部が隣接する支柱に連結固定される。   As this type of protective fence, there is known a structure in which struts erected on the ground surface with appropriate intervals and panels provided between adjacent struts are connected and fixed to each other via a bracket. Yes. The panel has a pair of upper and lower horizontal bars and a plurality of vertical bars (vertical lattices) that connect the upper and lower horizontal bars, and both ends of each horizontal bar are connected and fixed to adjacent columns.

図19、図20に示すように、ブラケット90は、一部に欠落部91aを有する平面視略環状(C字形状)の支柱取付部91と、支柱取付部91の欠落部91aの両端から縦格子パネル20の横桟21の両側に延びる一対の横桟連結部92と、を有する。縦格子パネル20と支柱10との連結固定は、
工程1:ブラケット90の支柱取付部91を支柱10に嵌合させ、
工程2:ブラケット90の両横桟連結部92の間に横桟21の端部を挿入して、パネル20を両支柱10間に仮置きし、
工程3:両横桟連結部92を両側から押圧して両横桟連結部92の開きを狭めた状態で、両横桟連結部92と横桟21のボルト挿通孔92a、21aにボルト36を挿通し、
工程4:ボルト36にワッシャ37及びナット38を取り付けて締め着けることによりなされる。
As shown in FIGS. 19 and 20, the bracket 90 is vertically extended from both ends of a substantially annular (C-shaped) column mounting part 91 having a missing part 91 a in a plan view and the missing part 91 a of the column mounting part 91. A pair of horizontal beam connecting portions 92 extending on both sides of the horizontal beam 21 of the lattice panel 20. The connection and fixation between the vertical lattice panel 20 and the support column 10 is as follows.
Process 1: The support | pillar attaching part 91 of the bracket 90 is fitted to the support | pillar 10,
Step 2: Insert the end of the horizontal beam 21 between the both horizontal beam connecting portions 92 of the bracket 90, and temporarily place the panel 20 between the two columns 10,
Step 3: In a state where the both horizontal beam connecting portions 92 are pressed from both sides to narrow the opening of the both horizontal beam connecting portions 92, the bolts 36 are inserted into the bolt insertion holes 92a and 21a of the both horizontal beam connecting portions 92 and the horizontal beam 21. Insertion,
Step 4: This is done by attaching a washer 37 and a nut 38 to the bolt 36 and tightening.

上記の工程による横桟21と支柱10との連結固定においては、一人の作業員が縦格子パネル20の一部をブラケット90内に収容してその状態を保持し、別の作業員がボルト挿通孔92a、21aにボルト36を挿通し、ワッシャ37及びナット38で締め付けていた。従って、いずれの作業員も、自身の作業だけで手がふさがってしまうため、両方の作業を一人で行うことはできず、作業員は最低でも二人いなければ防護柵の組み立てを行うことができなかった。よって、施工効率の向上が困難であった。   When the horizontal beam 21 and the column 10 are connected and fixed by the above-described process, one worker accommodates a part of the vertical lattice panel 20 in the bracket 90 and maintains the state, and another worker inserts the bolt. Bolts 36 were inserted into the holes 92a and 21a and tightened with washers 37 and nuts 38. Therefore, since all workers are blocked by their own work alone, both tasks cannot be performed alone, and if at least two workers are not present, a protective fence can be assembled. could not. Therefore, it was difficult to improve the construction efficiency.

そこで、本発明は、上記課題に鑑みてなされたものであり、パネルを支柱間に安定した状態で仮置きすることができ、その状態で作業員が一人で支柱と横桟との連結作業を行うことができる施工効率の良い防護柵の施工方法及びその施工方法に好適な施工用治具を提供することを目的とする。   Therefore, the present invention has been made in view of the above problems, and the panel can be temporarily placed in a stable state between the columns. In this state, an operator can perform the connection work between the column and the horizontal beam alone. An object of the present invention is to provide a construction method for a protective fence that can be carried out with good construction efficiency and a construction jig suitable for the construction method.

上記課題を解決するために、本発明は、支柱とパネルとをブラケットにより互いに連結固定してなる防護柵の施工方法であって、前記パネルは、上下一対の横桟と両横桟間に架け渡された複数の縦桟とを有し、前記ブラケットは、前記支柱の外周部を囲むように前記支柱に取り付けられ、一部に欠落部を有する支柱取付部と、前記支柱取付部の両端から延び、前記横桟を連結する一対の横桟連結部と、を有し、前記ブラケットの前記支柱取付部を前記支柱に取り付ける工程と、両横桟連結部に施工用治具を取り付けて両横桟連結部の開きを防止する工程と、前記ブラケットの両横桟連結部の間に前記横桟の端部を挿入する工程と、前記両横桟連結部と前記横桟とを締結具により互いに連結固定する工程と、を有することを特徴とする。   In order to solve the above-described problems, the present invention provides a method for constructing a protective fence in which a support column and a panel are connected and fixed to each other by a bracket, and the panel extends between a pair of upper and lower horizontal rails and both horizontal rails. A plurality of vertical rails passed, and the bracket is attached to the column so as to surround the outer periphery of the column, and a column mounting part having a missing portion in part, and from both ends of the column mounting unit A pair of horizontal beam connecting portions that extend and connect the horizontal beam, and a step of attaching the column mounting portion of the bracket to the column, and a mounting jig attached to both horizontal beam connecting portions. A step of preventing the opening of the crosspiece connecting portion, a step of inserting the end portions of the horizontal crosspieces between the both horizontal crosspiece connecting portions of the bracket, and the both crosspiece connecting portions and the horizontal crosspieces by a fastener. And connecting and fixing.

上記施工方法によれば、ブラケットの両横桟連結部に施工用治具を取り付けることにより、パネルを両支柱間に安定した状態で仮置きすることができる。その状態で、支柱と横桟とを互いに連結する作業を一人の作業員で行うことができる。   According to the above construction method, the panel can be temporarily placed in a stable state between the two columns by attaching the construction jig to the both lateral beam connecting portions of the bracket. In this state, a single worker can perform the work of connecting the column and the crosspiece to each other.

また、前記施工用治具により、各横桟連結部の開きを各横桟連結部の左右方向からを押さえつけることが好ましい。
これにより、両横桟連結部を両側から押圧した状態に保つことができるので、ブラケットが傾いた状態になるのを防止し、パネルを両支柱間に安定した状態で仮置きすることができる。そして、ブラケットの両横桟連結部が両側から圧縮された状態に保たれていることにより、両横桟連結部と横桟とを互いに連結する作業を一人の作業員で行うことができる。
Moreover, it is preferable to hold down the opening of each horizontal beam connecting part from the left-right direction of each horizontal beam connecting part by the construction jig.
Thereby, since both the cross rail connecting portions can be kept pressed from both sides, the bracket can be prevented from being inclined, and the panel can be temporarily placed between the two columns in a stable state. And since the both horizontal beam connecting parts of the bracket are kept compressed from both sides, the operation of connecting the both horizontal beam connecting parts and the horizontal beam to each other can be performed by one worker.

また、前記施工用治具により、各横桟連結部の開きを各横桟連結部の上下方向から各横桟連結部を押さえつけることが好ましい。
これにより、施工用治具で横桟を支持することができるので、パネルを両支柱間に安定した状態で仮置きすることができる。
また、治具本体で横桟を支持することができるので、ブラケットに特別な部材等を設ける必要がないため、ブラケットの加工費等を削減することができる。
Moreover, it is preferable that each horizontal beam connecting portion is pressed from the vertical direction of each horizontal beam connecting portion by the construction jig.
Thereby, since the horizontal rail can be supported by the construction jig, the panel can be temporarily placed in a stable state between the two columns.
Further, since the horizontal rail can be supported by the jig body, it is not necessary to provide a special member or the like on the bracket, so that the processing cost of the bracket can be reduced.

また、前記施工用治具における前記横桟連結部を下方から押さえつける部分で前記横桟を支持することが好ましい。   Moreover, it is preferable that the said horizontal beam is supported in the part which presses down the said horizontal beam connection part in the said construction jig from the downward direction.

また、前記支柱には、前記ブラケットを位置決めして仮留めするための第1の係合部が設けられており、前記ブラケットの前記支柱取付部には、前記第1の係合部に係合する第2の係合部が設けられており、前記第1の係合部と前記第2の係合部とを互いに係合させて、前記ブラケットを前記支柱に仮留めする工程を有することが好ましい。   The support is provided with a first engagement portion for positioning and temporarily fixing the bracket, and the support attachment portion of the bracket is engaged with the first engagement portion. A second engaging portion is provided, and the first engaging portion and the second engaging portion are engaged with each other to temporarily fix the bracket to the support column. preferable.

また、前記第1の係合部は、前記支柱の側部に形成された凹部又は貫通孔であり、前記第2の係合部は、前記凹部又は前記貫通孔に係合するよう前記支柱取付部に形成された爪部であることが好ましい。   In addition, the first engagement portion is a recess or a through hole formed in a side portion of the support column, and the second engagement portion is attached to the support column so as to engage with the recess or the through hole. It is preferable that it is a nail | claw part formed in the part.

前記ブラケットは、自然状態のときには、各横桟連結部の間隔が拡大するように開いており、前記施工用治具によって押さえられたときには、各横桟連結部の延在方向が互いに略平行になることが好ましい。   When the bracket is in a natural state, the bracket is opened so that the interval between the horizontal beam connecting portions is enlarged. When the bracket is pressed by the construction jig, the extending directions of the horizontal beam connecting portions are substantially parallel to each other. It is preferable to become.

また、本発明は、防護柵の施工方法に用いられる施工用治具であって、各横桟連結部の開きを各横桟連結部の側面に当接して両横桟連結部の開きを防止する一対の当接部と、両当接部を連結する連結部とを有する治具本体と、前記治具本体と前記ブラケットとの間に介在する緩衝体と、を備えることを特徴とする。   Moreover, this invention is a construction jig used for the construction method of a protective fence, Comprising: The opening of each horizontal beam connection part contacts the side surface of each horizontal beam connection part, and prevents the opening of both horizontal beam connection parts. And a buffer body interposed between the jig body and the bracket. The jig body includes a pair of contact parts and a connecting part that connects the contact parts.

上記施工用治具を使用することにより、ブラケットの両横桟連結部を両側から押圧することにより、ブラケットの支柱取付部が支柱と密着するため、ブラケットの拘束力が向上し、パネルを両支柱間に安定した状態で仮置きすることができる。よって、従来、作業員が最低二人がかりで行っていた防護柵の施工作業を一人の作業員で行うことが可能となる。   By using the above-mentioned construction jig, the bracket's support mounting part comes into close contact with the support by pressing the side rail connecting part of the bracket from both sides, so the restraining force of the bracket is improved and the panel is fixed to both support It can be temporarily placed in a stable state. Therefore, it is possible to perform the construction work of the protective fence, which has conventionally been performed by at least two workers, by one worker.

また、本発明は、各横桟連結部の開きを各横桟連結部の上下端部に当接する一対の当接部と、両当接部を連結する連結部と、一方の当接部に設けられ、前記ブラケットの両横桟連結部の間に挿入された前記横桟の端部を支持する支持部と、を有する治具本体と、前記治具本体と前記ブラケットとの間に介在する緩衝体と、を備えることを特徴とする。   Further, the present invention provides a pair of abutting portions that abut the opening of each horizontal beam connecting portion against the upper and lower ends of each horizontal beam connecting portion, a connecting portion that connects both the abutting portions, and one abutting portion. A jig main body provided between the jig main body and the bracket, the jig main body having a support portion that supports an end portion of the horizontal crosspiece provided between the horizontal crosspiece connecting portions of the bracket. And a buffer.

上記施工用治具を使用することにより、治具本体の支持部で横桟を支持することができるので、パネルを両支柱間に安定した状態で仮置きすることができる。よって、従来、作業員が最低二人がかりで行っていた防護柵の施工作業を一人の作業員で行うことが可能となる。また、治具本体で横桟を支持することができるので、ブラケットに特別な部材等を設ける必要がないため、ブラケットの加工費等を削減することができる。   By using the construction jig, the horizontal rail can be supported by the support portion of the jig body, so that the panel can be temporarily placed between the two columns in a stable state. Therefore, it is possible to perform the construction work of the protective fence, which has conventionally been performed by at least two workers, by one worker. Further, since the horizontal rail can be supported by the jig body, it is not necessary to provide a special member or the like on the bracket, so that the processing cost of the bracket can be reduced.

本発明の施工用治具において、前記緩衝体は、前記治具本体の周縁の外側に延在していることが好ましい。   In the construction jig of the present invention, it is preferable that the buffer body extends outside the periphery of the jig body.

上記構成によれば、施工用治具をブラケットに取り付けたり外したりする際に、治具本体との接触によりブラケットの表面を傷つけて塗装を剥がしてしまうといった不具合の発生を防止できる。   According to the above configuration, when the construction jig is attached to or detached from the bracket, it is possible to prevent the occurrence of a problem that the surface of the bracket is damaged due to contact with the jig main body and the paint is peeled off.

また、前記緩衝体は、弾性材料から形成されていることが好ましい。   Moreover, it is preferable that the said buffer body is formed from the elastic material.

上記構成によれば、外部から衝撃が加わったとしても、緩衝体が弾性変形することで衝撃を吸収することができるので、ブラケットや横桟の損傷を防止することができる。   According to the above configuration, even when an impact is applied from the outside, the shock absorber can be elastically deformed to absorb the impact, so that it is possible to prevent damage to the bracket and the cross rail.

本発明によれば、パネルを支柱間に安定した状態で仮置きすることができ、その状態で作業員が一人で支柱と横桟との連結作業を行うことができ、従来よりも施工効率を向上することができる。   According to the present invention, the panel can be temporarily placed between the columns in a stable state, and in this state, the worker can perform the connection work between the columns and the crosspieces alone. Can be improved.

防護柵の正面図である。It is a front view of a protection fence. 防護柵の縦格子パネルの正面図である。It is a front view of the vertical lattice panel of a protection fence. 縦格子パネルの部分破断斜視図である。It is a partial fracture perspective view of a vertical lattice panel. (A)は防護柵のブラケットの斜視図であり、(B)は防護柵のブラケットの平面図である。(A) is a perspective view of the bracket of a guard fence, (B) is a top view of the bracket of a guard fence. ブラケットの側面図である。It is a side view of a bracket. ブラケットの背面図である。It is a rear view of a bracket. 防護柵の支柱の上部斜視図である。It is a top perspective view of the support fence post. 支柱の上部にブラケットを一つ仮留めした状態を示す断面図である。It is sectional drawing which shows the state which temporarily fastened one bracket to the upper part of a support | pillar. 支柱の上部にブラケットを二つ仮留めした状態を示す断面図である。It is sectional drawing which shows the state which temporarily fastened two brackets to the upper part of a support | pillar. 本発明の施工用治具の斜視図である。It is a perspective view of the construction jig of the present invention. 施工用治具の側面図である。It is a side view of the jig for construction. 施工用治具の正面図である。It is a front view of the jig for construction. 第1の実施形態におけるブラケットと施工用治具の斜視図である。FIG. 3 is a perspective view of a bracket and a construction jig in the first embodiment. 本発明の施工方法により施工途中の防護柵の要部斜視図である。It is a principal part perspective view of the protection fence in the middle of construction by the construction method of this invention. 本発明の施工方法により施工途中の防護柵の要部側面図である。It is a principal part side view of the protection fence in the middle of construction by the construction method of this invention. 第2の実施形態におけるブラケットと施工用治具の斜視図である。It is a perspective view of the bracket and construction jig in a 2nd embodiment. 本発明の施工方法により施工途中の防護柵の要部斜視図である。It is a principal part perspective view of the protection fence in the middle of construction by the construction method of this invention. 本発明の施工方法により施工途中の防護柵の要部斜視図である。It is a principal part perspective view of the protection fence in the middle of construction by the construction method of this invention. 従来の施工方法により施工途中の防護柵の要部分解斜視図である。It is a principal part disassembled perspective view of the protection fence in the middle of construction by the conventional construction method. 従来の施工方法における問題点を示す防護柵の要部分解斜視図である。It is a principal part disassembled perspective view of the protection fence which shows the problem in the conventional construction method.

以下、本発明を実施するための最良の形態について説明する。最初に、本発明の施工方法の対象となる防護柵及び施工用治具について説明し、その後、防護柵の施工方法について説明する。   Hereinafter, the best mode for carrying out the present invention will be described. First, a description will be given of a protective fence and a construction jig that are objects of the construction method of the present invention, and then a construction method of the protective fence will be described.

<第1の実施形態>
[防護柵の構造]
図1から図3に示すように、防護柵1は、適宜間隔をおいて地盤Eに立設された支柱10と、隣り合う支柱10間に掛け渡して設けられた縦格子パネル(パネル)20とをブラケット30を介して互いに連結固定してなる。
<First Embodiment>
[Protective fence structure]
As shown in FIG. 1 to FIG. 3, the protective fence 1 includes a support column 10 standing on the ground E with an appropriate interval, and a vertical grid panel (panel) 20 provided between adjacent columns 10. Are connected and fixed to each other via a bracket 30.

(支柱)
支柱10は、円筒状に形成された金属管であり、一端が地盤Eに埋設されている。支柱10は、例えば、車道と歩道との境界線に沿って複数立設されている。支柱10の上端部近傍及び下端部近傍には、ブラケット30を位置決めして仮留めするための円形の貫通孔(第1の係合部)10aが2つずつ互いに対向するように形成されている(図7〜図9)。
(Support)
The column 10 is a metal tube formed in a cylindrical shape, and one end is embedded in the ground E. For example, a plurality of support columns 10 are erected along the boundary line between the roadway and the sidewalk. Two circular through holes (first engagement portions) 10a for positioning and temporarily fixing the bracket 30 are formed in the vicinity of the upper end portion and the lower end portion of the support column 10 so as to face each other. (FIGS. 7-9).

(縦格子パネル)
縦格子パネル20は、平面視矩形状に形成されており、上下一対の横桟(同縁)21と、上下の横桟21を連結する複数の縦桟(縦格子)22とを有し(図2、図3)、各横桟21の両端部が隣り合う支柱10にそれぞれ連結固定されている。
横桟21は、金属板を曲げ加工することにより形成される略円筒状の直管であり、図3に示すように、長手方向に沿って一定幅のスリット21sを有している。横桟21の両端近傍には、ブラケット30との連結に使用されるボルト挿通孔21aが形成されている(図2、図3)。両横桟21は、互いのスリット21s同士を対向させて互いに平行に配置されている。両横桟21内には、縦桟22の並び間隔を等間隔に保持するとともに、全ての縦桟22を互いに平行な姿勢に保ちつつスリット21sの延びる方向に回動可能に保持する図示しない間隔保持材が設けられている。
縦桟22は、円筒状に形成された金属管であり、両端部が押し潰されて板状に形成されている。縦桟22の両端部は、それぞれ横桟21のスリット21sに嵌め込まれている。
(Vertical lattice panel)
The vertical grid panel 20 is formed in a rectangular shape in plan view, and has a pair of upper and lower horizontal bars (same edges) 21 and a plurality of vertical bars (vertical grids) 22 connecting the upper and lower horizontal bars 21 ( 2 and 3), both ends of each crosspiece 21 are connected and fixed to the adjacent columns 10, respectively.
The crosspiece 21 is a substantially cylindrical straight pipe formed by bending a metal plate, and has a slit 21s having a constant width along the longitudinal direction as shown in FIG. Bolt insertion holes 21a used for connection with the bracket 30 are formed in the vicinity of both ends of the horizontal rail 21 (FIGS. 2 and 3). Both horizontal rails 21 are arranged in parallel with each other so that the slits 21s face each other. In both horizontal bars 21, the interval between the vertical bars 22 is maintained at an equal interval, and all the vertical bars 22 are held in a parallel posture so as to be rotatable in the extending direction of the slits 21s. A holding material is provided.
The vertical rail 22 is a metal tube formed in a cylindrical shape, and both ends are crushed and formed in a plate shape. Both ends of the vertical beam 22 are fitted in the slits 21s of the horizontal beam 21, respectively.

(ブラケット)
図4から図6に示すように、ブラケット30は、支柱10の外周部を囲むように支柱10に取り付けられ、一部に欠落部31aを有する平面視略円環状(C字形状)の支柱取付部31と、支柱取付部31の欠落部31aの両端から外側に延び、横桟21を連結する一対の横桟連結部32と、を有する。
支柱取付部31には、支柱10の貫通孔10aに係合する爪部(第2の係合部)31bが設けられている。
各横桟連結部32の先端部には、横桟21との連結に使用されるボルト挿通孔(締結具挿通孔)32aが形成されている。各横桟連結部32の上下両端部には、内側にL字形(直角)に屈曲した部分からなる受板部32bが形成されている。これらの受板部32bは、ブラケット30から横桟21が上下方向に逸脱しないようなストッパとして形成されている。各横桟連結部32には、補強リブ(ビード)32cが形成されている。補強リブ32cの一部は、支柱取付部31に延びている。ブラケット30は、自然状態のときには、図4(B)に示すように、両横桟連結部32の間隔が拡大するように開いている。言い換えると、両横桟連結部32は、平面視略ハ字形状に開いている。
(bracket)
As shown in FIGS. 4 to 6, the bracket 30 is attached to the support column 10 so as to surround the outer peripheral portion of the support column 10, and is attached to a substantially annular (C-shaped) support in a plan view having a missing portion 31 a in part. And a pair of horizontal beam connecting portions 32 that extend outward from both ends of the missing portion 31 a of the column attachment portion 31 and connect the horizontal beam 21.
The column attachment portion 31 is provided with a claw portion (second engagement portion) 31 b that engages with the through hole 10 a of the column 10.
A bolt insertion hole (fastener insertion hole) 32 a that is used for connection to the horizontal beam 21 is formed at the tip of each horizontal beam connection portion 32. At both upper and lower end portions of each crosspiece connecting portion 32, receiving plate portions 32b are formed that are bent in an L shape (right angle) on the inside. These receiving plate portions 32 b are formed as stoppers so that the horizontal rail 21 does not deviate in the vertical direction from the bracket 30. Reinforcing ribs (beads) 32 c are formed in each horizontal beam connecting portion 32. A part of the reinforcing rib 32 c extends to the column attachment portion 31. When the bracket 30 is in a natural state, the bracket 30 is open so that the distance between the two cross rail connecting portions 32 increases as shown in FIG. In other words, the both side rail connecting portions 32 are open in a substantially C shape in plan view.

図8、図9に示すように、爪部31bは、支柱10に形成された貫通孔10aに嵌まり込むことにより、ブラケット30の落下を防止する。ここで、爪部31bは、ブラケット30の一箇所に設けられているため、ブラケット30は支柱10に対して傾くが、支柱取付部31の略円環状の内壁が支柱10の外周面に接触するため、大きく傾くことはない。これにより、ブラケット30は支柱10に対して僅かに傾いた状態で貫通孔10aの位置で保持されることになる。   As shown in FIGS. 8 and 9, the claw portion 31 b is fitted into the through-hole 10 a formed in the support column 10, thereby preventing the bracket 30 from falling. Here, since the claw portion 31 b is provided at one place of the bracket 30, the bracket 30 is inclined with respect to the column 10, but the substantially annular inner wall of the column mounting portion 31 contacts the outer peripheral surface of the column 10. Therefore, it does not tilt greatly. As a result, the bracket 30 is held at the position of the through hole 10 a while being slightly inclined with respect to the column 10.

[施工用治具の構造]
次に、施工用治具40について説明する。
図10から図12に示すように、施工用治具40は、両横桟連結部32の外側面部に当接して両横桟連結部32の開きを防止する互いに平行な一対の当接部41aと、両当接部41aを連結している連結部41bとを有し、これらが一体に形成された鉄製のコ字形状の治具本体41と、ブラケット30への装着時に治具本体41の内面とブラケット30との間に介在する緩衝体42とを有する。緩衝体42は、治具本体41の内面に接着されたゴム製の柔軟な弾性部材である。緩衝体42は、治具本体41の周縁の外側に張り出すように大きく延在している。
[Construction jig structure]
Next, the construction jig 40 will be described.
As shown in FIGS. 10 to 12, the construction jig 40 has a pair of parallel abutting portions 41 a that abut against the outer surface portion of the both horizontal beam connecting portions 32 and prevent the both horizontal beam connecting portions 32 from opening. And a connecting portion 41b for connecting both abutting portions 41a, and an iron U-shaped jig body 41 formed integrally with the jig body 41, and when the jig body 41 is attached to the bracket 30, A buffer body 42 is provided between the inner surface and the bracket 30. The buffer body 42 is a flexible elastic member made of rubber bonded to the inner surface of the jig body 41. The buffer body 42 extends greatly so as to project outside the periphery of the jig body 41.

この施工用治具40を使用することにより、ハ字状に開いたブラケット30の両横桟連結部32を両側から圧縮し、平行にした状態を保つことにより、ブラケット30の支柱取付部31が支柱10と密着するため、ブラケット30の拘束力が向上し、縦格子パネル20を両支柱10間に安定した状態で仮置きすることができる。これにより、ブラケット30の両横桟連結部32が傾かないので、縦格子パネル20が落下しにくくなる。また、ボルト36の軸が横桟のボルト挿通孔32aに対して傾かないので、ボルト挿通孔32aにボルト36を挿通することが容易になる。
よって、従来、作業員が最低二人がかりで行っていた防護柵1の施工作業を一人の作業員で行うことが可能となる。また、ゴム製の緩衝体42が治具本体41の外側に張り出すように大きく延在しているので、治具本体41がブラケット30に直接接触することがなく、施工用治具40をブラケット30に取り付けたり外したりする際に、治具本体41との接触によりブラケット30の表面を傷つけて塗装を剥がしてしまうといった不具合の発生を防止できる。
なお、上記実施形態では、コ字形の治具本体41を有する施工用治具40が例示されているが、治具本体41の形状はブラケット30の横桟連結部32の形状に応じて適宜変更し得る。例えば、ブラケット30の横桟連結部32が丸みを帯びている場合、治具本体41もそれに合わせて丸みを帯びた形状に設計すればよい。
By using this construction jig 40, the both side beam connecting portions 32 of the bracket 30 opened in a C-shape are compressed from both sides and kept parallel, so that the column mounting portions 31 of the bracket 30 are Since it is in close contact with the column 10, the restraining force of the bracket 30 is improved, and the vertical grid panel 20 can be temporarily placed between the columns 10 in a stable state. Thereby, since both the cross rail connection part 32 of the bracket 30 does not incline, the vertical lattice panel 20 becomes difficult to fall. Moreover, since the axis | shaft of the volt | bolt 36 does not incline with respect to the volt | bolt insertion hole 32a of a horizontal rail, it becomes easy to insert the volt | bolt 36 in the volt | bolt insertion hole 32a.
Therefore, it is possible to carry out the construction work of the protective fence 1 which has conventionally been performed by at least two workers by one worker. Further, since the rubber shock absorber 42 extends so as to protrude outside the jig body 41, the jig body 41 does not directly contact the bracket 30, and the construction jig 40 is attached to the bracket. When being attached to or removed from the 30, it is possible to prevent the occurrence of a problem that the surface of the bracket 30 is damaged due to contact with the jig body 41 and the coating is peeled off.
In the above embodiment, the construction jig 40 having the U-shaped jig main body 41 is illustrated, but the shape of the jig main body 41 is appropriately changed according to the shape of the cross beam connecting portion 32 of the bracket 30. Can do. For example, when the horizontal rail connecting portion 32 of the bracket 30 is rounded, the jig body 41 may be designed to be rounded accordingly.

[防護柵の施工方法]
次に、図13から図15を用いて、上記防護柵1の施工方法について説明する。
この防護柵1における縦格子パネル20の取り付けは、下記の工程1から工程5によりなされる。
[Protective fence construction method]
Next, the construction method of the guard fence 1 will be described with reference to FIGS.
The vertical lattice panel 20 is attached to the protective fence 1 by the following steps 1 to 5.

工程1:ブラケット30の支柱取付部31を支柱10に嵌合させる。支柱10の貫通孔10aとブラケット30の爪部31bとを互いに係合させることにより、ブラケット30が支柱10に仮留めされる(図8、図9)。
工程2:ブラケット30の両横桟連結部32に施工用治具40を上方から取り付ける(図13)。施工用治具40を取り付けることにより、両横桟連結部32が両側(横桟連結部32が開こうとする方向の下流側)から押圧された状態に保たれる。すなわち、両横桟連結部32の水平方向における両側面部が互いに略平行に保たれる。
工程3:ブラケット30の両横桟連結部32の間に横桟21の端部を挿入する。工程1から工程3を支柱10と縦格子パネル20との全ての連結部(四箇所)について実施することにより、隣り合う支柱10間に縦格子パネル20が仮置きされる。
工程4:隣り合う支柱10間に縦格子パネル20を仮置きした状態で、図14に示すように、両横桟連結部32と横桟21のボルト挿通孔32a、21aのボルト36を挿入し、ボルト36の胴部にワッシャ37及びナット38を取り付けて締め付けることにより、両横桟連結部32と横桟21とを互いに固定する。このとき支柱取付部31が支柱10に圧着し、ブラケット30が支柱10に固定される。その結果、支柱10と横桟21とがブラケット30を介して互いに連結固定される。図15はこのときの状態を示している。
工程5:ブラケット30から施工用治具40を取り外す。
Process 1: The support | pillar attaching part 31 of the bracket 30 is fitted to the support | pillar 10. FIG. The bracket 30 is temporarily fastened to the column 10 by engaging the through hole 10a of the column 10 and the claw portion 31b of the bracket 30 (FIGS. 8 and 9).
Step 2: The construction jig 40 is attached from above to the both side rail connecting portions 32 of the bracket 30 (FIG. 13). By attaching the construction jig 40, both the cross beam connecting portions 32 are kept pressed from both sides (the downstream side in the direction in which the horizontal beam connecting portions 32 are to be opened). That is, both side surface portions in the horizontal direction of both the cross rail connecting portions 32 are kept substantially parallel to each other.
Step 3: Insert the end of the horizontal beam 21 between the both horizontal beam connecting portions 32 of the bracket 30. The vertical lattice panel 20 is temporarily placed between the adjacent struts 10 by performing Step 1 to Step 3 for all the connecting portions (four places) between the struts 10 and the vertical lattice panels 20.
Step 4: With the vertical grid panel 20 temporarily placed between adjacent columns 10, as shown in FIG. 14, the bolt insertion holes 32 a and 21 a of bolts 36 of the horizontal rails 21 and the horizontal rails 21 are inserted. The washer 37 and the nut 38 are attached to the body of the bolt 36 and tightened to fix the both side beam connecting portions 32 and the side beam 21 to each other. At this time, the column attachment portion 31 is pressure-bonded to the column 10 and the bracket 30 is fixed to the column 10. As a result, the column 10 and the crosspiece 21 are connected and fixed to each other via the bracket 30. FIG. 15 shows the state at this time.
Step 5: Remove the construction jig 40 from the bracket 30.

上記施工方法によれば、工程2において、ブラケット30の両横桟連結部32に施工用治具40を取り付けることにより、両横桟連結部32を両側(横桟連結部32が開こうとする方向の下流側)から押圧した状態に保つことができるので、ブラケット30が傾いた状態になるのを防止し、工程3において、縦格子パネル20を両支柱10間に安定した状態で仮置きすることができる。
そして、ブラケット30の両横桟連結部32が両側から圧縮された状態に保たれていることにより、工程4において、両横桟連結部32と横桟21とを互いに固定する作業を一人の作業員で行うことができる。これに対し、従来においては、一人の作業員が両手で両横桟連結部32を両側から圧縮して両横桟連結部32の開きを狭めた状態で、別の作業員が両横桟連結部32と横桟21のボルト挿通孔32a、21aにボルト36を挿通する必要があったため、作業員が最低二人がかりで作業をしなければ防護柵1の組み立てを行うことができなかった。よって、従来よりも施工効率を向上することができる。
According to the above construction method, in step 2, by attaching the construction jig 40 to the both horizontal beam connecting portions 32 of the bracket 30, the both horizontal beam connecting portions 32 are opened on both sides (the horizontal beam connecting portion 32 tries to open). Since the bracket 30 is prevented from being inclined, the vertical lattice panel 20 is temporarily placed between the two columns 10 in a stable state in step 3. be able to.
In addition, since both the cross beam connecting portions 32 of the bracket 30 are kept compressed from both sides, the work of fixing the both cross beam connecting portions 32 and the cross beam 21 to each other in the step 4 is performed by one person. It can be done by a member. On the other hand, conventionally, one worker compresses both side beam connecting portions 32 from both sides with both hands and narrows the opening of both side beam connecting portions 32, and another worker connects both side beam connections. Since it was necessary to insert the bolt 36 into the bolt insertion holes 32a and 21a of the section 32 and the horizontal rail 21, the protective fence 1 could not be assembled unless at least two workers were working. Therefore, construction efficiency can be improved compared with the past.

<第2の実施形態>
次に、本発明の第2の実施形態について説明する。第2の実施形態が第1の実施形態と異なる点は、施工用治具及びブラケットの構成である。そこで、以下では、第1の実施形態と異なる点について説明し、第1の実施形態と同じ構成については説明を省略する。
図16から図18に示すように、支柱10の上端部に二つのブラケット50,60が設けられている。
ブラケット50は、支柱10の外周部を囲むように支柱10に取り付けられ、一部に欠落部51aを有する平面視略円環状(C字形状)の支柱取付部51と、支柱取付部51の欠落部51aの両端から外側に延び、横桟21を連結する一対の横桟連結部52と、を有する。
支柱取付部51には、支柱10の上端部にブラケット50を被せて係止するためのキャップ部53が設けられている。キャップ部53は円筒状に形成されており、上端が閉じられて蓋状に形成されている。
各横桟連結部52の先端部には、横桟21との連結に使用されるボルト挿通孔(締結具挿通孔)52aが形成されている。各横桟連結部52には、補強リブ(ビード)52cが形成されている。補強リブ52cの一部は、支柱取付部51に延びている。各横桟連結部52は、その面方向が平行となるように形成されている。
<Second Embodiment>
Next, a second embodiment of the present invention will be described. The second embodiment differs from the first embodiment in the construction of the construction jig and the bracket. Therefore, hereinafter, differences from the first embodiment will be described, and description of the same configuration as that of the first embodiment will be omitted.
As shown in FIGS. 16 to 18, two brackets 50 and 60 are provided at the upper end portion of the column 10.
The bracket 50 is attached to the support column 10 so as to surround the outer periphery of the support column 10, and has a substantially annular (C-shaped) support mounting portion 51 having a missing portion 51 a in a part thereof, and a lack of the support mounting portion 51. A pair of horizontal beam connecting portions 52 that extend outward from both ends of the portion 51 a and connect the horizontal beam 21.
The column attachment portion 51 is provided with a cap portion 53 for covering and locking the bracket 50 on the upper end portion of the column 10. The cap part 53 is formed in a cylindrical shape, and the upper end is closed and formed in a lid shape.
A bolt insertion hole (fastener insertion hole) 52 a used for connection to the horizontal beam 21 is formed at the tip of each horizontal beam connection portion 52. Reinforcing ribs (beads) 52 c are formed in each horizontal beam connecting portion 52. A part of the reinforcing rib 52 c extends to the column attachment portion 51. Each crosspiece connecting portion 52 is formed so that its surface direction is parallel.

ブラケット60は、支柱10の外周部を囲むように支柱10に取り付けられ、ブラケット50の下方に隣接して設けられている。ブラケット60は、一部に欠落部61aを有する平面視略円環状(C字形状)の支柱取付部61と、支柱取付部61の欠落部61aの両端から外側に延び、横桟21を連結する一対の横桟連結部62と、を有する。
支柱取付部61には、支柱10の貫通孔10aに係合する爪部(第2の係合部、図示略)が設けられている。
各横桟連結部62の先端部には、横桟21との連結に使用されるボルト挿通孔(締結具挿通孔)62aが形成されている。各横桟連結部62には、補強リブ(ビード)62cが形成されている。補強リブ62cの一部は、支柱取付部61に延びている。各横桟連結部62は、その面方向が平行となるように形成されている。
The bracket 60 is attached to the support column 10 so as to surround the outer periphery of the support column 10, and is provided adjacent to the lower portion of the bracket 50. The bracket 60 extends outward from both ends of the substantially circular (C-shaped) column mounting part 61 having a missing part 61 a in a plan view and the missing part 61 a of the column mounting part 61, and connects the horizontal beam 21. A pair of horizontal rail connecting portions 62.
The column attachment portion 61 is provided with a claw portion (second engagement portion, not shown) that engages with the through hole 10 a of the column 10.
A bolt insertion hole (fastener insertion hole) 62 a used for connection to the horizontal rail 21 is formed at the tip of each horizontal rail connection portion 62. Reinforcing ribs (beads) 62 c are formed in each horizontal beam connecting portion 62. A part of the reinforcing rib 62 c extends to the column attachment portion 61. Each crosspiece connecting portion 62 is formed so that its surface direction is parallel.

施工用治具70は、両横桟連結部52,62の上端部及び下端部に当接して両横桟連結部52,62の開きを防止する互いに平行な一対の当接部71aと、両当接部71aを連結している連結部71bと、一方の当接部71aに設けられ、ブラケット50,60の両横桟連結部52,62の間に挿入された横桟21の端部を支持する支持部71cと、を有し、これらが一体に形成された鉄製のコ字形状の治具本体71と、ブラケット50,60への装着時に治具本体71の内面とブラケット50,60との間に介在する緩衝体72とを有する。
支持部71cは、一方の当接部71aと同一平面上に形成されており、当接部71a及び連結部71bと一体に形成されている。支持部71cは、横桟連結部52,62に連結される横桟21の延在方向に向けて延在するように形成されており、横桟21の仮置きを可能としている。
緩衝体72は、治具本体71の内面に接着されたゴム製の柔軟な弾性部材である。緩衝体72は、当接部71a及び連結部71bの周縁の外側に張り出すように大きく延在している。
The construction jig 70 includes a pair of parallel abutment portions 71a that abut against the upper and lower end portions of the horizontal beam connecting portions 52, 62 and prevent the horizontal beam connecting portions 52, 62 from opening, The connecting portion 71b that connects the abutting portion 71a and the end portion of the horizontal beam 21 that is provided on one of the abutting portions 71a and is inserted between the horizontal beam connecting portions 52 and 62 of the brackets 50 and 60 are connected to each other. An iron U-shaped jig main body 71 integrally formed with the support portion 71c, and an inner surface of the jig main body 71 and the brackets 50, 60 when mounted on the brackets 50, 60. And a buffer 72 interposed therebetween.
The support portion 71c is formed on the same plane as the one contact portion 71a, and is formed integrally with the contact portion 71a and the connecting portion 71b. The support portion 71c is formed so as to extend in the extending direction of the horizontal rail 21 connected to the horizontal rail connecting portions 52 and 62, and enables the horizontal rail 21 to be temporarily placed.
The buffer body 72 is a flexible elastic member made of rubber bonded to the inner surface of the jig body 71. The buffer body 72 extends greatly so as to protrude outward from the peripheral edges of the contact portion 71a and the connecting portion 71b.

この施工用治具70を使用することにより、縦格子パネル20を両支柱10間に安定した状態で仮置きすることができ、従来、作業員が最低二人がかりで行っていた防護柵1の施工作業を一人の作業員で行うことが可能となる。また、ブラケット50,60に第1の実施形態のような受板部32bを設ける必要がないため、ブラケット50,60の加工の手間も削減される。また、一方の当接部71aを他方の当接部71aよりも大きく形成することで、面積が拡大された部分を支持部71cとして横桟21を仮置きすることができるので、簡単な機構で防護柵1の施工作業を一人の作業員で行うことが可能となる。
なお、上記実施形態では、コ字形の治具本体71を有する施工用治具70が例示されているが、治具本体71の形状はブラケット50,60の横桟連結部52,62の形状に応じて適宜変更し得る。例えば、ブラケット50,60の横桟連結部52,62が丸みを帯びている場合、治具本体71もそれに合わせて丸みを帯びた形状に設計すればよい。
By using this construction jig 70, the vertical grid panel 20 can be temporarily placed in a stable state between the two supports 10, and the protective fence 1 that has been conventionally carried out by at least two workers is used. Construction work can be performed by one worker. Moreover, since it is not necessary to provide the receiving plate part 32b like 1st Embodiment in the brackets 50 and 60, the effort of processing the brackets 50 and 60 is also reduced. In addition, by forming the one abutting portion 71a larger than the other abutting portion 71a, the horizontal rail 21 can be temporarily placed with the expanded portion as the support portion 71c. The construction work of the protective fence 1 can be performed by one worker.
In the above embodiment, the construction jig 70 having the U-shaped jig body 71 is illustrated, but the shape of the jig body 71 is the shape of the horizontal beam connecting portions 52 and 62 of the brackets 50 and 60. It can be changed accordingly. For example, when the crosspiece connecting portions 52 and 62 of the brackets 50 and 60 are rounded, the jig body 71 may be designed to be rounded accordingly.

[防護柵の施工方法]
次に、防護柵1の施工方法について説明する。
防護柵1におけるブラケット50,60を用いた縦格子パネル20の取り付けは、下記の工程Aから工程Jによりなされる。
[Protective fence construction method]
Next, the construction method of the protection fence 1 is demonstrated.
Attachment of the vertical lattice panel 20 using the brackets 50 and 60 in the protective fence 1 is performed by the following process A to process J.

工程A:ブラケット60の支柱取付部61を支柱10に嵌合させる。支柱10の貫通孔10aとブラケット60の爪部(図示略)とを互いに係合させることにより、ブラケット60が支柱10に仮留めされる(図17、図18)。
工程B:ブラケット60の両横桟連結部62に施工用治具70を横方向から取り付ける(図17、図18)。その際、支持部71cが設けられている方の当接部71aを下にしておく。施工用治具70を横方向から取り付けることにより、支持部71cが両横桟連結部62の間の空間の下方に配置される。
工程C:ブラケット60の両横桟連結部62の間に横桟21の端部を挿入する。工程1から工程Cを支柱10と縦格子パネル20との全ての連結部(四箇所)について実施することにより、隣り合う支柱10間に縦格子パネル20が仮置きされる。
工程D:隣り合う支柱10間に縦格子パネル20を仮置きした状態で、両横桟連結部62と横桟21のボルト挿通孔62a、21aのボルト36を挿入し、ボルト36の胴部にワッシャ37及びナット38を取り付けて締め付けることにより、両横桟連結部62と横桟21とを互いに固定する。このとき支柱取付部61が支柱10に圧着し、ブラケット60が支柱10に固定される。その結果、支柱10と横桟21とがブラケット60を介して互いに連結固定される。図17、図18はこのときの状態を示している。
工程E:ブラケット60から施工用治具70を取り外す。
Process A: The support | pillar attaching part 61 of the bracket 60 is fitted to the support | pillar 10. FIG. The bracket 60 is temporarily fastened to the column 10 by engaging the through hole 10a of the column 10 and the claw portion (not shown) of the bracket 60 (FIGS. 17 and 18).
Step B: The construction jig 70 is attached to the both side rail connecting portions 62 of the bracket 60 from the lateral direction (FIGS. 17 and 18). At that time, the contact portion 71a on which the support portion 71c is provided is placed downward. By attaching the construction jig 70 from the lateral direction, the support portion 71 c is disposed below the space between the two cross rail connecting portions 62.
Step C: Insert the end portion of the cross beam 21 between the both cross beam connecting portions 62 of the bracket 60. The vertical lattice panel 20 is temporarily placed between the adjacent struts 10 by performing Step 1 to Step C for all the connection portions (four places) between the struts 10 and the vertical lattice panels 20.
Step D: With the vertical grid panel 20 temporarily placed between the adjacent columns 10, the bolts 36 of both the horizontal beam connecting portions 62 and the bolt insertion holes 62 a and 21 a of the horizontal beam 21 are inserted, and the body of the bolt 36 is inserted. By attaching and tightening the washer 37 and the nut 38, both the cross beam connecting portions 62 and the horizontal beam 21 are fixed to each other. At this time, the support post 61 is pressed against the support 10 and the bracket 60 is fixed to the support 10. As a result, the column 10 and the crosspiece 21 are connected and fixed to each other via the bracket 60. 17 and 18 show the state at this time.
Process E: The construction jig 70 is removed from the bracket 60.

工程F:ブラケット50のキャップ部53を支柱10の上端に被せることにより、ブラケット50が支柱10に仮留めされる(図17、図18)。
工程G:ブラケット50の両横桟連結部52に施工用治具70を横方向から取り付ける(図17、図18)。その際、支持部71cが設けられている方の当接部71aを下にしておく。施工用治具70を横方向から取り付けることにより、支持部71cが両横桟連結部52の間の空間の下方に配置される。
工程H:ブラケット50の両横桟連結部52の間に横桟21の端部を挿入する。工程Fから工程Hを支柱10と縦格子パネル20との全ての連結部(四箇所)について実施することにより、隣り合う支柱10間に縦格子パネル20が仮置きされる。
工程I:隣り合う支柱10間に縦格子パネル20を仮置きした状態で、両横桟連結部52と横桟21のボルト挿通孔52a、21aのボルト36を挿入し、ボルト36の胴部にワッシャ37及びナット38を取り付けて締め付けることにより、両横桟連結部52と横桟21とを互いに固定する。このとき支柱取付部51が支柱10に圧着し、ブラケット50が支柱10に固定される。その結果、支柱10と横桟21とがブラケット50を介して互いに連結固定される。図17、図18はこのときの状態を示している。
工程J:ブラケット50から施工用治具70を取り外す。
Step F: The bracket 50 is temporarily fixed to the support column 10 by covering the upper end of the support column 10 with the cap portion 53 of the bracket 50 (FIGS. 17 and 18).
Process G: The jig 70 for construction is attached to the both horizontal cross link part 52 of the bracket 50 from a horizontal direction (FIG. 17, FIG. 18). At that time, the contact portion 71a on which the support portion 71c is provided is placed downward. By attaching the construction jig 70 from the lateral direction, the support portion 71 c is disposed below the space between the both side rail connecting portions 52.
Step H: Insert the end portion of the cross beam 21 between the both cross beam connecting portions 52 of the bracket 50. The vertical lattice panel 20 is temporarily placed between the adjacent struts 10 by performing the steps F to H for all the connecting portions (four places) between the struts 10 and the vertical lattice panels 20.
Step I: With the vertical grid panel 20 temporarily placed between adjacent struts 10, the bolts 36 of both the horizontal beam connecting portions 52 and the bolt insertion holes 52 a and 21 a of the horizontal beam 21 are inserted, and the body of the bolt 36 is inserted. By attaching and tightening the washer 37 and the nut 38, both the cross beam connecting portions 52 and the horizontal beam 21 are fixed to each other. At this time, the column attachment portion 51 is pressure-bonded to the column 10 and the bracket 50 is fixed to the column 10. As a result, the column 10 and the crosspiece 21 are connected and fixed to each other via the bracket 50. 17 and 18 show the state at this time.
Process J: The construction jig 70 is removed from the bracket 50.

上記施工方法によれば、工程B、工程Gにおいて、支持部71cが設けられている方の当接部71aを下にして施工用治具70を横方向からブラケット50,60に取り付けることにより、支持部71cが両横桟連結部52,62の間の空間の下方に配置され、支持部71cに横桟21を仮置きすることができる。
これにより、工程D、工程Iにおいて、両横桟連結部52,62と横桟21とを互いに固定する作業を一人の作業員で行うことができる。これに対し、従来においては、一人の作業員が両手で両横桟連結部52,62を両側から圧縮して両横桟連結部52,62の開きを狭めた状態で、別の作業員が両横桟連結部52,62と横桟21のボルト挿通孔52a、21aにボルト36を挿通する必要があったため、作業員が最低二人がかりで作業をしなければ防護柵1の組み立てを行うことができなかった。よって、従来よりも施工効率を向上することができる。
According to the construction method, in the process B and the process G, by attaching the construction jig 70 to the brackets 50 and 60 from the lateral direction with the contact part 71a on which the support part 71c is provided facing down, The support part 71c is arrange | positioned under the space between the both horizontal beam connection parts 52 and 62, and the horizontal beam 21 can be temporarily set | placed on the support part 71c.
Thereby, in the process D and the process I, the operation | work which fixes both the horizontal beam connection parts 52 and 62 and the horizontal beam 21 mutually can be performed by one worker. On the other hand, in the past, when one worker compressed both the cross beam connecting portions 52, 62 from both sides with both hands and narrowed the opening of the both cross beam connecting portions 52, 62, another worker Since it is necessary to insert the bolts 36 into the bolt insertion holes 52a and 21a of the both horizontal beam connecting portions 52 and 62 and the horizontal beam 21, the protective fence 1 is assembled unless at least two workers work. I couldn't. Therefore, construction efficiency can be improved compared with the past.

[その他]
なお、本発明は上記実施形態の構成に限定されるものではない。
例えば、第1の実施形態における工程2と工程3の順番を入れ替えることも可能である。すなわち、ブラケット30の両横桟連結部32の間に横桟21の端部を挿入した後(工程3)、ブラケット30の両横桟連結部32に施工用治具40を取り付けて両横桟連結部32の開きを防止し(工程2)、その状態で両横桟連結部32と横桟21とを互いに固定するようにしてもよい(工程4)。この施工方法によっても、ブラケット30の両横桟連結部32に施工用治具40を取り付けることにより、両横桟連結部32を両側から圧縮した状態に保つことができるので、ブラケット30が傾いた状態になるのを防止し、縦格子パネル20を両支柱10間に安定した状態で仮置きすることができる。そして、ブラケット30の両横桟連結部32が両側から圧縮された状態に保たれていることにより、両横桟連結部32と横桟21とを互いに固定する作業を一人の作業員で行うことができる。
また、第2の実施形態において、ブラケット50とブラケット60とが組合せ可能な形状(図示せず)、すなわち、互いのブラケット50,60が嵌合可能に構成されている場合には、工程Aから工程Eを省略することができる。
[Others]
In addition, this invention is not limited to the structure of the said embodiment.
For example, the order of step 2 and step 3 in the first embodiment can be switched. That is, after the end of the horizontal beam 21 is inserted between the both horizontal beam connecting portions 32 of the bracket 30 (step 3), the construction jig 40 is attached to the both horizontal beam connecting portions 32 of the bracket 30 and both horizontal beams are connected. It is also possible to prevent the connecting part 32 from opening (step 2) and to fix both the cross beam connecting part 32 and the horizontal beam 21 to each other in this state (step 4). Also by this construction method, by attaching the construction jig 40 to the both horizontal beam connecting portions 32 of the bracket 30, the both horizontal beam connecting portions 32 can be kept compressed from both sides, so that the bracket 30 is inclined. Thus, the vertical grid panel 20 can be temporarily placed between the support columns 10 in a stable state. Then, since both the cross beam connecting portions 32 of the bracket 30 are kept compressed from both sides, the work for fixing the both cross beam connecting portions 32 and the cross beam 21 to each other is performed by one worker. Can do.
In the second embodiment, when the shape of the bracket 50 and the bracket 60 can be combined (not shown), that is, when the brackets 50 and 60 can be fitted to each other, the process A starts. Step E can be omitted.

1 防護柵
10 支柱
10a 貫通孔(第1の係合部)
20 縦格子パネル(パネル)
30,50,60 ブラケット
21 横桟
21a ボルト挿通孔
22 縦桟
31,51,61 支柱取付部
31a,51a,61a 欠落部
31b,51a 爪部(第2の係合部)
32,52,62 横桟連結部
32a,52a,62a ボルト挿通孔
40,70 施工用治具
41,71 治具本体
41a,71a 当接部
41b,71b 連結部
71c 支持部
72 緩衝体
1 Guard fence 10 Post 10a Through hole (first engaging part)
20 Vertical lattice panel
30, 50, 60 Bracket 21 Horizontal beam 21a Bolt insertion hole 22 Vertical beam 31, 51, 61 Post attachment part 31a, 51a, 61a Missing part 31b, 51a Claw part (second engaging part)
32, 52, 62 Crosspiece connecting part 32a, 52a, 62a Bolt insertion hole 40, 70 Construction jig 41, 71 Jig body 41a, 71a Abutting part 41b, 71b Connecting part 71c Support part 72 Buffer

Claims (11)

支柱とパネルとをブラケットにより互いに連結固定してなる防護柵の施工方法であって、
前記パネルは、上下一対の横桟と両横桟間に架け渡された複数の縦桟とを有し、
前記ブラケットは、前記支柱の外周部を囲むように前記支柱に取り付けられ、一部に欠落部を有する支柱取付部と、前記支柱取付部の両端から延び、前記横桟を連結する一対の横桟連結部と、を有し、
前記ブラケットの前記支柱取付部を前記支柱に取り付ける工程と、
両横桟連結部に施工用治具を取り付けて両横桟連結部の開きを防止する工程と、
前記ブラケットの両横桟連結部の間に前記横桟の端部を挿入する工程と、
前記両横桟連結部と前記横桟とを締結具により互いに連結固定する工程と、
を有することを特徴とする防護柵の施工方法。
It is a construction method of a protective fence in which a column and a panel are connected and fixed to each other by a bracket,
The panel has a pair of upper and lower horizontal rails and a plurality of vertical rails spanned between the horizontal rails,
The bracket is attached to the support so as to surround the outer periphery of the support, and a support mounting part having a missing part in a part thereof, and a pair of horizontal bars extending from both ends of the support mounting part and connecting the horizontal bars. A connecting portion;
Attaching the support mounting part of the bracket to the support;
A step of attaching a construction jig to both cross beam connecting portions to prevent the opening of both cross beam connecting portions; and
Inserting an end portion of the horizontal beam between both horizontal beam connecting portions of the bracket;
A step of connecting and fixing the both horizontal beam connecting portions and the horizontal beam to each other by a fastener;
The construction method of the protection fence characterized by having.
前記施工用治具により、各横桟連結部の開きを各横桟連結部の左右方向から押さえつけることを特徴とする請求項1に記載の防護柵の施工方法。   The construction method for a protective fence according to claim 1, wherein the opening of each horizontal beam connecting portion is pressed from the left and right directions of each horizontal beam connecting portion by the construction jig. 前記施工用治具により、各横桟連結部の開きを各横桟連結部の上下方向から各横桟連結部を押さえつけることを特徴とする請求項1に記載の防護柵の施工方法。   The method for constructing a guard fence according to claim 1, wherein the horizontal jig connecting portion is pressed down from the vertical direction of each horizontal beam connecting portion by the construction jig. 前記施工用治具における前記横桟連結部を下方から押さえつける部分で前記横桟を支持することを特徴とする請求項3に記載の防護柵の施工方法。   The method for constructing a protective fence according to claim 3, wherein the horizontal rail is supported by a portion of the construction jig that presses the horizontal rail connecting portion from below. 前記支柱には、前記ブラケットを位置決めして仮留めするための第1の係合部が設けられており、
前記ブラケットの前記支柱取付部には、前記第1の係合部に係合する第2の係合部が設けられており、
前記第1の係合部と前記第2の係合部とを互いに係合させて、前記ブラケットを前記支柱に仮留めする工程を有することを特徴とする、請求項1から4までのいずれか一項に記載の防護柵の施工方法。
The column is provided with a first engaging portion for positioning and temporarily fixing the bracket,
A second engagement portion that engages with the first engagement portion is provided on the support mounting portion of the bracket,
5. The method according to claim 1, further comprising a step of temporarily engaging the bracket with the support column by engaging the first engagement portion and the second engagement portion with each other. The construction method of the protection fence as described in one paragraph.
前記第1の係合部は、前記支柱の側部に形成された凹部又は貫通孔であり、
前記第2の係合部は、前記凹部又は前記貫通孔に係合するよう前記支柱取付部に形成された爪部であることを特徴とする請求項5に記載の防護柵の施工方法。
The first engaging portion is a recess or a through hole formed in a side portion of the support column,
The said 2nd engaging part is a claw part formed in the said support | pillar attaching part so that it may engage with the said recessed part or the said through-hole, The construction method of the guard fence of Claim 5 characterized by the above-mentioned.
前記ブラケットは、自然状態のときには、各横桟連結部の間隔が拡大するように開いており、前記施工用治具によって押さえられたときには、各横桟連結部の延在方向が互いに略平行になることを特徴とする請求項2に記載の防護柵の施工方法。   When the bracket is in a natural state, the bracket is opened so that the interval between the horizontal beam connecting portions is enlarged. When the bracket is pressed by the construction jig, the extending directions of the horizontal beam connecting portions are substantially parallel to each other. The construction method of the guard fence of Claim 2 characterized by these. 請求項2に記載の防護柵の施工方法に用いられる施工用治具であって、
各横桟連結部の開きを各横桟連結部の側面に当接して両横桟連結部の開きを防止する一対の当接部と、両当接部を連結する連結部とを有する治具本体と、
前記治具本体と前記ブラケットとの間に介在する緩衝体と、
を備えることを特徴とする施工用治具。
A construction jig used in the construction method of the protective fence according to claim 2,
A jig having a pair of abutting portions that prevent the opening of both horizontal beam connecting portions by causing the opening of each horizontal beam connecting portion to abut against the side surface of each horizontal beam connecting portion, and a connecting portion that connects the both abutting portions The body,
A shock absorber interposed between the jig body and the bracket;
A construction jig characterized by comprising:
請求項3に記載の防護柵の施工方法に用いられる施工用治具であって、
各横桟連結部の開きを各横桟連結部の上下端部に当接する一対の当接部と、両当接部を連結する連結部と、一方の当接部に設けられ、前記ブラケットの両横桟連結部の間に挿入された前記横桟の端部を支持する支持部と、を有する治具本体と、
前記治具本体と前記ブラケットとの間に介在する緩衝体と、
を備えることを特徴とする施工用治具。
A construction jig used in the construction method of the protective fence according to claim 3,
A pair of abutment portions that abut the opening of each horizontal beam connecting portion to the upper and lower ends of each horizontal beam connecting portion, a connecting portion that connects both the abutting portions, and one of the abutting portions, A jig body having a support portion for supporting an end portion of the horizontal beam inserted between both horizontal beam connecting portions,
A shock absorber interposed between the jig body and the bracket;
A construction jig characterized by comprising:
前記緩衝体は、前記治具本体の周縁の外側に延在していることを特徴とする請求項8又は9に記載の施工用治具。   The construction jig according to claim 8 or 9, wherein the buffer body extends outside the periphery of the jig body. 前記緩衝体は、弾性材料から形成されていることを特徴とする請求項8から10までのいずれか一項に記載の施工用治具。   The construction jig according to any one of claims 8 to 10, wherein the buffer body is formed of an elastic material.
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018193817A (en) * 2017-05-19 2018-12-06 Jfe建材株式会社 bracket
JP7015646B2 (en) 2017-05-19 2022-02-03 Jfe建材株式会社 bracket

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