JP2017122329A - Flexible lattice panel, column connection structure and guard fence - Google Patents

Flexible lattice panel, column connection structure and guard fence Download PDF

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JP2017122329A
JP2017122329A JP2016001063A JP2016001063A JP2017122329A JP 2017122329 A JP2017122329 A JP 2017122329A JP 2016001063 A JP2016001063 A JP 2016001063A JP 2016001063 A JP2016001063 A JP 2016001063A JP 2017122329 A JP2017122329 A JP 2017122329A
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frame member
connection
vertical frame
column
members
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JP6663720B2 (en
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亮輔 水落
Ryosuke MIZUOCHI
亮輔 水落
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Nippon Steel Metal Products Co Ltd
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Nippon Steel and Sumikin Metal Products Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a snow-resistant flexible lattice panel which can prevent strength from being insufficient with respect to the snow load, be constructed in a temporary installation manner and reduce the labor cost for the installation work, a column connection structure of the snow-resistant flexible lattice panel and a guard fence.SOLUTION: A flexible lattice panel in which members are connected so that the relative angle between the members can be changed includes: a pair of upper frame material 4 and lower frame material 5; a pair of right and left vertical frame materials 6, 7 whose upper and lower ends are axially-attached in a freely rotatable manner to the upper frame material 4 and the lower frame material 5; and a plurality of lattice materials 8 whose upper and lower ends are axially-attached in the freely rotatable manner to the upper frame material 4 and the lower frame material 5. A middle material 9 is inserted to the upper frame material 4, and the side surfaces of the pair of vertical frame materials 6, 7 are attached with connection metal fittings 61, 71 in a cross-sectional U shape connected in a manner of covering from above to a protruding metal fitting 22 provided in a protruding manner on the column 2 side face of the guard fence 1.SELECTED DRAWING: Figure 1

Description

本発明は、傾斜地にも設置可能な自在格子パネルを備えた防護柵に関し、詳しくは、格子パネルに雪が降り積もった場合の積雪荷重に耐え得る耐雪型自在格子パネル、その耐雪型自在格子パネルと支柱とを接続している支柱接続構造、及びそれら耐雪型自在格子パネルと支柱接続構造を備えた防護柵に関するものである。   TECHNICAL FIELD The present invention relates to a protective fence provided with a flexible grid panel that can be installed even on sloping ground. It is related with the protective fence provided with the support | pillar connection structure which connects these, and those snow-resistant type free lattice panels and the support | pillar connection structure.

従来、傾斜地にも設置可能な自在格子パネルを備えた防護柵が知られている。例えば、特許文献1には、道路や公園などの平地はもとより傾斜地に対しても適用し得るとともに、外観の良いパイプフェンスを提供することを目的として、立設した支柱1間に金具5を介在させて取付けられる左右の枠パイプ8,9と、その左右の枠パイプ8,9の上下に設けられる上下の枠パイプ6,7と、これら上下左右の枠パイプ6〜9内の空間に左右の枠パイプ8,9に平行に且つ所定間隔で設けられる縦パイプ10とで構成されるパイプフェンス2であって、前記左右の枠パイプ8,9及び縦パイプ10が、その管端部に連結部材3が設けられ、その連結部材3を上下の枠パイプ6,7の管壁に所定間隔で設けられている開口11内に遊挿するとともに、上下の枠パイプ6,7に設けられた抜け止め部材4によって抜け止めされて、上下の枠パイプ6,7に連結されてなるパイプフェンス2が開示されている(特許文献1の特許請求の範囲の請求項1、明細書の段落[0011]〜[0019]、図面の図1、図2等参照)。   2. Description of the Related Art Conventionally, a guard fence having a flexible grid panel that can be installed on an inclined ground is known. For example, Patent Document 1 discloses that a metal fitting 5 is interposed between upright columns 1 for the purpose of providing a pipe fence having a good appearance, as well as being applied to flat land such as roads and parks. The left and right frame pipes 8 and 9 to be attached, the upper and lower frame pipes 6 and 7 provided on the upper and lower sides of the left and right frame pipes 8 and 9, and the space in the upper and lower frame pipes 6 to 9 A pipe fence 2 composed of vertical pipes 10 provided in parallel to the frame pipes 8 and 9 at a predetermined interval, wherein the left and right frame pipes 8 and 9 and the vertical pipes 10 are connected to the pipe ends thereof. 3, and the connecting member 3 is loosely inserted into the openings 11 provided at predetermined intervals on the tube walls of the upper and lower frame pipes 6, 7, and the retaining members provided on the upper and lower frame pipes 6, 7 It is retained by the member 4 In addition, a pipe fence 2 connected to upper and lower frame pipes 6 and 7 is disclosed (claim 1 of claim 1 of patent document 1, paragraphs [0011] to [0019] of the specification, figure of drawings) 1, see FIG.

しかし、特許文献1のパイプフェンスは、支柱1の側面に溶接された金具17に、左右の枠パイプ8,9の側面に溶接された金具18を、水平方向に移動させて嵌め込んで、鉛直方向に挿通されたピン19で止め付けられているので、例えば、積雪荷重などの柵体にかかる荷重が金具18や金具17にせん断力として伝達され、結局、ピン19のせん断力(支圧力)で支える構造となっており、多雪地域に設置した場合強度不足であるという問題があった。   However, in the pipe fence of Patent Document 1, the metal fitting 18 welded to the side surfaces of the left and right frame pipes 8 and 9 is fitted into the metal fitting 17 welded to the side surface of the support column 1 by moving in the horizontal direction. Since it is fixed by the pin 19 inserted in the direction, for example, a load applied to the fence body such as a snow load is transmitted as a shearing force to the metal fitting 18 and the metal fitting 17, and eventually the shearing force (supporting pressure) of the pin 19. There is a problem that the strength is insufficient when installed in heavy snow areas.

また、特許文献1のパイプフェンスは、枠体をひし形に変形可能で傾斜地にも設置可能であるものの、支柱1の金具17と枠パイプ8,9の金具18とのクリアランスが小さく、施工誤差による支柱間のスパンの伸縮や、傾斜面に沿って斜めに取り付けることによる取付間隔の差を吸収することができないという問題があった。   Moreover, although the pipe fence of patent document 1 can deform | transform a frame body into a rhombus and can also be installed in sloping ground, the clearance gap between the metal fitting 17 of the support | pillar 1 and the metal fitting 18 of the frame pipes 8 and 9 is small, and it depends on construction error. There was a problem that it was not possible to absorb the difference in the mounting interval due to the expansion and contraction of the span between the columns and the mounting along the inclined surface.

その上、特許文献1のパイプフェンスは、支柱1の側面に取り付けられた金具17に、左右の枠パイプ8,9の側面に取り付けられた金具18を、水平方向に移動させて嵌め込んで、ピン止めされているので、作業員1人で支柱間にフェンスパネルを仮置きすることができず、フェンス設置作業に不要な労務費が掛かり不経済であるという問題もあった。   In addition, the pipe fence of Patent Document 1 is fitted to the metal fitting 17 attached to the side surface of the column 1 by moving the metal fitting 18 attached to the side surfaces of the left and right frame pipes 8 and 9 in the horizontal direction. Since it is pinned, it was impossible for one worker to temporarily place a fence panel between the columns, and there was a problem that it was uneconomical due to unnecessary labor costs for fence installation work.

また、特許文献2には、縦格子の端部の厚さによらず、同一種類の間隔保持材を使用して上下の胴縁間に縦格子を安定かつ強固に保持するとともに、当該間隔保持材によって胴縁を有効に組立し得る、防護柵の組立構造を提供することを目的として、防護柵1は胴縁20と両胴縁20を連結する縦格子パネル30とを有する。この胴縁20は、全長に亘って延びるスリット21sと、スリット21sの両縁から内側に向かって逆くさび状に拡開した縦格子パネル支持部22とを有し、縦格子パネル30は、胴縁20の長手方向に並設される縦格子31と縦格子31の並び間隔を等間隔に保持する間隔保持材32とを有する。また、間隔保持材32は、格子31の端部と互いに連結された縦格子保持部32aと縦格子パネル支持部22にくさび状に係合する胴縁係合部32bとを有する。このため、縦格子パネル30の荷重により、間隔保持材32の胴縁係合部32bが胴縁20の縦格子パネル支持部22に圧接するため、間隔保持材32がくさび効果によって胴縁20と一体化し、間隔保持材32により胴縁20が補強される防護柵の組立構造が開示されている(特許文献2の特許請求の範囲の請求項1、明細書の段落[0018]〜[0028]、図面の図1等参照)。   Further, in Patent Document 2, the vertical lattice is stably and firmly held between the upper and lower body edges by using the same type of interval holding material regardless of the thickness of the end portion of the vertical lattice, and the interval holding is performed. For the purpose of providing an assembling structure of a guard fence in which the trunk edges can be effectively assembled by the material, the guard fence 1 has a trunk edge 20 and a vertical lattice panel 30 that connects both the trunk edges 20. The trunk edge 20 includes a slit 21 s extending over the entire length, and a vertical lattice panel support portion 22 that expands in a reverse wedge shape from both edges of the slit 21 s toward the inside. It has the vertical lattice 31 arranged in parallel with the longitudinal direction of the edge 20, and the space | interval holding material 32 which hold | maintains the space | interval space | interval of the vertical lattice 31 at equal intervals. Further, the spacing member 32 includes a vertical lattice holding portion 32 a connected to the ends of the lattice 31 and a body edge engaging portion 32 b that engages with the vertical lattice panel support portion 22 in a wedge shape. For this reason, since the trunk edge engaging portion 32b of the spacing member 32 is pressed against the longitudinal lattice panel support portion 22 of the trunk edge 20 due to the load of the vertical grating panel 30, the spacing member 32 is separated from the trunk edge 20 by the wedge effect. An assembly structure of a protective fence is disclosed in which the body edge 20 is reinforced by the interval maintaining member 32 (claim 1 of patent document 2 and paragraphs [0018] to [0028] of the specification). , See FIG. 1 of the drawings).

しかし、特許文献2の防護柵の組立構造は、縦格子の端部の厚さによらず、同一種類の間隔保持材を使用して縦格子を安定かつ強固に保持することができるものの、積雪荷重など胴縁20に直接作用する荷重に耐え得るものでもなく、が考慮されてはおらず、多雪地域に設置した場合強度不足であるという問題があった。   However, the assembly structure of the guard fence of Patent Document 2 can hold the vertical grid stably and firmly using the same type of spacing member regardless of the thickness of the end of the vertical grid, It is not capable of withstanding a load that acts directly on the trunk edge 20 such as a load, and is not taken into consideration, and there is a problem that the strength is insufficient when installed in a snowy area.

また、前述の特許文献1のパイプフェンスと同様に、特許文献2の防護柵の組立構造は、施工誤差による支柱間のスパンの伸縮や傾斜面に沿って斜めに取り付けることによる取付間隔の差を吸収することができないという問題や、1人で仮置き施工することができないという問題を解決できるものではなかった。   Moreover, like the above-mentioned pipe fence of Patent Document 1, the assembly structure of the guard fence of Patent Document 2 is the difference in the mounting interval due to the expansion and contraction of the span between the columns due to the construction error and the diagonal mounting along the inclined surface. The problem that it cannot be absorbed and the problem that one person cannot perform temporary installation cannot be solved.

特開2004−84379号公報JP 2004-84379 A 特開2015−52252号公報JP-A-2015-52252

そこで、本発明は、前述した問題に鑑みて案出されたものであり、その目的とするところは、積雪荷重に対しても強度不足とならず、施工誤差による支柱間のスパンの伸縮や傾斜による取付間隔の差を吸収することができるとともに、仮置き施工が可能で設置作業の労務費を削減することができる自在格子パネル、自在格子パネルの支柱接続構造、及び防護柵を提供することにある。   Therefore, the present invention has been devised in view of the above-described problems, and the object of the present invention is not to be insufficient in strength against a snow load, and the expansion / contraction and inclination of the span between columns due to construction errors. To provide a universal grid panel, a flexible grid panel support structure, and a protective fence that can absorb the difference in mounting interval due to the installation, and can temporarily install and reduce the labor cost of installation work. is there.

第1発明に係る自在格子パネルは、上下一対の上枠材と下枠材と、これら上枠材と下枠材とに上下端が回動自在に軸着された左右一対の縦枠材と、前記上枠材と前記下枠材とに上下端が回動自在に軸着された複数の格子材と、を備え、前記上枠材には、中材が挿置されているとともに、前記一対の縦枠材の側面には、前記防護柵の支柱側面に突設された突設金具に上方から覆い被さって接続される断面コの字状の接続金具が取り付けられていることを特徴とする。   A universal lattice panel according to a first aspect of the present invention includes a pair of upper and lower upper frame members and a lower frame member, and a pair of left and right vertical frame members whose upper and lower ends are pivotally attached to the upper and lower frame members. A plurality of lattice members having upper and lower ends pivotably attached to the upper frame member and the lower frame member, and an intermediate member is inserted into the upper frame member, On the side surfaces of the pair of vertical frame members, there is attached a U-shaped connection fitting that covers and is connected to the protruding fitting protruding from the side of the column of the protective fence from above. To do.

第2発明に係る自在格子パネルは、第1発明において、前記中材は、その高さが、前記上枠材の内面の上端付近から下端付近まで達するとともに、その上下の縁が、前記上枠材の内面に沿って鋭角に折り曲げられていることを特徴とする。   The flexible grid panel according to a second aspect of the present invention is the first aspect of the present invention, wherein the height of the middle member reaches from the vicinity of the upper end to the vicinity of the lower end of the inner surface of the upper frame member, and the upper and lower edges thereof are the upper frame. It is bent at an acute angle along the inner surface of the material.

第3発明に係る自在格子パネルは、第1発明又は第2発明において、前記接続金具には、前記突設金具に接続するためのボルトやリベットなどの連結部材が挿通される支柱接続長孔が設けられ、この支柱接続長孔は、上下方向に開孔して前記縦枠材の軸と直交する柵幅方向に長くなっていることを特徴とする。   According to a third aspect of the present invention, in the first or second invention, the connection bracket includes a column connection long hole through which a connecting member such as a bolt or a rivet is inserted to connect to the protruding bracket. The column connection long hole is provided in the up-down direction and is elongated in the fence width direction perpendicular to the axis of the vertical frame member.

第4発明に係る自在格子パネルは、第1発明ないし第3発明のいずれかの発明において、前記上枠材及び前記下枠材と前記縦枠材との転結は、前記縦枠材の上端及び下端付近に穿設された枠連結長孔を介して連結され、この枠連結長孔は、前記縦枠材の軸と直交する柵幅方向に長くなっているとともに、前記中材の両端部には、丸孔が穿設され、この丸孔にボルトやリベットなどの連結部材が挿通されたうえ前記上枠材が前記縦枠材に止め付けられていることを特徴とする。   The universal lattice panel according to a fourth aspect of the present invention is the invention according to any one of the first to third aspects, wherein the upper frame member, the lower frame member, and the vertical frame member are joined together by an upper end of the vertical frame member. And a frame connection long hole drilled in the vicinity of the lower end, the frame connection long hole is elongated in the fence width direction orthogonal to the axis of the vertical frame member, and both end portions of the middle member Is characterized in that a round hole is formed, and a connecting member such as a bolt or a rivet is inserted into the round hole, and the upper frame member is fixed to the vertical frame member.

第5発明に係る自在格子パネルは、第1発明ないし第4発明のいずれかの発明において、前記接続金具は、前記縦枠材に溶接され、その溶接線は、前記縦枠材の軸方向に沿った直線状の部分が、他の部分より長くなっていることを特徴とする。   A universal lattice panel according to a fifth aspect of the present invention is the invention according to any one of the first to fourth aspects, wherein the connection fitting is welded to the vertical frame member, and the weld line is in the axial direction of the vertical frame member. The linear part along the length is longer than the other parts.

第6発明に係る自在格子パネルの支柱接続構造は、複数の支柱と、これら支柱間に張設され、部材同士の相対角度が変更可能に連結された自在格子パネルとの支柱接続構造であって、前記自在格子パネルは、上下一対の上枠材と下枠材と、これら上枠材と下枠材とに上下端が回動自在に軸着された左右一対の縦枠材と、前記上枠材と前記下枠材とに上下端が回動自在に軸着された複数の格子材と、を備え、前記支柱の側面には、前記自在格子パネルと接続される突設金具が突設され、前記上枠材には、中材が挿置されているとともに、前記一対の縦枠材の側面には、前記突設金具に上方から覆い被さって接続するための断面コの字状の接続金具が突設されていることを特徴とする。   A column connection structure for a flexible grid panel according to a sixth aspect of the present invention is a column connection structure between a plurality of columns and a flexible grid panel that is stretched between the columns and connected so that the relative angle between members can be changed. The free lattice panel includes a pair of upper and lower upper frame members and a lower frame member, a pair of left and right vertical frame members pivotally mounted on the upper and lower frame members, and the upper and lower frames. A plurality of lattice members having upper and lower ends pivotally attached to the frame member and the lower frame member, and a protruding metal fitting connected to the universal lattice panel protrudes from a side surface of the support column. In the upper frame member, an intermediate member is inserted, and the side surfaces of the pair of vertical frame members are formed in a U-shaped cross-section for covering and connecting the protruding metal fittings from above. The connection metal fitting is projected.

第7発明に係る自在格子パネルの支柱接続構造は、第6発明において、前記接続金具には、前記突設金具に接続するためのボルトやリベットなどの連結部材が挿通される支柱接続長孔が設けられ、この支柱接続長孔は、上下方向に開孔して前記縦枠材の軸と直交する柵幅方向に長くなっていることを特徴とする。   According to a seventh aspect of the present invention, there is provided a column connection structure for a flexible grid panel according to the sixth aspect, wherein the connection fitting has a column connection long hole through which a connecting member such as a bolt or a rivet is inserted to connect to the protruding fitting. The column connection long hole is provided in the up-down direction and is elongated in the fence width direction perpendicular to the axis of the vertical frame member.

第8発明に係る自在格子パネルの支柱接続構造は、第6発明又は第7発明において、前記突設金具には、前記接続金具に接続するためのボルトやリベットなどの連結部材が挿通されるパネル接続長孔が設けられ、このパネル接続長孔は、上下方向に開孔して前記支柱の軸と直交する柵幅方向に長くなっていることを特徴とする。   According to an eighth invention, in the sixth or seventh invention, the universal grid panel support connection structure is a panel in which a connecting member such as a bolt or a rivet for connecting to the connection fitting is inserted into the protruding fitting. A connection long hole is provided, and the panel connection long hole is opened in the vertical direction and is elongated in the fence width direction perpendicular to the axis of the support column.

第9発明に係る自在格子パネルの支柱接続構造は、第6発明ないし第8発明のいずれかの発明において、前記上枠材及び前記下枠材と前記縦枠材との転結は、前記縦枠材の上端及び下端付近に穿設された枠連結長孔を介して連結され、この枠連結長孔は、前記縦枠材の軸と直交する柵幅方向に長くなっていることを特徴とする。   According to a ninth aspect of the present invention, there is provided the column connection structure for the flexible grid panel according to any one of the sixth to eighth aspects, wherein the upper frame member, the lower frame member, and the vertical frame member are joined together by the vertical frame member. It is connected through a frame connection long hole drilled in the vicinity of the upper end and the lower end of the frame member, and this frame connection long hole is elongated in the fence width direction perpendicular to the axis of the vertical frame member. To do.

第10発明に係る自在格子パネルの支柱接続構造は、第9発明において、前記中材の両端部には、丸孔が穿設され、この丸孔にボルトやリベットなどの連結部材が挿通されたうえ前記上枠材が前記縦枠材に止め付けられていることを特徴とする。   The support structure for a flexible grid panel according to a tenth aspect of the present invention is the ninth aspect of the invention, wherein a round hole is formed at both ends of the intermediate member, and a connecting member such as a bolt or a rivet is inserted into the round hole. In addition, the upper frame member is fixed to the vertical frame member.

第11発明に係る耐雪型自在格子パネルの支柱接続構造は、第6発明ないし第10発明のいずれかの発明において、前記接続金具は、前記縦枠材に溶接され、前記突設金具は、前記支柱に溶接され、いずれの溶接線も、前記縦枠材又は前記支柱の軸方向に沿った直線状の部分が、他の部分より長くなっていることを特徴とする。   According to an eleventh aspect of the present invention, there is provided a support structure for a snow-resistant flexible grid panel according to any one of the sixth to tenth aspects, wherein the connection fitting is welded to the vertical frame member, and the protruding fitting is It is welded to the support | pillar, and as for any welding line, the linear part along the axial direction of the said vertical frame material or the said support | pillar is longer than the other part, It is characterized by the above-mentioned.

第12発明に係る防護柵は、横断や転落を防止する防護柵であって、請求項1ないし5のいずれかに記載の耐雪型自在格子パネルが請求項6ないし11のいずれかに記載の自在格子パネルの支柱接続構造により支柱に接続されていることを特徴とする。   A protection fence according to a twelfth aspect of the present invention is a protection fence that prevents crossing or falling, and the snow-resistant flexible lattice panel according to any one of claims 1 to 5 is a universal fence according to any one of claims 6 to 11. It is connected to the column by a column panel column connection structure.

第1発明〜第12発明によれば、上枠材には、積雪荷重に耐え得る曲げ強度を付与するための中材が挿置されているので、中材により曲げ強度が向上されて積雪荷重に対しても強度不足とならない。また、第1発明〜第12発明によれば、一対の縦枠材の側面には、防護柵の支柱側面に突設された突設金具に上方から覆い被さって接続される断面コの字状の接続金具が取り付けられているので、自在格子パネルを支柱の突設金具上に仮置きしてパネル設置作業を全部作業員一人で行うことが可能となる。このため、パネル設置作業の労務費を削減することができる。   According to the first to twelfth inventions, the upper frame member is provided with the intermediate member for imparting the bending strength capable of withstanding the snow load, so that the bending strength is improved by the intermediate member and the snow load is increased. However, the strength will not be insufficient. Further, according to the first to twelfth inventions, the side surfaces of the pair of vertical frame members are U-shaped cross-sections that are connected by covering the protruding metal fittings protruding from the side surfaces of the support fence columns from above. Therefore, it is possible to perform the panel installation work by one worker by temporarily placing the free lattice panel on the protruding metal fitting of the support column. For this reason, the labor cost of panel installation work can be reduced.

特に、第2発明によれば、中材は、その高さが、上枠材の内面の上端付近から下端付近まで達するとともに、その上下の縁が、上枠材の内面に沿って鋭角に折り曲げられているので、上枠材の中で、中材の部材断面を中立軸から遠距離に集中的に配置することができ、断面二次モーメント及び断面係数を向上させて軽量化を図ることができる。このため、さらに曲げ強度を向上して積雪荷重に対する強度を確保することができる。   In particular, according to the second invention, the height of the intermediate material reaches from the vicinity of the upper end of the inner surface of the upper frame member to the vicinity of the lower end, and the upper and lower edges thereof are bent at an acute angle along the inner surface of the upper frame member. Therefore, in the upper frame material, the cross-section of the medium material can be concentrated at a distance from the neutral axis, and the cross-sectional secondary moment and the cross-section coefficient can be improved to reduce the weight. it can. For this reason, bending strength can be improved further and the intensity | strength with respect to a snow load can be ensured.

特に、第3発明及び第7発明によれば、支柱接続長孔が柵幅方向に長い長孔となっているので、傾斜地に設置した場合と平地に設置した場合の傾斜による取付間隔の差を吸収することができる。同様に、第8発明によれば、パネル接続長孔が柵幅方向に長い長孔となっているので、さらに傾斜による取付間隔の差を吸収することができる。   In particular, according to the third and seventh inventions, the column connection long hole is a long hole in the fence width direction, so the difference in mounting interval due to the inclination when installed on an inclined land and when installed on a flat ground is Can be absorbed. Similarly, according to the eighth invention, since the panel connection long hole is a long hole in the fence width direction, the difference in the mounting interval due to the inclination can be further absorbed.

特に、第4発明及び第9発明によれば、縦枠材の上下端付近に設けられる枠連結長孔が柵幅方向に長い長孔となっているので、施工誤差による支柱間のスパンの伸縮を吸収することができる。   In particular, according to the fourth and ninth inventions, the frame connection long holes provided in the vicinity of the upper and lower ends of the vertical frame material are long holes in the fence width direction. Can be absorbed.

特に、第5発明及び第11発明によれば、溶接線の縦枠材又は支柱の軸方向に沿った直線状の部分が、他の部分より長くなっているので、積雪荷重が縦枠材の軸力として作用した場合でも、溶接線の縦枠材又は支柱の軸方向に沿った直線状の部分には、軸力に応じたせん断力としてしか作用せず、溶接線を軸とした曲げモーメントのように梃の原理で軸力が増幅されて溶接部分に伝達されることが極力少なくなる。このため、強度的に弱点となる溶接部分に応力が集中するおそれが減少して、さらに積雪荷重に対する強度を向上させることができる。   In particular, according to the fifth and eleventh inventions, since the vertical frame material of the weld line or the linear part along the axial direction of the support column is longer than the other parts, the snow load is the vertical frame material of the vertical frame material. Even when acting as an axial force, the vertical frame material of the weld line or the linear part along the axial direction of the column only acts as a shearing force according to the axial force, and the bending moment about the weld line As described above, the axial force is amplified and transmitted to the welded portion by the principle of soot as much as possible. For this reason, the possibility that stress concentrates on the welded portion, which is a weak point in strength, can be reduced, and the strength against snow load can be further improved.

特に、第10発明によれば、曲げ強度を補強する目的で上枠材に挿置される中材には、断面欠損となる孔が長孔ではなく小径の丸孔しか穿設されていないので、さらに曲げ強度を向上して積雪荷重に対する強度を確保することができる。   In particular, according to the tenth aspect of the present invention, since the intermediate material inserted into the upper frame material for the purpose of reinforcing the bending strength is provided with only a small-diameter round hole, not a long hole, as a hole that becomes a cross-sectional defect. Further, the bending strength can be further improved to ensure the strength against the snow load.

本発明の実施形態に係る防護柵を柵幅方向と直交する水平方向に見た状態を示す正面図である。It is a front view which shows the state which looked at the protection fence which concerns on embodiment of this invention in the horizontal direction orthogonal to a fence width direction. 同上の防護柵の支柱の上部を示す斜視図である。It is a perspective view which shows the upper part of the support | pillar of a protection fence same as the above. 同上の支柱を地面に立設した状態を示す正面図である。It is a front view which shows the state which installed the support | pillar same as the above on the ground. 本発明の実施形態に係る自在格子パネルである耐雪型自在格子パネルを示す正面図である。It is a front view which shows the snow-resistant type | mold flexible lattice panel which is a flexible lattice panel which concerns on embodiment of this invention. 同上の耐雪型自在格子パネルの上枠材の右端を示す部分拡大斜視図である。It is a partial expansion perspective view which shows the right end of the upper frame material of a snow-resistant type free lattice panel same as the above. 同上の耐雪型自在格子パネルの上枠材及び中材を軸に直交する平面で切断した状態を示す断面図である。It is sectional drawing which shows the state which cut | disconnected the upper frame material and middle material of the snow-resistant type free lattice panel same as the above by the plane orthogonal to an axis | shaft. 同上の上枠材を中間省略で示す正面図である。It is a front view which shows an upper frame material same as the above by omitting intermediate. 同上の耐雪型自在格子パネルの下枠材の右端を示す部分拡大斜視図である。It is a partial expansion perspective view which shows the right end of the lower frame material of a snowproof type free lattice panel same as the above. 同上の耐雪型自在格子パネルの下枠材及び中材を軸に直交する平面で切断した状態を示す断面図である。It is sectional drawing which shows the state which cut | disconnected the lower frame material and middle material of the snow-resistant type free lattice panel same as the above by the plane orthogonal to an axis | shaft. 同上の耐雪型自在格子パネルの中材の右端を示す部分拡大斜視図である。It is a partial expansion perspective view which shows the right end of the middle material of a snow-resistant type | mold free lattice panel same as the above. 同上の中材を中間省略で示す正面図である。It is a front view which shows an intermediate material same as the above by the middle omission. 同上の耐雪型自在格子パネルの縦枠材の上部を示す斜視図である。It is a perspective view which shows the upper part of the vertical frame material of a snow-resistant type free lattice panel same as the above. 同上の縦枠材を示す図であり、(a)は右側面図、(b)は正面図である。It is a figure which shows a vertical frame material same as the above, (a) is a right view, (b) is a front view. 同上の縦枠材を示す平面図である。It is a top view which shows a vertical frame material same as the above. 同上の耐雪型自在格子パネルの格子材の上部を示す斜視図である。It is a perspective view which shows the upper part of the grating | lattice material of a snow-resistant type free grating panel same as the above. 同上の格子材を示す図であり、(a)は右側面図、(b)は正面図である。It is a figure which shows a lattice material same as the above, (a) is a right view, (b) is a front view. 同上の耐雪型自在格子パネルの支柱への仮置施工を斜視図で示す説明図である。It is explanatory drawing which shows the temporary placement construction to the support | pillar of a snow-resistant type free lattice panel same as the above with a perspective view.

以下、本発明の実施形態に係る防護柵、その自在格子パネル、及び自在格子パネルの支柱接続構造について、図面を参照しながら詳細に説明する。   DESCRIPTION OF EMBODIMENTS Hereinafter, a guard fence according to an embodiment of the present invention, a flexible lattice panel thereof, and a column connection structure of the flexible lattice panel will be described in detail with reference to the drawings.

図1に示すように、本発明の実施形態に係る防護柵1は、複数の支柱2と、これらの支柱2間に張設された本発明の実施形態に係る自在格子パネルである耐雪型自在格子パネル3など、から構成されている。   As shown in FIG. 1, a protective fence 1 according to an embodiment of the present invention includes a plurality of support columns 2 and a snow-resistant mold that is a free lattice panel according to an embodiment of the present invention that is stretched between these support columns 2. It is comprised from the lattice panel 3 grade | etc.,.

(支柱)
支柱2は、図2、図3に示すように、円形鋼管からなる支柱本体20と、この支柱本体20の上端開口を塞ぐキャップ21と、支柱本体20の側周面から上下2段に亘り左右(水平方向)に突設された突設金具22など、から構成されている。
(Support)
As shown in FIG. 2 and FIG. 3, the column 2 includes a column main body 20 made of a circular steel pipe, a cap 21 that closes the upper end opening of the column main body 20, and left and right two steps up and down from the side peripheral surface of the column main body 20. It is comprised from the protrusion metal fitting 22 etc. which protruded in the (horizontal direction).

この支柱本体20は、一般構造用炭素鋼鋼管(STK400 Z27)からなる管厚(t=3.2mm)、直径(φ=60.5mm)、高さ1300mmの鋼管であり、根元が200mm程基礎に埋設されて地上部分が高さ1100mmの支柱本体となる。   This strut body 20 is a steel pipe (t = 3.2mm), diameter (φ = 60.5mm), height 1300mm made of general structural carbon steel pipe (STK400 Z27), and the root is embedded in the foundation about 200mm. As a result, the ground part becomes a column main body with a height of 1100 mm.

キャップ21は、鋼製のドーム状の部材であり、支柱本体20の管端が露出しないように塞いで、鋭利な切断面で人が怪我をしないようにすること、及び端面、内面への雨水の侵入を防いで錆びないようにする機能を有している。   The cap 21 is a steel dome-shaped member, is closed so that the tube end of the column main body 20 is not exposed, prevents a person from being injured by a sharp cut surface, and rainwater on the end surface and the inner surface. It has a function to prevent rusting and prevent rusting.

突設金具22は、板厚(t=3.2mm)、幅35mmの鋼板から曲げ加工されて、後述の耐雪型自在格子パネル3を接続するためのパネル接続長孔23が形成された金具である。このパネル接続長孔23は、上下方向に開孔する支柱2の軸と直交する柵幅方向X(支柱2の中心同士を結んだ線に沿った方向を指す。以下同じ)に長い14mm×25mmの長孔となっている。   The protruding metal fitting 22 is a metal fitting formed by bending a steel plate having a plate thickness (t = 3.2 mm) and a width of 35 mm to form a panel connection long hole 23 for connecting a snow-resistant flexible lattice panel 3 described later. . This panel connection long hole 23 is 14 mm × 25 mm long in the fence width direction X (pointing along the line connecting the centers of the columns 2, the same applies hereinafter) perpendicular to the axis of the column 2 that opens in the vertical direction. It is a long hole.

この突設金具22は、支柱本体20の上端から193mm、828mmの高さに、その鋼板の端面を支柱本体20の側周面に開先を設けず当接させて、突設金具22を構成する鋼板の板面の両脇が隅肉溶接により溶接されている。即ち、突設金具22が支柱本体20に溶接されている溶接線は、支柱本体20の軸方向に沿った直線状となっている。   The protruding metal fitting 22 is configured to have a height of 193 mm and 828 mm from the upper end of the column main body 20 and with the end surface of the steel plate abutting the side peripheral surface of the column main body 20 without providing a groove. Both sides of the surface of the steel sheet to be welded are welded by fillet welding. That is, the weld line in which the projecting metal fitting 22 is welded to the column main body 20 has a linear shape along the axial direction of the column main body 20.

このため、突設金具22に接続する耐雪型自在格子パネル3に雪が積もった場合でも、積雪荷重が、溶接線に対して曲げモーメントとして作用するのではなく、溶接線に沿ったせん断力としてしか作用しない。よって、溶接線を軸とした曲げモーメントのように梃の原理で積雪荷重が増幅されて伝達されることがなく、強度的に弱点となる溶接部分に応力が集中するおそれが減少して、積雪荷重に対する強度を向上させることができる。   For this reason, even when snow accumulates on the snow-resistant flexible grid panel 3 connected to the projecting fitting 22, the snow load does not act as a bending moment on the weld line, but only as a shearing force along the weld line. Does not work. Therefore, the snow load is not amplified and transmitted by the principle of dredging, unlike the bending moment about the weld line, and the risk of stress concentration on the welded part, which is weak in strength, is reduced. Strength against load can be improved.

また、本発明の実施形態に係る支柱2として柵幅方向Xの両側に突設金具22が突設された中間部の支柱を例示して説明したが、柵の端部に位置する支柱は、当然柵幅方向Xの片側にしか突設金具22は突設されていない。   In addition, as an example of the support column 2 according to the embodiment of the present invention, the intermediate support column in which the protruding metal fittings 22 are protruded on both sides of the fence width direction X has been described. Naturally, the protruding fitting 22 is protruded only on one side in the fence width direction X.

<自在格子パネル>
本発明の実施形態に係る自在格子パネルである耐雪型自在格子パネル3は、図4に示すように、上下一対の上枠材4と下枠材5と、これら上枠材4と下枠材5とに上下端が回動自在に軸着された左右一対の縦枠材6,7と、上枠材4と下枠材5とに上下端が回動自在に軸着された複数の格子材8など、から構成されている。
<Free lattice panel>
As shown in FIG. 4, a snow-resistant type free lattice panel 3 that is a free lattice panel according to an embodiment of the present invention includes a pair of upper and lower upper frame members 4 and 5, and the upper frame member 4 and lower frame member. A pair of left and right vertical frame members 6, 7 pivotally mounted on the upper and lower ends of the frame 5, and a plurality of lattices whose upper and lower ends are pivotally mounted on the upper frame member 4 and the lower frame member 5. The material 8 is made up of.

(上枠材、下枠材)
上枠材4及び下枠材5は、図5〜図7に示すように、溶融亜鉛メッキ鋼板(SGC400-ZSMO Z27)から折り曲げ加工されて、下端又は上端に縦枠材6,7や格子材8の端部を挿通する溝4a,5aが開口され、断面が多角形の電球状となった長さ1880mmの条材である。この上枠材4は、横方向を長手方向として防護柵1の上端に沿って設置され、手摺笠木としても機能する。
(Upper frame material, lower frame material)
The upper frame material 4 and the lower frame material 5 are bent from a hot-dip galvanized steel sheet (SGC400-ZSMO Z27) as shown in FIGS. 8 is a strip having a length of 1880 mm, in which grooves 4a and 5a that are inserted through the end portions of FIG. The upper frame member 4 is installed along the upper end of the protective fence 1 with the horizontal direction as the longitudinal direction, and also functions as a handrail headboard.

また、上枠材4及び下枠材5の両端部には、それぞれ高さ14mm×幅16mmのやや横(柵幅方向X)に長い丸孔4b,4c、5b,5cが穿設されている。これらの丸孔4b,4c、5b,5cにM12のボルトである連結部材が挿通され、縦枠材6,7が回動自在(揺動自在)に連結されている。このため、上枠材4及び下枠材5と、縦枠材6,7とは、相対角度が変更可能となっており、傾斜地の斜面への追従が容易である。   In addition, round holes 4b, 4c, 5b, and 5c each having a height of 14 mm and a width of 16 mm and being slightly lateral (fence width direction X) are formed at both ends of the upper frame member 4 and the lower frame member 5. . These round holes 4b, 4c, 5b, and 5c are inserted through connecting members, which are M12 bolts, so that the vertical frame members 6 and 7 are rotatably connected (swingable). For this reason, the relative angles of the upper frame member 4 and the lower frame member 5 and the vertical frame members 6 and 7 can be changed, and it is easy to follow the slope of the sloping ground.

勿論、連結部材は、M12のボルトに限れず、他のボルトや、ピン、又はリベットなどの部材同士を回動可能に連結する連結部材であればよい。   Of course, the connecting member is not limited to the M12 bolt, and may be any connecting member that rotatably connects other bolts, pins, rivets, and the like.

なお、下枠材5の底面には、上枠材4と相違して、溝5aから侵入した雨水等を排水するため500mmピッチで直径8mmの水抜き孔(図示せず)が4箇所穿設されている。   In addition, unlike the upper frame material 4, four drain holes (not shown) with a diameter of 500 mm are provided on the bottom surface of the lower frame material 5 in order to drain rainwater and the like that has entered from the groove 5 a. Has been.

(中材)
そして、図6、図9に示すように、上枠材4及び下枠材5には、積雪荷重に耐え得る曲げ強度を確保するため左右一対の中材9,9’が挿置されている。この中材9,9は、図10、図6、図9に示すように、厚さ2.3mmの溶融亜鉛メッキ鋼板(SGC400-ZSMO Z27)から曲げ加工されて、その上縁部9a,9a’、下縁部9b,9b’が、上枠材4及び下枠材5の内面に沿って鋭角に折り曲げられている。
(Medium)
As shown in FIGS. 6 and 9, a pair of left and right middle members 9 and 9 ′ are inserted in the upper frame member 4 and the lower frame member 5 in order to ensure bending strength that can withstand snow load. . As shown in FIGS. 10, 6, and 9, the intermediate members 9 and 9 are bent from a hot-dip galvanized steel sheet (SGC400-ZSMO Z27) having a thickness of 2.3 mm, and the upper edges 9a and 9a ′ thereof. The lower edge portions 9 b and 9 b ′ are bent at an acute angle along the inner surfaces of the upper frame member 4 and the lower frame member 5.

また、中材9,9’は、図6、図9に示すように、断面中央やや下方において後退距離2mm程度、角度161°で反り曲がっており、上部の板面が上枠材4又は下枠材5の溝4a,5aの内面と面一となっている。   Further, as shown in FIGS. 6 and 9, the middle members 9 and 9 ′ are warped at a receding distance of about 2 mm and an angle of 161 ° at the center of the cross section slightly below, and the upper plate surface is the upper frame member 4 or the lower portion. It is flush with the inner surfaces of the grooves 4a, 5a of the frame member 5.

このため、中材9,9’の全高が、上枠材4及び下枠材5の内面の上端付近から下端付近まで達する43mmとなっているとともに、中材9,9’の軸方向(長手方向)に垂直な断面において、上縁部9a,9a’、下縁部9b,9b’が、中立軸から離れて位置することとなり、断面二次モーメント及び断面係数を向上させて軽量化を図ることができる。よって、中材9及び上枠材4、下枠材5の曲げ強度を向上させて積雪荷重に対抗する強度を確保することができる。   For this reason, the total height of the intermediate members 9 and 9 ′ is 43 mm reaching from the vicinity of the upper ends of the inner surfaces of the upper frame member 4 and the lower frame member 5 to the vicinity of the lower end thereof, and the axial direction (longitudinal direction of the intermediate members 9 and 9 ′ In the cross section perpendicular to the direction), the upper edge portions 9a and 9a 'and the lower edge portions 9b and 9b' are positioned away from the neutral axis, and the cross-sectional secondary moment and the cross-section coefficient are improved to reduce the weight. be able to. Therefore, the bending strength of the middle member 9, the upper frame member 4, and the lower frame member 5 can be improved to ensure the strength against the snow load.

また、中材9,9’の両端部には、上枠材4及び下枠材5の両端部に穿設された丸孔4b,4c、5b,5cと対応する位置に、高さ14mm×幅20mmのやや横(柵幅方向X)に長い丸孔90,90’が穿設されている。この丸孔90、90’には、前述のM12ボルトが挿通されて縦枠材6,7が回動自在に止め付けられる。   In addition, at both ends of the middle member 9, 9 ', a height of 14 mm x at positions corresponding to the round holes 4b, 4c, 5b, 5c drilled at both ends of the upper frame member 4 and the lower frame member 5, respectively. Long circular holes 90 and 90 'having a width of 20 mm are formed on the side (rail width direction X). The above-described M12 bolts are inserted into the round holes 90 and 90 ', and the vertical frame members 6 and 7 are rotatably fixed.

そして、中材9,9’には、158mmピッチで格子材8をピン止め(リベット)する直径5.5mmのピン孔91,91’が11か所、穿設されている。   Further, 11 pin holes 91 and 91 ′ having a diameter of 5.5 mm for pinning (riveting) the lattice material 8 at a pitch of 158 mm are formed in the intermediate members 9 and 9 ′.

以上のように、中材9,9’にあける孔は、中材9,9’が曲げ強度を補強して剛性を高める補強材であることを鑑み、断面欠損とならないよう極力小径としている。このため、積雪荷重に対しても上枠材4及び下枠材5に所望の強度と剛性を確保するとともに、連結する縦枠材6,7や格子材8を確実に挟持することができる。   As described above, in view of the fact that the intermediate material 9, 9 'is a reinforcing material that reinforces the bending strength and increases the rigidity, the hole in the intermediate material 9, 9' has a small diameter as much as possible so as not to cause a cross-sectional defect. For this reason, desired strength and rigidity can be secured to the upper frame member 4 and the lower frame member 5 even with a snow load, and the vertical frame members 6 and 7 and the lattice member 8 to be connected can be securely held.

(縦枠材)
縦枠材6,7は、鋼管からなる縦枠本体60,70と、前述の突設金具22に対応する高さに、これらの縦枠本体60,70の側周面から柵幅方向X外側に向け突設された接続金具61,71などから構成されている。
(Vertical frame material)
The vertical frame members 6 and 7 are arranged at heights corresponding to the vertical frame main bodies 60 and 70 made of steel pipes and the above-described protruding fittings 22 from the side peripheral surfaces of the vertical frame main bodies 60 and 70 outside the fence width direction X. It is comprised from the connection metal fittings 61 and 71 etc. which protruded toward.

この縦枠本体60,70は、一般構造用炭素鋼鋼管(STK400 ZSMO Z27)からなる管厚(t=2.3mm)、直径(φ=34mm)、全高925mmの鋼管であり、管の上端部60a,70a、下端部60b,70bが長さ61mm程、押し潰されて平たくなっている。   The vertical frame bodies 60 and 70 are steel pipes having a tube thickness (t = 2.3 mm), a diameter (φ = 34 mm), and a total height of 925 mm made of a general structural carbon steel pipe (STK400 ZSMO Z27), and an upper end portion 60a of the pipe. 70a and the lower end portions 60b and 70b are flattened by being flattened by about 61 mm in length.

この平たくなった上端部60a,70a及び下端部60b,70bには、上枠材4又は下枠材5と連結するための前述のM12ボルトが挿通される枠連結長孔60c,70c、60d,70dがそれぞれ穿設されている。これらの枠連結長孔60c,70c、60d,70dは、縦枠材6,7の軸と直交する柵幅方向Xに長い高さ14mm×幅35mmの長孔となっている。   The flat upper end portions 60a, 70a and lower end portions 60b, 70b are inserted into the frame connecting long holes 60c, 70c, 60d through which the M12 bolts for connecting to the upper frame member 4 or the lower frame member 5 are inserted. 70d is drilled. These frame connection long holes 60c, 70c, 60d, and 70d are long holes with a height of 14 mm and a width of 35 mm that are long in the fence width direction X orthogonal to the axes of the vertical frame members 6 and 7.

このため、長孔となっている枠連結長孔60c,70c、60d,70dの幅方向において、ボルト止めする位置を調整することにより、施工誤差による支柱間のスパンの伸縮、即ち、支柱2の設置位置の誤差や支柱2の鉛直精度の不具合により生ずる各支柱間の長さの違いを吸収することができる。   For this reason, by adjusting the bolting position in the width direction of the frame connecting long holes 60c, 70c, 60d, 70d which are long holes, the expansion / contraction of the span between the columns due to construction errors, that is, the column 2 It is possible to absorb the difference in length between the columns caused by the error in the installation position and the vertical accuracy of the column 2.

接続金具61,71は、高さ38.2mm×全幅36.7mm、全長53.8mmの開口部を下にした断面コの字状の鋼製の部材である。この接続金具61,71は、図12に示すように、縦枠本体60,70の側周面に開先を設けて当接させ、断面コの字状の両側面部分だけフレア溶接により溶接されている。即ち、この接続金具61,71が縦枠本体60,70に溶接されている溶接線は、縦枠本体60,70の軸方向に沿った直線状となっている。   The connection fittings 61 and 71 are steel members having a U-shaped cross section with an opening having a height of 38.2 mm, an overall width of 36.7 mm, and an overall length of 53.8 mm. As shown in FIG. 12, the connection fittings 61 and 71 are welded by flare welding only on both side portions having a U-shaped cross section, with grooves provided on the side circumferential surfaces of the vertical frame bodies 60 and 70. ing. That is, the weld line in which the connection fittings 61 and 71 are welded to the vertical frame main bodies 60 and 70 is a straight line along the axial direction of the vertical frame main bodies 60 and 70.

このため、耐雪型自在格子パネル3に雪が積もった場合でも、積雪荷重が、溶接線に対して曲げモーメントとして作用するのではなく、溶接線に沿ったせん断力としてしか作用しない。よって、溶接線を軸とした曲げモーメントのように梃の原理で積雪荷重が増幅されて伝達されることがなく、強度的に弱点となる溶接部分に応力が集中するおそれが減少して、積雪荷重に対する強度を向上させることができる。   For this reason, even when snow accumulates on the snow-resistant type free lattice panel 3, the snow load does not act as a bending moment on the weld line, but acts only as a shearing force along the weld line. Therefore, the snow load is not amplified and transmitted by the principle of dredging, unlike the bending moment about the weld line, and the risk of stress concentration on the welded part, which is weak in strength, is reduced. Strength against load can be improved.

勿論、設計強度に応じて接続金具61,71の上面が縦枠本体60,70の側周面と当接する円弧状の部分をフレア溶接等により溶接しても構わない。但し、この円弧状の部分をフレア溶接しないことにより、曲面状の開先等を設ける必要がないため、加工費を低減することができる。   Of course, arc-shaped portions where the upper surfaces of the connection fittings 61 and 71 are in contact with the side peripheral surfaces of the vertical frame main bodies 60 and 70 may be welded by flare welding or the like according to the design strength. However, since the arc-shaped portion is not subjected to flare welding, it is not necessary to provide a curved groove or the like, so that the processing cost can be reduced.

また、接続金具61,71の断面コの字状の上面には、支柱2の突設金具22と接続するための支柱接続長孔61a,71aが穿設されている。この支柱接続長孔61a,71aは、上下方向に開孔する幅14mm×長さ25mmの柵幅方向Xに長い長孔となっている。このため、前述の突設金具22のパネル接続長孔23の長孔と相まって、傾斜地に設置した場合と平地に設置した場合の傾斜による耐雪型自在格子パネル3の取付間隔の差を吸収することができる。   Further, column connection elongated holes 61 a and 71 a for connecting to the protruding metal fitting 22 of the column 2 are formed on the upper surfaces of the connection brackets 61 and 71 having a U-shaped cross section. The column connection long holes 61a and 71a are long holes extending in the vertical direction and having a width of 14 mm and a length of 25 mm and extending in the fence width direction X. For this reason, combined with the long hole of the panel connection long hole 23 of the above-described protruding fitting 22, absorbs the difference in the mounting interval of the snow-resistant flexible grid panel 3 due to the inclination when installed on an inclined ground and when installed on a flat ground. Can do.

(格子材)
格子材8は、一般構造用炭素鋼鋼管(STK400 ZSMO Z27)からなる管厚(t=1.0mm)、直径(φ=19.1mm)、全高931mmの鋼管であり、管の上端部8a、下端部8bが長さ64mm程、押し潰されて平たくなっている。
(Lattice material)
The lattice material 8 is a steel pipe having a tube thickness (t = 1.0 mm), a diameter (φ = 19.1 mm), and an overall height of 931 mm made of a general structural carbon steel pipe (STK400 ZSMO Z27). 8b is crushed and flattened by about 64 mm in length.

この平たくなった上端部8a及び下端部8bには、中材9,9’のピン孔91,91’にリベット止めするための直径6mmのピン孔8c〜8fが、2か所ずつ計4個穿設されている。   The flat upper end 8a and lower end 8b have a total of four pin holes 8c to 8f each having a diameter of 6 mm for riveting to the pin holes 91 and 91 'of the intermediate member 9 and 9'. It has been drilled.

このように、格子材8は、ピン孔8c〜8fにより中材9,9’にリベット接合されているため、上枠材4及び下枠材5には、格子材8を軸着するための孔は、穿設されていない。このため、貫通孔からの雨水の侵入により鋼材の端面等に錆びが発生して腐食することを低減することができる。   Thus, since the lattice material 8 is rivet-bonded to the intermediate materials 9 and 9 ′ by the pin holes 8c to 8f, the lattice material 8 is pivotally attached to the upper frame material 4 and the lower frame material 5. The hole is not drilled. For this reason, it can reduce that rust generate | occur | produces and corrodes in the end surface of steel materials by the penetration | invasion of rainwater from a through-hole.

<仮置き施工>
次に、図1、図17を用いて、本発明の実施形態に係る防護柵、その耐雪型自在格子パネル、及び耐雪型自在格子パネルの支柱接続構造の仮置き施工について詳細に説明する。本発明の実施形態に係る防護柵1を設置する場合は、先ず、支柱2を地面に鉛直に立設するとともに、耐雪型自在格子パネル3を組み立てる。
<Temporary placement construction>
Next, with reference to FIG. 1 and FIG. 17, the temporary placement of the guard fence according to the embodiment of the present invention, the snow-resistant free lattice panel, and the support connection structure of the snow-resistant free lattice panel will be described in detail. When installing the protective fence 1 which concerns on embodiment of this invention, first, while supporting the support | pillar 2 perpendicularly | vertically on the ground, the snow-resistant type free lattice panel 3 is assembled.

そして、組み立てた耐雪型自在格子パネル3の柵幅方向X外側に向け突設された接続金具61,71を、設置する支柱2間の突設金具22上に載置して仮置きする。このとき、接続金具61,71は、下方向に開口する断面コの字状となっているため、屈曲鋼板からなる突設金具22に、耐雪型自在格子パネル3の片側ずつ、断面コの字状の接続金具61,71をそれぞれ嵌め落とすだけで、仮置きができるため、作業員一人で容易に行うことができる。   Then, the connection fittings 61 and 71 projecting outward from the fence width direction X of the assembled snow-resistant free lattice panel 3 are placed on the projection fitting 22 between the columns 2 to be installed and temporarily placed. At this time, since the connection fittings 61 and 71 have a U-shaped cross-section opening downward, the protruding metal fitting 22 made of a bent steel plate has a U-shaped cross-section on each side of the snow-resistant flexible lattice panel 3. Since the temporary connection can be performed simply by fitting the respective connection fittings 61 and 71, it can be easily performed by one worker.

また、接続金具61,71が下方向に開口する断面コの字状となっているため、一旦仮置きされた耐雪型自在格子パネル3は、風や傾斜角度によりズレたり、落ちたりするおそれが少なく、ボルトなどの連結部材により容易に止め付けることができる。   In addition, since the connection fittings 61 and 71 have a U-shaped cross-section that opens downward, the temporarily placed snow-resistant flexible grid panel 3 may be shifted or dropped depending on the wind or the inclination angle. There are few, and it can stop easily with connection members, such as a volt | bolt.

<実施形態に係る防護柵の作用効果>
以上説明した実施形態に係る防護柵1、その耐雪型自在格子パネル3、及び耐雪型自在格子パネルの支柱接続構造によれば、上枠材4及び下枠材5に一対の中材9,9’が挿置されているので、中材9,9’により曲げ強度が向上されて積雪荷重に対しても強度不足とならない。また、前述のように、耐雪型自在格子パネル3を支柱2の突設金具22上に仮置きしてパネル設置作業を全部作業員一人で行うことが可能となる。このため、パネル設置作業の労務費を削減することができる。
<Operational effects of the protective fence according to the embodiment>
According to the protective fence 1 according to the embodiment described above, its snow-resistant free lattice panel 3, and the strut connection structure of the snow-resistant free lattice panel, the upper frame member 4 and the lower frame member 5 are paired with the middle members 9 and 9. Since 'is inserted, the bending strength is improved by the intermediate members 9, 9', and the strength is not insufficient even for a snow load. Further, as described above, the snow-resistant flexible grid panel 3 can be temporarily placed on the protruding metal fitting 22 of the support column 2 so that the panel installation work can be performed by one worker alone. For this reason, the labor cost of panel installation work can be reduced.

また、支柱接続長孔61a,71a及びパネル接続長孔23が柵幅方向Xに長い長孔となっているので、傾斜地に設置した場合と平地に設置した場合の傾斜による耐雪型自在格子パネル3の取付間隔の差を吸収することができる。   In addition, since the column connection long holes 61a and 71a and the panel connection long hole 23 are long holes in the fence width direction X, the snow-resistant free-lattice panel 3 due to the inclination when installed on an inclined ground and when installed on a flat ground. The difference in the mounting interval can be absorbed.

そして、縦枠材6,7の枠連結長孔60c,70c、60d,70dが柵幅方向Xに長い長孔となっているので、施工誤差による支柱間のスパンの伸縮を吸収することができる。   And since the frame connection long holes 60c, 70c, 60d, and 70d of the vertical frame members 6 and 7 are long holes in the fence width direction X, the expansion and contraction of the span between the columns due to construction errors can be absorbed. .

以上、本発明の実施形態に係る防護柵、その耐雪型自在格子パネル、及び耐雪型自在格子パネルの支柱接続構造について詳細に説明したが、前述した又は図示した実施形態は、いずれも本発明を実施するにあたって具体化した一実施形態を示したものに過ぎず、これらによって本発明の技術的範囲が限定的に解釈されてはならないものである。   As described above, the protective fence according to the embodiment of the present invention, the snow-resistant type free lattice panel, and the support connection structure of the snow-resistant type free lattice panel have been described in detail. However, the technical scope of the present invention should not be construed in a limited manner.

1 :防護柵
2 :支柱
20 :支柱本体
21 :キャップ
22 :突設金具
23 :パネル接続長孔
3 :耐雪型自在格子パネル(自在格子パネル)
4 :上枠材
5 :下枠材
4a,5a :溝
4b,4c,5b,5c :丸孔
6,7 :縦枠材
60,70 :縦枠本体
60a,70a :上端部
60b,70b :下端部
60c,60d,70c,70d :枠連結長孔
61,71 :接続金具
61a,71a :支柱接続長孔
8 :格子材
8a :上端部
8b :下端部
8c、8d,8e,8f :ピン孔
9,9’ :中材
9a,9a’ :上縁部
9b,9b’ :下縁部
90,90’ :丸孔
91,91’ :ピン孔
1: Guard fence 2: Prop 20: Prop body 21: Cap 22: Protrusion fitting 23: Panel connection slot 3: Snow-resistant free lattice panel (universal lattice panel)
4: Upper frame material 5: Lower frame materials 4a, 5a: Grooves 4b, 4c, 5b, 5c: Round holes 6, 7: Vertical frame materials 60, 70: Vertical frame bodies 60a, 70a: Upper end portions 60b, 70b: Lower ends Portions 60c, 60d, 70c, 70d: frame connection long holes 61, 71: connection fittings 61a, 71a: strut connection long holes 8: lattice material 8a: upper end 8b: lower end 8c, 8d, 8e, 8f: pin hole 9 , 9 ′: Middle material 9a, 9a ′: Upper edge portion 9b, 9b ′: Lower edge portion 90, 90 ′: Round hole 91, 91 ′: Pin hole

Claims (12)

上下一対の上枠材と下枠材と、これら上枠材と下枠材とに上下端が回動自在に軸着された左右一対の縦枠材と、前記上枠材と前記下枠材とに上下端が回動自在に軸着された複数の格子材と、を備え、
前記上枠材には、中材が挿置されているとともに、
前記一対の縦枠材の側面には、前記防護柵の支柱側面に突設された突設金具に上方から覆い被さって接続される断面コの字状の接続金具が取り付けられていること
を特徴とする自在格子パネル。
A pair of upper and lower upper frame members, a lower frame member, a pair of left and right vertical frame members pivoted pivotally on the upper and lower frame members, the upper frame member and the lower frame member And a plurality of lattice members having upper and lower ends pivotally mounted thereto,
In the upper frame material, while an intermediate material is inserted,
On the side surfaces of the pair of vertical frame members, there is attached a U-shaped connection fitting that covers and is connected to the protruding fitting protruding from the side of the column of the protective fence from above. Free lattice panel.
前記中材は、その高さが、前記上枠材の内面の上端付近から下端付近まで達するとともに、その上下の縁が、前記上枠材の内面に沿って鋭角に折り曲げられていること
を特徴とする請求項1に記載の自在格子パネル。
The height of the intermediate material extends from near the upper end of the inner surface of the upper frame material to near the lower end, and upper and lower edges thereof are bent at an acute angle along the inner surface of the upper frame material. The free lattice panel according to claim 1.
前記接続金具には、前記突設金具に接続するためのボルトやリベットなどの連結部材が挿通される支柱接続長孔が設けられ、この支柱接続長孔は、上下方向に開孔して前記縦枠材の軸と直交する柵幅方向に長くなっていること
を特徴とする請求項1又は2に記載の自在格子パネル。
The connection bracket is provided with a column connection long hole through which a connecting member such as a bolt or a rivet for connecting to the projecting metal fitting is inserted. The flexible grid panel according to claim 1, wherein the flexible grid panel is long in a fence width direction perpendicular to the axis of the frame member.
前記上枠材及び前記下枠材と前記縦枠材との転結は、前記縦枠材の上端及び下端付近に穿設された枠連結長孔を介して連結され、この枠連結長孔は、前記縦枠材の軸と直交する柵幅方向に長くなっているとともに、
前記中材の両端部には、丸孔が穿設され、
この丸孔にボルトやリベットなどの連結部材が挿通されたうえ前記上枠材が前記縦枠材に止め付けられていること
を特徴とする請求項1ないし3のいずれかに記載の自在格子パネル。
The rolling of the upper frame member, the lower frame member, and the vertical frame member is connected through frame connection elongated holes formed near the upper and lower ends of the vertical frame member. , And is elongated in the fence width direction orthogonal to the axis of the vertical frame material,
Round holes are drilled in both ends of the intermediate material,
4. The free lattice panel according to claim 1, wherein a connecting member such as a bolt or a rivet is inserted into the round hole, and the upper frame member is fixed to the vertical frame member. .
前記接続金具は、前記縦枠材に溶接され、その溶接線は、前記縦枠材の軸方向に沿った直線状の部分が、他の部分より長くなっていること
を特徴とする請求項1ないし4のいずれかに記載の自在格子パネル。
The connection fitting is welded to the vertical frame member, and the weld line has a linear portion along the axial direction of the vertical frame member that is longer than the other portions. 5. The free lattice panel according to any one of 4 to 4.
複数の支柱と、これら支柱間に張設され、部材同士の相対角度が変更可能に連結された自在格子パネルとの支柱接続構造であって、
前記自在格子パネルは、上下一対の上枠材と下枠材と、これら上枠材と下枠材とに上下端が回動自在に軸着された左右一対の縦枠材と、前記上枠材と前記下枠材とに上下端が回動自在に軸着された複数の格子材と、を備え、
前記支柱の側面には、前記自在格子パネルと接続される突設金具が突設され、
前記上枠材には、中材が挿置されているとともに、
前記一対の縦枠材の側面には、前記突設金具に上方から覆い被さって接続するための断面コの字状の接続金具が突設されていること
を特徴とする自在格子パネルの支柱接続構造。
A strut connection structure between a plurality of struts and a flexible lattice panel stretched between the struts and connected so that the relative angle between members can be changed,
The free lattice panel includes a pair of upper and lower upper frame members and a lower frame member, a pair of left and right vertical frame members pivotally mounted on the upper frame member and the lower frame member, and the upper frame. A plurality of lattice members having upper and lower ends pivotally attached to the material and the lower frame member,
On the side surface of the support column, a protruding metal fitting connected to the flexible grid panel is protruded,
In the upper frame material, while an intermediate material is inserted,
The side connection of the pair of vertical frame members has a U-shaped connection fitting protruding from above to connect to the protruding fitting from above. Construction.
前記接続金具には、前記突設金具に接続するためのボルトやリベットなどの連結部材が挿通される支柱接続長孔が設けられ、
この支柱接続長孔は、上下方向に開孔して前記縦枠材の軸と直交する柵幅方向に長くなっていること
を特徴とする請求項6に記載の自在格子パネルの支柱接続構造。
The connection fitting is provided with a column connection long hole through which a connecting member such as a bolt or a rivet for connecting to the protruding fitting is inserted,
7. The strut connection structure for a flexible grid panel according to claim 6, wherein the strut connection long hole is opened in the vertical direction and is elongated in the fence width direction orthogonal to the axis of the vertical frame member.
前記突設金具には、前記接続金具に接続するためのボルトやリベットなどの連結部材が挿通されるパネル接続長孔が設けられ、
このパネル接続長孔は、上下方向に開孔して前記支柱の軸と直交する柵幅方向に長くなっていること
を特徴とする請求項6又は7に記載の自在格子パネルの支柱接続構造。
The projecting metal fitting is provided with a panel connection elongated hole through which a connecting member such as a bolt or a rivet for connecting to the connection metal fitting is inserted,
The strut connection structure for a flexible grid panel according to claim 6 or 7, wherein the panel connection long hole is opened in the vertical direction and is elongated in the fence width direction orthogonal to the axis of the strut.
前記上枠材及び前記下枠材と前記縦枠材との転結は、前記縦枠材の上端及び下端付近に穿設された枠連結長孔を介して連結され、この枠連結長孔は、前記縦枠材の軸と直交する柵幅方向に長くなっていること
を特徴とする請求項6ないし8のいずれかに記載の自在格子パネルの支柱接続構造。
The rolling of the upper frame member, the lower frame member, and the vertical frame member is connected through frame connection elongated holes formed near the upper and lower ends of the vertical frame member. The column connection structure for a flexible grid panel according to any one of claims 6 to 8, wherein the structure is elongated in a fence width direction orthogonal to the axis of the vertical frame member.
前記中材の両端部には、丸孔が穿設され、
この丸孔にボルトやリベットなどの連結部材が挿通されたうえ前記上枠材が前記縦枠材に止め付けられていること
を特徴とする請求項9に記載の自在格子パネルの支柱接続構造。
Round holes are drilled in both ends of the intermediate material,
The strut connection structure for a flexible grid panel according to claim 9, wherein a connecting member such as a bolt or a rivet is inserted into the round hole, and the upper frame member is fixed to the vertical frame member.
前記接続金具は、前記縦枠材に溶接され、前記突設金具は、前記支柱に溶接され、いずれの溶接線も、前記縦枠材又は前記支柱の軸方向に沿った直線状の部分が、他の部分より長くなっていること
を特徴とする請求項6ないし10のいずれかに記載の自在格子パネルの支柱接続構造。
The connection fitting is welded to the vertical frame member, the projecting fitting is welded to the support column, and each welding line has a linear portion along the axial direction of the vertical frame member or the support column. The column connection structure for a flexible grid panel according to any one of claims 6 to 10, wherein the column connection structure is longer than other portions.
横断や転落を防止する防護柵であって、
請求項1ないし5のいずれかに記載の耐雪型自在格子パネルが請求項6ないし11のいずれかに記載の自在格子パネルの支柱接続構造により支柱に接続されていること
を特徴とする防護柵。
A protective fence that prevents crossing and falling,
A snow fence type flexible grid panel according to any one of claims 1 to 5 is connected to a column by the column connection structure of the universal grid panel according to any one of claims 6 to 11.
JP2016001063A 2016-01-06 2016-01-06 Flexible grid panel, its support connection structure, and protective fence Active JP6663720B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108797460A (en) * 2018-06-29 2018-11-13 芜湖等莱智能科技有限公司 A kind of municipal works road guard-rail
JP7354766B2 (en) 2018-12-03 2023-10-03 株式会社ジェイテクト Steering control device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108797460A (en) * 2018-06-29 2018-11-13 芜湖等莱智能科技有限公司 A kind of municipal works road guard-rail
JP7354766B2 (en) 2018-12-03 2023-10-03 株式会社ジェイテクト Steering control device

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