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JP2018127836A - Panel and guard fence - Google Patents

Panel and guard fence Download PDF

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Publication number
JP2018127836A
JP2018127836A JP2017022419A JP2017022419A JP2018127836A JP 2018127836 A JP2018127836 A JP 2018127836A JP 2017022419 A JP2017022419 A JP 2017022419A JP 2017022419 A JP2017022419 A JP 2017022419A JP 2018127836 A JP2018127836 A JP 2018127836A
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pair
trunk edge
trunk
panel
connecting member
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JP6846228B2 (en
Inventor
祥敬 嶋田
Yoshitaka Shimada
祥敬 嶋田
弘 松藤
Hiroshi Matsufuji
弘 松藤
智 吉田
Satoshi Yoshida
吉田  智
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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 wholly support a load applied to a furring strip and to make deformation difficult.SOLUTION: A panel comprises: a pair of upper and lower furring strips (10), multiple bars (50) arranged in parallel to one another between the pair of furring strips (10), and connecting members (30) arranged within the pair of respective furring strips (10) and connected with the bars (50) with the longitudinal end portions of the bars (50) interposed therein. The furring strips (10) and the connecting members (30) are connected with each other via inserted predetermined fasteners (20) at multiple positions between multiple connecting positions in a pair of the connecting members (30) connected with the bars (50).SELECTED DRAWING: Figure 3

Description

本発明は、平坦地及び傾斜地対応したパネル、及び当該パネルを備えた防護柵に関する。   The present invention relates to a panel corresponding to a flat ground and an inclined ground, and a protective fence including the panel.

歩車道の境界や敷地境界線上等、あるいは公園や遊歩道、自転車道等に沿って主に屋外に用いられるフェンス(防護柵)が知られている。フェンスは、パネルと、互いに間隔を置いて地面に立設された支柱とを有し、パネルが支柱間に設置されることで形成されている。
一般的にパネルは、上下に間隔をおいて配置された一対の胴縁と、当該胴縁内に配置された一対の連結材と、一対の連結材の間に挟み込まれて保持されている縦桟とを備えている。連結材と縦桟とは、ピンにより互いに連結されており、縦桟は、連結材に対して回転可能に連結されている。つまり、パネルは、勾配を有する設置場所に対応して構成されている。連結材の長手方向の端部側には孔が設けられており、連結材は、当該孔にボルトを挿通してナットを締結させることで、胴縁と共に支柱に取り付けられる(例えば、特許文献1参照)。
Fences (protective fences) that are mainly used outdoors are known along the boundaries of walking paths, site boundaries, and along parks, promenades, and bicycle paths. The fence includes a panel and a column that is erected on the ground at a distance from each other, and the fence is formed between the columns.
Generally, a panel is sandwiched and held between a pair of trunk edges arranged at intervals in the vertical direction, a pair of connecting members arranged in the trunk edges, and the pair of connecting members. It has a pier. The connecting material and the vertical beam are connected to each other by a pin, and the vertical beam is rotatably connected to the connecting material. That is, the panel is configured corresponding to the installation location having a gradient. A hole is provided on the end side in the longitudinal direction of the connecting member, and the connecting member is attached to the column along with the trunk edge by inserting a bolt into the hole and fastening the nut (for example, Patent Document 1). reference).

特開2011−214289号公報JP 2011-214289 A

ところで、積雪地域に設置されるパネルにおける積雪荷重の耐荷重条件は、それ以外の地域に設置されるパネルにおける耐荷重条件に比べて大きく設定されており、例えば、胴縁の断面積を大きくしたり、胴縁の材料強度を高めたりする必要があった。
しかし、積雪地域に設置された防護柵に想定外の雪が堆積した場合、例えば、胴縁と連結材とが接触していない構成においては胴縁の中央部が撓むことがある。胴縁の中央部が撓んで当該胴縁の内周面と連結材の外周面とが部分的に接触すると、胴縁における荷重が連結材に局所的に加わってパネルが変形してしまうおそれがある。
By the way, the load-bearing condition of the snow load on the panel installed in the snow-covered area is set larger than the load-bearing condition of the panel installed in the other area. For example, the cross-sectional area of the trunk edge is increased. It was necessary to increase the material strength of the trunk edge.
However, when unexpected snow accumulates on the protective fence installed in the snowy area, for example, in the configuration where the trunk edge and the connecting material are not in contact, the center part of the trunk edge may bend. If the middle part of the trunk edge bends and the inner peripheral surface of the trunk edge and the outer peripheral surface of the connecting material partially contact each other, there is a risk that a load at the trunk edge is locally applied to the connecting material and the panel is deformed. is there.

そこで、本発明は、上記課題に鑑みてなされたものであり、胴縁にかかる荷重を全体に分散させて変形を抑えることができるパネル及び当該パネルを備えた防護柵を提供することを目的とする。   Then, this invention is made | formed in view of the said subject, and it aims at providing the protective fence provided with the panel which can suppress the deformation | transformation by disperse | distributing the load concerning a trunk edge to the whole, and the said panel. To do.

上記課題を解決するために、本発明は、上下一対の胴縁と、前記一対の胴縁の間において、互いに平行に配置されている複数の桟と、前記一対の各胴縁内に配置されて、前記桟の長手方向における端部を挟んだ状態で当該桟と連結されている連結材と、を備え、前記胴縁と前記連結材とは、前記桟が連結されている前記連結材の複数の連結箇所の間の複数箇所において、所定の連結具が挿通されて互いに連結されていることを特徴とする。   In order to solve the above-described problems, the present invention is arranged within a pair of upper and lower barrel edges, a plurality of bars arranged in parallel with each other between the pair of trunk edges, and the pair of trunk edges. A connecting member connected to the cross member in a state where an end portion in the longitudinal direction of the cross member is sandwiched, and the trunk edge and the connecting member are formed of the connecting member to which the cross member is connected. A predetermined connecting tool is inserted and connected to each other at a plurality of locations between the plurality of connecting locations.

また、前記胴縁と前記連結材とは、互いに離間していることが好ましい。   Moreover, it is preferable that the said trunk edge and the said connection material are mutually spaced apart.

また、前記桟は、前記各連結材に回動自在に連結されていることが好ましい。   Moreover, it is preferable that the crosspiece is rotatably connected to the connecting members.

また、前記連結具は、軸部、及び該軸部の径よりも大きな径を有する頭部を有するボルトと、前記ボルトの前記軸部に係合するナットと、を備えており、前記連結具は、前記ボルト及び前記ナットにより前記胴縁を前記連結材に向かって締め付けることが好ましい。   The coupling tool includes a shaft portion, a bolt having a head having a diameter larger than the diameter of the shaft portion, and a nut that engages with the shaft portion of the bolt. It is preferable that the trunk edge is tightened toward the connecting member by the bolt and the nut.

また、前記胴縁及び前記各連結材には、前記連結具が挿通される孔がそれぞれ形成されており、前記孔は、前記胴縁及び前記連結材の長手方向に沿った長軸を有する長孔であることが好ましい。   Further, the trunk edge and each connecting member are respectively formed with holes through which the connector is inserted, and the hole has a long axis along the longitudinal direction of the trunk edge and the connecting member. A hole is preferred.

さらに、上記課題を解決するために、本発明は、防護柵であって、一対の胴縁と、前記一対の各胴縁内に配置された連結材と、前記一対の胴縁との間で、前記連結材の間に長手方向における両端部が挟まれた状態で当該連結材に連結されている複数の桟と、を備え、前記胴縁と前記連結材とは、前記複数の桟が連結されている前記一対の連結材の複数の連結箇所の間の複数箇所において、所定の連結具が挿通されて互いに連結されているパネルが、互いに間隔を置いて立設されている支柱の間に配置されていることを特徴とする。   Furthermore, in order to solve the said subject, this invention is a guard fence, Comprising: Between a pair of trunk edges, the connection material arrange | positioned in each said pair of trunk edges, and a pair of said trunk edges A plurality of crosspieces connected to the connection member in a state where both end portions in the longitudinal direction are sandwiched between the connection members, and the trunk edge and the connection member are connected to the plurality of crosspieces. In a plurality of locations between the plurality of connection locations of the pair of connection members, a panel in which a predetermined connector is inserted and connected to each other is between the columns that are erected at intervals. It is arranged.

本発明によれば、胴縁にかかる荷重をパネル全体に分散させて変形を抑えることができる。   According to the present invention, it is possible to suppress deformation by dispersing the load applied to the trunk edge over the entire panel.

防護柵の設置状態を示す図である。It is a figure which shows the installation state of a protection fence. 防護柵を構成するパネルの構成を説明する図である。It is a figure explaining the structure of the panel which comprises a protective fence. パネルにおける胴縁、縦桟及び連結材の関係を説明する図である。It is a figure explaining the relationship between the trunk edge in a panel, a vertical cross, and a connection material. 胴縁と連結材との連結を説明する図である。It is a figure explaining the connection with a trunk edge and a connection material. 実施例及び比較例における、加える荷重と胴縁における変位の関係についての試験結果を示すグラフである。It is a graph which shows the test result about the relationship between the load to add and the displacement in a trunk edge in an Example and a comparative example.

本発明の好ましい実施の形態について、図面を参照しながら説明する。なお、以下に示す実施の形態は一例であり、本発明の範囲において、種々の実施の形態をとりうる。   A preferred embodiment of the present invention will be described with reference to the drawings. The following embodiment is merely an example, and various embodiments can be employed within the scope of the present invention.

<防護柵の構成>
図1は、防護柵を設置した状態を示す図であり、平坦地及び傾斜地に設置された防護柵を示している。図2は、防護柵のパネルの構成を説明する図であり、一部分解された状態で示されている。図3は、パネルにおける胴縁、縦桟及び連結材の関係を説明する図であり、(a)は、連結材と縦桟とが連結された状態を示した図2のC−C断面図、(b)は、胴縁と連結材とが連結された状態を示した図2のD−D断面図である。図4は、胴縁と連結材との連結を説明する図である。
なお、図面において、防護柵100の延在方向(長さ方向)をx、上下方向(高さ方向)をy、幅方向(厚さ方向)をzとする。
<Configuration of protective fence>
FIG. 1 is a diagram showing a state in which a protective fence is installed, and shows a protective fence installed on a flat ground and an inclined ground. FIG. 2 is a diagram for explaining the configuration of the panel of the protective fence, and is shown in a partially disassembled state. FIG. 3 is a diagram for explaining the relationship between the body edge, the vertical beam, and the connecting material in the panel. FIG. 3A is a cross-sectional view taken along the line CC in FIG. 2 showing the state where the connecting material and the vertical beam are connected. (B) is DD sectional drawing of FIG. 2 which showed the state with which the trunk edge and the connection material were connected. FIG. 4 is a diagram illustrating the connection between the trunk edge and the connecting member.
In the drawings, the extending direction (length direction) of the protective fence 100 is x, the vertical direction (height direction) is y, and the width direction (thickness direction) is z.

防護柵100は、車道と歩道又は自転車道(以下、「歩道等」という。)との境界や、歩道等と歩道等の外側敷地(河川、斜面等)との境界に設置されるものである。図1に示すように、防護柵100は、平坦地や傾斜地のいずれの地形にも設置可能である。
防護柵100は、複数の縦桟パネル(パネル)1と、互いに間隔を置いて立設された支柱7と、縦桟パネル1を支柱7に取り付けるブラケットB1とを備えている。
The protective fence 100 is installed at a boundary between a roadway and a sidewalk or a bicycle path (hereinafter referred to as “sidewalk”) or a boundary between a sidewalk or the like and an outer site (river, slope, etc.). . As shown in FIG. 1, the protective fence 100 can be installed on any terrain such as a flat land or an inclined land.
The guard fence 100 includes a plurality of vertical beam panels (panels) 1, columns 7 that are erected at intervals, and brackets B <b> 1 that attach the vertical beam panels 1 to the columns 7.

[縦桟パネル]
図2に示すように、縦桟パネル1は、防護柵100の設置状態において上下方向yに間隔をおいて平行に対向して配置された一対の胴縁10と、当該胴縁10内に配置された一対の連結材30と、延在方向xに沿って各胴縁10の間で等間隔に配置された複数の縦桟(桟)50とを有する。
[Vertical cross panel]
As shown in FIG. 2, the vertical rail panel 1 is disposed in the trunk edge 10 with a pair of trunk edges 10 disposed in parallel with a gap in the vertical direction y in the installed state of the protective fence 100. The pair of connecting members 30 and a plurality of vertical bars (bars) 50 arranged at equal intervals between the trunk edges 10 along the extending direction x.

(胴縁)
図3に示すように、胴縁10は、金属板を曲げ加工して長手方向に連続して延在する一定幅のスリット10sを有する筒状の枠材である。図1及び図2に示すように胴縁10は、防護柵100の延在方向xに連続して延びており、支柱7間の長さとほぼ同じ長さを有している。
胴縁10は、上下方向yにおいて上下それぞれに設けられており、上側に設けられている胴縁10も、下側に設けられている胴縁10も同じ構成を有している。以下では、防護柵100の上下方向yにおいて下側に設けられた胴縁10を例にしてその構成について説明する。
(Trunk edge)
As shown in FIG. 3, the body edge 10 is a cylindrical frame member having a slit 10 s having a constant width that extends continuously in the longitudinal direction by bending a metal plate. As shown in FIGS. 1 and 2, the trunk edge 10 extends continuously in the extending direction x of the guard fence 100, and has substantially the same length as the length between the columns 7.
The trunk edge 10 is provided vertically in the vertical direction y, and the trunk edge 10 provided on the upper side and the trunk edge 10 provided on the lower side have the same configuration. Below, the structure is demonstrated taking the case edge 10 provided in the lower side in the up-down direction y of the protection fence 100 as an example.

胴縁10の断面形状は、例えばホームベース型の略五角形をなしている。具体的には、胴縁10は、対向して互いに平行に延びている一対の側壁部11と、一対の側壁部11の上下方向yにおいて下側の端部から出発して互いに接近して連結(合流)する一対の連結壁部12と、一対の側壁部11の上下方向yにおいて上側の端部から互いに接近するように略直角に折り曲げられた一対のスリット壁部13とを有する。一対のスリット壁部13同士の間には、スリット10sが形成されている。
なお、一対の連結壁部12同士が連結する部分は、丸味付けされて形成されている。
延在方向xにおいて各側壁部11の両端部には、胴縁10をブラケットB1を介して支柱7に取り付けるためのボルトBが挿通される孔11aが設けられている。各端部に設けられた孔11aは、互いに対向する位置に対をなして設けられている。孔11aの形状は、特に限定されず、円形、楕円形状又は長円形状であってよい。
The cross-sectional shape of the trunk edge 10 is, for example, a home base type substantially pentagon. Specifically, the trunk edge 10 is connected to each other starting from a pair of side wall portions 11 facing and extending in parallel with each other, and starting from a lower end in the vertical direction y of the pair of side wall portions 11. A pair of connecting wall portions 12 to be joined (merged) and a pair of slit wall portions 13 bent at substantially right angles so as to approach each other from the upper end in the vertical direction y of the pair of side wall portions 11. A slit 10 s is formed between the pair of slit wall portions 13.
In addition, the part which a pair of connection wall part 12 connects is rounded and formed.
At both ends of each side wall 11 in the extending direction x, holes 11a through which bolts B for attaching the trunk edge 10 to the support column 7 via the bracket B1 are provided. The holes 11a provided at each end are provided in pairs at positions facing each other. The shape of the hole 11a is not particularly limited, and may be circular, elliptical, or oval.

さらに、延在方向xにおいて各側壁部11の両端部に設けられた孔11a,11aの間には、胴縁10と連結材30とを互いに一体に連結する、ボルト・ナット等の連結具20が挿通される複数の孔11b,11bが設けられている。各孔11bは、対向する側壁部11において対をなしている。孔11bは、長さ方向xに沿った長軸を有する長孔であり、形状としては、楕円形状又は長円形状である。
なお、孔11bの数は、孔11a,11aの中間位置に1つ設けられていてもよく、自由に設定可能である。
Furthermore, between the holes 11a and 11a provided at both ends of each side wall portion 11 in the extending direction x, a coupling tool 20 such as a bolt and a nut for integrally coupling the trunk edge 10 and the coupling material 30 to each other. Are provided with a plurality of holes 11b, 11b. Each hole 11b is paired in the opposing side wall part 11. FIG. The hole 11b is a long hole having a long axis along the length direction x, and has an elliptical shape or an elliptical shape.
In addition, the number of the holes 11b may be provided in the middle position of the holes 11a and 11a, and can be freely set.

(連結材)
図3に示すように、連結材30は、上下各一対の胴縁10内に配置されていて、複数の縦桟50が延在方向xにおいて等間隔に互いに平行に連結されている。連結材30は、細長い金属板を曲げ加工して形成された、断面形状が略L字形の一対のL字部材を備える。連結材30は、上下方向yに延在する縦部31と、上下方向yにおいて縦部31の上側の端部から幅方向zに延びる横部32とを有する。
(Connecting material)
As shown in FIG. 3, the connecting member 30 is disposed in each pair of upper and lower body edges 10, and a plurality of vertical bars 50 are connected in parallel to each other at equal intervals in the extending direction x. The connecting member 30 includes a pair of L-shaped members formed by bending an elongated metal plate and having a substantially L-shaped cross section. The connecting member 30 has a vertical portion 31 extending in the vertical direction y and a horizontal portion 32 extending in the width direction z from the upper end of the vertical portion 31 in the vertical direction y.

図2に示すように、延在方向xにおいて連結材30の縦部31の両端部には、ブラケットB1を介して連結材30を支柱7に取り付けるためのボルトBが挿通される孔31aが設けられている。各端部に設けられた孔31aは、互いに対向する位置に対をなして設けられている。孔31aの形状は、特に限定されないが楕円形状又は長円形状であることが好ましい。
また、延在方向xにおいて連結材30の両端部に設けられた孔31aの間には、等間隔に複数の孔31b,31b・・・が設けられている。各孔31bには、縦桟50を一対の連結材30の間で挟んで連結するための連結具40が挿通されている(図3(a)参照。)。なお、連結具40は、リベット、ピン、ボルト・ナット等であってよい。
さらに、延在方向xにおいて連結材30の孔31bの間であって縦桟50,50・・・間に複数の孔31c,31c・・・が設けられている。つまり、孔31cは、縦桟50が連結された一対の連結材30の複数の連結箇所の間に設けられている。孔31cには、連結具20が挿通されており、胴縁10と連結材30とは互いに一体に連結された状態を形成している。孔31cの形状は、連結材30の長手方向に沿った長軸を有する長孔である。長孔の形状としては、楕円形状又は長円形状である。
As shown in FIG. 2, holes 31a into which bolts B for attaching the connecting material 30 to the support column 7 are inserted through brackets B1 at both ends of the vertical portion 31 of the connecting material 30 in the extending direction x. It has been. The holes 31a provided at each end are provided in pairs at positions facing each other. The shape of the hole 31a is not particularly limited, but is preferably elliptical or oval.
Further, a plurality of holes 31b, 31b,... Are provided at equal intervals between the holes 31a provided at both ends of the connecting member 30 in the extending direction x. A connecting tool 40 is inserted through each hole 31b to connect the vertical beam 50 between the pair of connecting members 30 (see FIG. 3A). The connecting tool 40 may be a rivet, a pin, a bolt / nut, or the like.
Further, a plurality of holes 31c, 31c,... Are provided between the longitudinal bars 50, 50. That is, the hole 31c is provided between a plurality of connecting portions of the pair of connecting members 30 to which the vertical bars 50 are connected. The connecting tool 20 is inserted through the hole 31c, and the trunk edge 10 and the connecting member 30 are integrally connected to each other. The shape of the hole 31 c is a long hole having a long axis along the longitudinal direction of the connecting member 30. The shape of the long hole is elliptical or oval.

連結具20は、ネジ山を備えた軸部21と、軸部より大きな径を有する頭部22とを有するボルト23と、軸部21に形成されたネジ山21aに係合するナット24とを備える。ナット24は、袋ナットとして形成されている。
さらに連結具20は、ボルト23とナット24とを締結した状態において、ナット24と胴縁10の側壁部11の外周面との間に配置される座金25を備えている。
軸部21は、胴縁10の孔11b及び連結材30の孔31cに挿通された状態において、各孔11b,31cの短軸方向において当該孔11b,31cとの間に僅かな隙間しか形成されないような径を有している。つまり、軸部21は、胴縁10の孔11b及び連結材30の孔31cの短軸方向における寸法とほぼ同じ径を有している。
The connector 20 includes a bolt 23 having a shaft portion 21 having a screw thread, a head portion 22 having a larger diameter than the shaft portion, and a nut 24 that engages with a screw thread 21a formed on the shaft portion 21. Prepare. The nut 24 is formed as a cap nut.
Further, the connector 20 includes a washer 25 disposed between the nut 24 and the outer peripheral surface of the side wall 11 of the trunk edge 10 in a state where the bolt 23 and the nut 24 are fastened.
When the shaft portion 21 is inserted into the hole 11b of the trunk edge 10 and the hole 31c of the connecting member 30, only a slight gap is formed between the shaft portion 21 and the holes 11b and 31c in the short axis direction of the holes 11b and 31c. It has such a diameter. That is, the shaft portion 21 has substantially the same diameter as the dimension in the minor axis direction of the hole 11 b of the trunk edge 10 and the hole 31 c of the connecting member 30.

(縦桟)
縦桟50は、上下の一対の胴縁10の間、具体的には、上下の各一対の連結材30の間において、延在方向xに亘って互いに平行に複数配置されている。縦桟50は、細長い金属製の円筒体により形成されている。縦桟50の長手方向の両端部には、押し潰し加工により扁平部51が形成され、各扁平部51には、連結材30の間において、連結材30の孔31bと整合させ連結具40が挿通される孔(図示せず)が形成されている。
(Vertical cross)
A plurality of vertical bars 50 are arranged in parallel with each other in the extending direction x between the pair of upper and lower body edges 10, specifically, between each pair of upper and lower connecting members 30. The vertical beam 50 is formed of an elongated metal cylinder. Flat portions 51 are formed by crushing at both ends in the longitudinal direction of the vertical beam 50, and each flat portion 51 is connected to the hole 31 b of the connecting material 30 between the connecting materials 30, and the connecting tool 40 is provided. A hole (not shown) to be inserted is formed.

[支柱]
支柱7は、円筒状に形成された鋼管である。支柱7の上側端部と、設置面から所定の間隔を置いた下側の端部とには、ブラケットB1が取り付けられている。胴縁10及び連結材30は、ブラケットB1を介して支柱7に取り付けられている。
[Support]
The column 7 is a steel pipe formed in a cylindrical shape. A bracket B1 is attached to an upper end portion of the support column 7 and a lower end portion spaced a predetermined distance from the installation surface. The trunk edge 10 and the connecting material 30 are attached to the column 7 via the bracket B1.

<縦桟パネルの組立て>
次に、縦桟パネル1の組立て手順について説明する。まず、一対の連結材30を2つ用意し、各一対の連結材30の間に、縦桟50を配置する。一対の連結材30は、縦部31が互いに背中合わせになっている。
縦桟50は、縦桟50の扁平部51における孔と、連結材30の孔31bとが整合する位置に配置される。次いで、連結材の孔31b及び縦桟50の孔に、例えばリベット40を挿通してかしめることにより、縦桟50は連結材30に対して回動可能に連結されている。つまり、連結材30及び縦桟50は、リベット40を軸として連結材30に対して縦桟50が回動可能であることにより、平行リンク機構を構成する。
<Assembly of the vertical beam panel>
Next, a procedure for assembling the vertical beam panel 1 will be described. First, two pairs of connecting members 30 are prepared, and vertical bars 50 are arranged between each pair of connecting members 30. As for a pair of connection material 30, the vertical part 31 is mutually back-to-back.
The vertical bar 50 is disposed at a position where the hole in the flat portion 51 of the vertical bar 50 and the hole 31b of the connecting member 30 are aligned. Next, the vertical beam 50 is rotatably connected to the connection material 30 by inserting, for example, a rivet 40 into the hole 31b of the connection material and the hole of the vertical beam 50 and caulking. That is, the connecting member 30 and the vertical beam 50 constitute a parallel link mechanism by allowing the vertical beam 50 to rotate with respect to the connecting material 30 about the rivet 40.

次いで、上下の各連結材30に胴縁10をスライドさせて、当該連結材30を胴縁10内に収容する。具体的には、延在方向xにおいて胴縁10の一方の開口及びスリット10sを通じて連結材30を収容して、当該延在方向xに沿って胴縁10をスライド移動させる。胴縁10を、その端部と連結材30の端部とがほぼ重なった位置までスライド移動させると、胴縁10の孔11aと連結材30の孔31a、及び、胴縁10の孔11bと連結材30の孔31cとが整合する(重なり合う)。   Next, the trunk edge 10 is slid on the upper and lower connecting members 30 to accommodate the connecting member 30 in the trunk edge 10. Specifically, the connecting material 30 is accommodated through one opening of the trunk edge 10 and the slit 10s in the extending direction x, and the trunk edge 10 is slid along the extending direction x. When the trunk edge 10 is slid and moved to a position where the end portion thereof and the end portion of the connecting member 30 are substantially overlapped, the hole 11a of the trunk edge 10, the hole 31a of the connecting member 30, and the hole 11b of the trunk member 10 are The holes 31c of the connecting material 30 are aligned (overlapped).

胴縁10の孔11bと連結材30の孔31cが重なった状態において、連結具20のボルト23が胴縁10の一方の側壁部11の外側から挿入され、他方の側壁部11から外方に突出した軸部21にナット24が締結される。孔11b及び孔31cへの挿通状態においてボルト23の軸部21は、当該孔11b及び孔31cの内周面との間に僅かな隙間しか有していないか、又は接触している。   In a state where the hole 11b of the trunk edge 10 and the hole 31c of the connecting member 30 overlap, the bolt 23 of the connector 20 is inserted from the outside of one side wall portion 11 of the trunk edge 10 and outward from the other side wall portion 11. A nut 24 is fastened to the protruding shaft portion 21. In the inserted state into the hole 11b and the hole 31c, the shaft portion 21 of the bolt 23 has only a slight gap or is in contact with the inner peripheral surface of the hole 11b and the hole 31c.

このように構成された縦桟パネル1により、胴縁10の外周に荷重がかかった場合であっても、胴縁10と連結材30とは、連結具20のボルト23を介して互いに一体に連結されているので、胴縁10と連結材30とは一体に移動する。つまり、縦桟パネル1においては、胴縁10及び連結材30による合成断面が形成されている。
なお、連結具20を介して連結された胴縁10及び連結材30により合成断面が形成されているか否かについての試験を行った。具体的には、所定の間隔を空けた支持台の上に、胴縁と連結材とが互いに連結された本実施の形態に係る実施例(胴縁及び連結材を合わせた断面係数:7688(mm))、及び、胴縁(胴縁のみの断面係数:4661(mm))のみの比較例それぞれの中央部の一箇所で鉛直方向に荷重をかける試験を行った。
図5は、実施例及び比較例における、加える荷重と胴縁における変位の関係についての試験結果を示すグラフである。
なお、試験においては、実施例及び比較例を900(mm)の間隔をあけた支持台に載せて荷重を加えていった。
Even when a load is applied to the outer periphery of the trunk edge 10 by the vertical beam panel 1 configured in this way, the trunk edge 10 and the connecting member 30 are integrated with each other via the bolt 23 of the connecting tool 20. Since they are connected, the trunk edge 10 and the connecting member 30 move together. That is, in the vertical beam panel 1, a composite cross section is formed by the trunk edge 10 and the connecting material 30.
In addition, the test about whether the synthetic | combination cross section was formed with the trunk edge 10 and the connection material 30 which were connected via the connection tool 20 was done. Specifically, an example according to the present embodiment in which the trunk edge and the connecting material are connected to each other on a support base having a predetermined interval (cross section coefficient of the trunk edge and the connecting material: 7688 ( mm 3 )), and a comparative example of only the trunk edge (section modulus of the trunk edge only: 4661 (mm 3 )), a test was performed in which a load was applied in the vertical direction at one central portion.
FIG. 5 is a graph showing the test results on the relationship between the applied load and the displacement at the trunk edge in the examples and comparative examples.
In addition, in the test, the load was applied on the support base with an interval of 900 (mm) between the example and the comparative example.

図5に示すように、実施例及び比較例においては荷重をかけ始めた直後から変位量(mm)に大きな差があることが分かる。例えば、実施例の断面係数に基づいて算出した設計上の降伏荷重は、約10080Nであり、10080Nにおける比較例の変位量は、7.5mmであった。そして、比較例においては、10080N以上の荷重をかけると胴縁の中央部に残留変位(降伏)が生じ始めた。これに対して、10080Nにおける実施例の変位量は、4.3mmであり、残留変位は生じなかった。
胴縁及び連結材が互いに連結されている縦桟パネル1に係る実施例は、比較例よりも大きい弾性範囲を有し、かつ降伏が起こるまでの荷重も比較例に比べて高かった。つまり、実施例においては、連結具を介した胴縁及び連結材の連結により合成断面が形成されていると評価できた。かくして、胴縁及び連結材が一体に連結された実施例は、胴縁のみの比較例に比べて変形しにくく、高い耐荷重性を有していることが分かった。
As shown in FIG. 5, it can be seen that there is a large difference in displacement (mm) immediately after the load is applied in the example and the comparative example. For example, the design yield load calculated based on the section modulus of the example was about 10080 N, and the displacement amount of the comparative example at 10080 N was 7.5 mm. In the comparative example, when a load of 10080 N or more was applied, residual displacement (yield) began to occur at the center of the trunk edge. In contrast, the displacement amount of the example at 10080 N was 4.3 mm, and no residual displacement occurred.
The example which concerns on the vertical beam panel 1 with which the trunk edge and the connection material were mutually connected had a larger elastic range than a comparative example, and the load until yielding was also higher compared with the comparative example. That is, in the Example, it was able to be evaluated that the synthetic | combination cross section was formed by the connection of the trunk edge and the connection material through the connection tool. Thus, it was found that the example in which the trunk edge and the connecting material were integrally connected was less likely to be deformed than the comparative example having only the trunk edge and had high load resistance.

縦桟パネル1によれば、例えば上下方向yにおいて上側の胴縁10は、連結材30と合成断面を形成しているので、胴縁10にかかった荷重は、連結具20を介して連結材30、各縦桟50へと縦桟パネル1全体に伝達することができる。つまり、縦桟パネル1においては、荷重による局所的な負荷を胴縁10に留めずに連結具20を介して連結材30へと分散させることができる。   According to the vertical cross panel 1, for example, the upper trunk edge 10 in the vertical direction y forms a composite cross section with the connecting member 30, so that the load applied to the trunk edge 10 is connected via the connecting member 20. 30, it can be transmitted to the entire vertical beam panel 1 to each vertical beam 50. That is, in the vertical beam panel 1, a local load due to the load can be dispersed to the connecting member 30 via the connecting tool 20 without being fastened to the trunk edge 10.

また、胴縁10と連結材30とが連結具20を介して互いに一体に連結されているので、荷重がかかる胴縁10の部位の内周面と、連結材30との間に間隔が設けられていたとしても、連結具20を介して荷重を縦桟パネル1全体に伝達することができる。   Further, since the trunk edge 10 and the connecting member 30 are integrally connected to each other via the connecting tool 20, a gap is provided between the inner peripheral surface of the portion of the trunk edge 10 to which a load is applied and the connecting member 30. Even if it is, the load can be transmitted to the entire vertical beam panel 1 through the connector 20.

また、防護柵100の設置状態において縦桟パネル1の下側の一対の連結材30の間の隙間に、例えば、胴縁10のスリット10sを通じて雨水や雪が入り込むことがある。従来の縦桟パネルにおいては、胴縁と連結材とは、長手方向における各端部においてブラケットと共に連結されていただけであった。このような従来の構成では、水や雪の凍結、融解が繰り返されることにより体積が膨張して連結材の断面が変化し、連結材の断面積を一定に保つことが困難であった。
これに対して、縦桟パネル1の胴縁10は、ボルト23及びナット24を介して延在方向xの両端部間において、一対の連結材30を挟み込む形で堅固に当該連結材30に連結されている。かくして、水や雪が凍結して体積が膨張した場合であっても一対の連結材30の断面積を一定に維持することができる。
In addition, rainwater or snow may enter the gap between the pair of connecting members 30 on the lower side of the vertical rail panel 1 in the installed state of the protective fence 100, for example, through the slit 10s of the trunk edge 10. In the conventional vertical beam panel, the trunk edge and the connecting material are only connected together with the bracket at each end in the longitudinal direction. In such a conventional configuration, the volume expands due to repeated freezing and thawing of water and snow, the cross section of the connecting material changes, and it is difficult to keep the cross sectional area of the connecting material constant.
On the other hand, the trunk edge 10 of the vertical beam panel 1 is firmly connected to the connecting material 30 via a bolt 23 and a nut 24 between both ends in the extending direction x so as to sandwich the pair of connecting materials 30. Has been. Thus, even when water or snow freezes and the volume expands, the cross-sectional area of the pair of connecting members 30 can be kept constant.

また、縦桟パネル1は、平行リンク機構として構成されているので、図1に示すように、平坦地から傾斜地に亘って防護柵100を設置することができる。縦桟パネル1を傾斜地に立設した支柱7の間に設置する場合、胴縁10は、一対の連結材30と一体に連結されているので、縦桟パネル1を斜めにした場合であっても胴縁10が連結材30に沿って滑走することはない。これにより、傾斜地における防護柵100への縦桟パネル1の取付けが容易になる。
また、ボルト23が挿通される胴縁10の孔11bと、連結材30の孔31bとは、互いに延在方向xに長軸を有する長孔として形成されている。かくして、胴縁10を連結材30に被せた場合、互いの孔11b,31bの軸心が縦桟パネル1の長手方向においてずれていても、寸法誤差は補整される(孔11b,31bが重なり合う部分は確保されている)ので、ボルト23を挿通させることができる。
Moreover, since the vertical crosspiece panel 1 is comprised as a parallel link mechanism, as shown in FIG. 1, the protection fence 100 can be installed ranging from a flat ground to an inclined ground. When the vertical beam panel 1 is installed between the columns 7 erected on the inclined ground, the trunk edge 10 is integrally connected to the pair of connecting members 30, so that the vertical beam panel 1 is inclined. However, the trunk edge 10 does not slide along the connecting member 30. Thereby, the vertical rail panel 1 can be easily attached to the protective fence 100 on the slope.
Further, the hole 11b of the trunk edge 10 through which the bolt 23 is inserted and the hole 31b of the connecting member 30 are formed as long holes having long axes in the extending direction x. Thus, when the trunk edge 10 is put on the connecting member 30, even if the axial centers of the holes 11b and 31b are shifted in the longitudinal direction of the vertical beam panel 1, the dimensional error is corrected (the holes 11b and 31b overlap). Since the portion is secured), the bolt 23 can be inserted.

<その他>
なお、本発明は、上記の実施の形態に限られるものではなく、本発明の範囲を超えない範囲で適宜変更が可能である。例えば、連結材30は、横部32とは反対側の縦部31の端部が互いに連結されて一体に形成されていてもよい。
<Others>
Note that the present invention is not limited to the above-described embodiment, and can be appropriately changed without departing from the scope of the present invention. For example, the connecting member 30 may be integrally formed by connecting end portions of the vertical portion 31 opposite to the horizontal portion 32 to each other.

1 縦桟パネル(パネル)
7 支柱
10 胴縁
11a,11b 孔
20 連結具
21 軸部
22 頭部
23 ボルト
24 ナット
30 連結材
31a,31b,31c 孔
50 縦桟
1. Vertical panel (panel)
7 Strut 10 Body edge 11a, 11b Hole 20 Connecting tool 21 Shaft part 22 Head part 23 Bolt 24 Nut 30 Connecting material 31a, 31b, 31c Hole 50 Vertical beam

Claims (6)

上下一対の胴縁と、
前記一対の胴縁の間において、互いに平行に配置されている複数の桟と、
前記一対の各胴縁内に配置されて、前記桟の長手方向における端部を挟んだ状態で当該桟と連結されている連結材と、
を備え、
前記胴縁と前記連結材とは、前記桟が連結されている前記連結材の複数の連結箇所の間の複数箇所において、所定の連結具が挿通されて互いに連結されている
ことを特徴とするパネル。
A pair of upper and lower torso edges;
A plurality of bars arranged in parallel with each other between the pair of trunk edges;
A connecting member disposed in each of the pair of trunk edges and connected to the crosspiece in a state of sandwiching an end portion in the longitudinal direction of the crosspiece;
With
The trunk edge and the connecting material are connected to each other by inserting a predetermined connecting tool at a plurality of locations between a plurality of connecting locations of the connecting material to which the crosspieces are connected. panel.
前記胴縁と前記連結材とは、互いに離間していることを特徴とする請求項1に記載のパネル。   The panel according to claim 1, wherein the trunk edge and the connecting member are separated from each other. 前記桟は、前記各連結材に回動自在に連結されていることを特徴とする請求項1又は2に記載のパネル。   The panel according to claim 1, wherein the crosspiece is rotatably connected to the connecting members. 前記連結具は、
ネジ山が形成された軸部、及び該軸部の径よりも大きな径を有する頭部を有するボルトと、
前記ボルトの前記軸部に係合するナットと、
を備えており、
前記連結具は、前記ボルト及び前記ナットにより前記胴縁を前記連結材に向かって締め付けることを特徴とする請求項1から3までのいずれか一項に記載のパネル。
The connector is
A bolt having a shaft portion in which a thread is formed, and a head portion having a diameter larger than the diameter of the shaft portion;
A nut that engages the shaft of the bolt;
With
The panel according to any one of claims 1 to 3, wherein the coupling tool tightens the trunk edge toward the coupling member by the bolt and the nut.
前記胴縁及び前記各連結材には、前記連結具が挿通される孔がそれぞれ形成されており、前記孔は、前記胴縁及び前記連結材の長手方向に沿った長軸を有する長孔であ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パネル。   The trunk edge and each connecting member are respectively formed with holes through which the connector is inserted, and the hole is a long hole having a long axis along the longitudinal direction of the trunk edge and the connecting member. The panel according to claim 1, wherein the panel is provided. 一対の胴縁と、前記一対の各胴縁内に配置された連結材と、前記一対の胴縁との間で、前記連結材の間に長手方向における両端部が挟まれた状態で当該連結材に連結されている複数の桟と、を備え、前記胴縁と前記連結材とは、前記複数の桟が連結されている前記一対の連結材の複数の連結箇所の間の複数箇所において、所定の連結具が挿通されて互いに連結されているパネルが、互いに間隔を置いて立設されている支柱の間に配置されていることを特徴とする防護柵。   A pair of trunk edges, a coupling member disposed in each pair of trunk edges, and the pair of trunk edges, in a state where both ends in the longitudinal direction are sandwiched between the coupling members. A plurality of crosspieces connected to a material, and the trunk edge and the connection material are at a plurality of locations between a plurality of connection places of the pair of connection materials to which the plurality of crosspieces are connected, A protective fence, wherein panels each having a predetermined connecting member inserted therein and connected to each other are arranged between columns that are erected at intervals.
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JP2011214289A (en) * 2010-03-31 2011-10-27 Nippon Steel & Sumikin Metal Products Co Ltd Vertical grid panel for fence and fence using the same
JP2011214313A (en) * 2010-03-31 2011-10-27 Nippon Steel & Sumikin Metal Products Co Ltd Vertical lattice panel for fence
US20130181179A1 (en) * 2012-01-17 2013-07-18 Origin Point Brands, Llc Rackable fencing of components optimized for preassembly shipping
JP2015014117A (en) * 2013-07-04 2015-01-22 Jfe建材株式会社 Guard fence

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109746643A (en) * 2019-02-10 2019-05-14 何志梅 A kind of manufacturing method of road guardrail board
CN109746643B (en) * 2019-02-10 2020-10-16 扬州点滴照明有限公司 Method for manufacturing guardrail plate for highway
KR102174867B1 (en) * 2020-06-05 2020-11-05 와이에이치 주식회사 Lane separator

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