Nothing Special   »   [go: up one dir, main page]

JP6663720B2 - Flexible grid panel, its support connection structure, and protective fence - Google Patents

Flexible grid panel, its support connection structure, and protective fence Download PDF

Info

Publication number
JP6663720B2
JP6663720B2 JP2016001063A JP2016001063A JP6663720B2 JP 6663720 B2 JP6663720 B2 JP 6663720B2 JP 2016001063 A JP2016001063 A JP 2016001063A JP 2016001063 A JP2016001063 A JP 2016001063A JP 6663720 B2 JP6663720 B2 JP 6663720B2
Authority
JP
Japan
Prior art keywords
connection
vertical frame
frame material
support
fence
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2016001063A
Other languages
Japanese (ja)
Other versions
JP2017122329A (en
Inventor
亮輔 水落
亮輔 水落
Original Assignee
日鉄建材株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 日鉄建材株式会社 filed Critical 日鉄建材株式会社
Priority to JP2016001063A priority Critical patent/JP6663720B2/en
Publication of JP2017122329A publication Critical patent/JP2017122329A/en
Application granted granted Critical
Publication of JP6663720B2 publication Critical patent/JP6663720B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

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

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。   BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a protective fence provided with a free grid panel that can be installed even on a slope, and in particular, a snow-resistant free grid panel capable of withstanding a snow load when snow falls on the grid panel, the snow-resistant free grid panel and a pillar. And a protection fence provided with the snow-resistant free grid panel and the 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 protective fence provided with a free grid panel that can be installed on a slope is known. For example, Patent Literature 1 discloses that a metal fitting 5 can be interposed between standing pillars 1 for the purpose of providing a pipe fence with a good appearance while being applicable to not only flat terrain such as roads and parks but also sloped lands. The left and right frame pipes 8 and 9 to be attached and mounted, the upper and lower frame pipes 6 and 7 provided above and below the left and right frame pipes 8 and 9, and the left and right frame pipes 6 to 9 A pipe fence 2 composed of vertical pipes 10 provided at predetermined intervals in parallel with the frame pipes 8, 9, wherein the left and right frame pipes 8, 9 and the vertical pipe 10 are provided with connecting members at their pipe ends. The connecting member 3 is loosely inserted into the openings 11 provided at predetermined intervals in the pipe walls of the upper and lower frame pipes 6 and 7, and the retaining members provided on the upper and lower frame pipes 6 and 7 are retained. It is stopped by the member 4 A pipe fence 2 connected to upper and lower frame pipes 6 and 7 is disclosed (Claim 1 of Claims of Patent Document 1, paragraphs [0011] to [0019] of the specification, drawings of drawings) 1, FIG. 2 etc.).

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 fittings 18 welded to the side faces of the left and right frame pipes 8 and 9 are horizontally moved and fitted into the metal fittings 17 welded to the side faces of the column 1, and are vertically inserted. Since it is fixed by the pin 19 inserted in the direction, for example, a load applied to the fence, such as a snow load, is transmitted to the metal fittings 18 and 17 as a shearing force, and eventually, the shearing force (bearing force) of the pin 19. It has a problem of insufficient strength when installed in a snowy area.

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。   Further, the pipe fence disclosed in Patent Literature 1 can deform the frame into a rhombus shape and can be installed on a slope, but the clearance between the bracket 17 of the support 1 and the bracket 18 of the frame pipes 8 and 9 is small, and the pipe fence is caused by construction errors. There is a problem that it is not possible to absorb the expansion and contraction of the span between the columns and the difference in the mounting interval due to the oblique 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, in the pipe fence of Patent Document 1, the metal fittings 18 attached to the side surfaces of the left and right frame pipes 8 and 9 are horizontally moved and fitted into the metal fittings 17 attached to the side surfaces of the column 1, Since the pins are fixed, the fence panel cannot be temporarily placed between the supports by one worker, and there is a problem that unnecessary labor costs are required for the fence installation work, which is uneconomical.

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, Patent Document 2 discloses that the vertical grid is stably and firmly held between the upper and lower body edges by using the same type of spacing material regardless of the thickness of the end of the vertical grid. In order to provide an assembling structure of the protective fence that can effectively assemble the fuselage by the material, the protective fence 1 has a fuselage 20 and a vertical lattice panel 30 connecting the two fuselages 20. The body edge 20 has a slit 21 s extending over the entire length, and a vertical lattice panel support portion 22 that opens in an inverted wedge shape from both edges of the slit 21 s toward the inside. It has a vertical grid 31 arranged side by side in the longitudinal direction of the edge 20 and a spacing member 32 for maintaining the vertical grid 31 at equal intervals. Further, the spacing member 32 has a vertical lattice holding portion 32a connected to an end of the lattice 31 and a waist-shaped engaging portion 32b that engages with the vertical lattice panel supporting portion 22 in a wedge shape. For this reason, the body edge engaging portion 32b of the spacing member 32 is pressed against the vertical grating panel support portion 22 of the body edge 20 by the load of the vertical grid panel 30, so that the spacing material 32 is in contact with the body edge 20 by a wedge effect. An assembling structure of a protective fence that is integrated and the trunk 20 is reinforced by the spacing member 32 is disclosed (Claim 1 of Claim of Patent Document 2, paragraphs [0018] to [0028] of the specification). , FIG. 1 of the drawings, etc.).

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 protective fence disclosed in Patent Document 2 can stably and firmly hold the vertical grid using the same type of spacing material regardless of the thickness of the end of the vertical grid. However, it is not able to withstand a load acting directly on the waist 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。   Further, similarly to the pipe fence of Patent Document 1 described above, the assembly structure of the protective fence of Patent Document 2 reduces the difference in the mounting interval due to the expansion and contraction of the span between the columns due to construction errors and the oblique mounting along the inclined surface. It could not solve the problem that it could not be absorbed and the problem that it was not possible to perform temporary placement work by one person.

特開2004−84379号公報JP 2004-84379 A 特開2015−52252号公報JP-A-2005-52252

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-mentioned problem, and an object thereof is to prevent the strength from being insufficient even under the snow load, and to expand and contract the span between the columns due to a construction error. To provide a flexible lattice panel, a flexible lattice panel support connection structure, and a protective fence that can absorb the difference in the mounting interval due to the above and can reduce the labor cost of the installation work while being able to temporarily place the 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、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。   The free lattice panel according to the first invention comprises a pair of upper and lower upper and lower frame members, and a pair of left and right vertical frame members whose upper and lower ends are rotatably mounted on the upper and lower frame members. A plurality of lattice members whose upper and lower ends are rotatably mounted on the upper frame member and the lower frame member, and a middle member is inserted into the upper frame member, On the side surfaces of the pair of vertical frame members, a U-shaped cross-section connecting bracket is attached, which is connected to the protruding bracket protruding from the support fence side of the protective fence from above. .

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。   In the flexible lattice panel according to a second aspect of the present invention, in the first aspect, the middle member has a height reaching from near an upper end to a lower end of an inner surface of the upper frame member, and upper and lower edges thereof are connected to the upper frame. It is characterized by being 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 flexible lattice panel according to the first or second aspect, the connecting fitting has a column connecting long hole through which a connecting member such as a bolt or a rivet for connecting to the protruding fitting is inserted. The strut connection elongated hole is provided in the vertical direction and is elongated in the fence width direction orthogonal 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。   A flexible lattice panel according to a fourth invention is the flexible lattice panel according to any one of the first invention to the third invention, wherein the upper frame material and the lower frame material are connected to the vertical frame material at an upper end of the vertical frame material. And a frame connection elongated hole formed near the lower end thereof, and the frame connection elongated hole is elongated in a fence width direction orthogonal to the axis of the vertical frame material, and both ends of the intermediate material. Is characterized in that a round hole is formed, a connecting member such as a bolt or a rivet is inserted through 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。   According to a fifth aspect of the present invention, in the flexible lattice panel according to any one of the first to fourth aspects, the connection fitting is welded to the vertical frame member, and a welding line is formed in the axial direction of the vertical frame member. It is characterized in that a straight portion along the length is longer than other portions.

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 support connection structure for a flexible lattice panel according to a sixth aspect of the present invention is a support connection structure for a plurality of supports and a flexible lattice panel stretched between the supports and connected so that the relative angle between the members can be changed. The free lattice panel comprises a pair of upper and lower upper and lower frame members, a pair of left and right vertical frame members whose upper and lower ends are rotatably mounted on the upper and lower frame members, A plurality of grid members whose upper and lower ends are rotatably mounted on the frame member and the lower frame member, and protruding metal fittings connected to the free grid panel are provided on the side surfaces of the support posts. A middle member is inserted into the upper frame member, and a side surface of the pair of vertical frame members has a U-shaped cross section for covering and connecting the protruding metal fittings from above. It is characterized in that connection fittings are protruded.

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 sixth aspect of the present invention, in the sixth aspect of the present invention, the connection fitting has a support connection elongated hole through which a connection member such as a bolt or a rivet for connecting to the protruding fitting is inserted. The strut connection elongated hole is provided in the vertical direction and is elongated in the fence width direction orthogonal 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 aspect of the present invention, in the support structure for supporting a flexible grid panel according to the sixth or seventh aspect, the connecting member such as a bolt or a rivet for connecting to the connection fitting is inserted into the protruding fitting. A connection slot is provided, and the panel connection slot is vertically opened and is elongated in a fence width direction orthogonal to the axis of the 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, in the support structure for a flexible grid panel according to any one of the sixth to eighth aspects, the connection between the upper frame material and the lower frame material and the vertical frame material is performed in the vertical frame material. It is connected via a frame connection long hole drilled near the upper end and the lower end of the frame material, and the frame connection long hole is elongated in a fence width direction orthogonal to the axis of the vertical frame material. I 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。   According to a tenth aspect of the present invention, in the ninth aspect of the present invention, in the ninth aspect, round holes are formed in both ends of the intermediate member, and connecting members such as bolts and rivets are inserted into the round holes. Further, 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, in the support structure for supporting a snow-resistant free grid panel according to any one of the sixth to tenth aspects, the connection fitting is welded to the vertical frame member, and the protruding fitting includes Each of the welding lines is welded to the column, and a straight line portion along the axial direction of the vertical frame member or the column is longer than other portions.

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。   The protective fence according to the twelfth invention is a protective fence for preventing crossing and falling, and the snow-resistant free grid panel according to any one of claims 1 to 5 is freely adjustable according to any one of claims 6 to 11. It is characterized in that it is connected to the column by the column connection structure of the lattice panel.

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 invention to the twelfth invention, since the middle material for providing the bending strength that can withstand the snow load is inserted into the upper frame material, the bending strength is improved by the middle material, and the snow load is increased. The strength is not insufficient. According to the first invention to the twelfth invention, on the side surfaces of the pair of vertical frame members, a U-shaped cross section is connected by being covered from above with the protruding metal fittings protruding from the support fence side surfaces of the protective fence. Since the connection metal fittings are mounted, the flexible grid panel can be temporarily placed on the protruding metal fittings of the column, and the entire panel installation work can be performed by a single worker. For this reason, labor costs for 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 middle material has a height reaching from near the upper end to near the lower end of the inner surface of the upper frame material, and the upper and lower edges thereof are bent at an acute angle along the inner surface of the upper frame material. Since the cross section of the middle member can be intensively arranged at a long distance from the neutral axis in the upper frame material, the second moment of area and the section modulus can be improved to reduce the weight. it can. For this reason, the bending strength can be further improved and the strength against the snow load can be secured.

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 invention and the seventh invention, since the strut connection long hole is a long hole in the fence width direction, the difference between the mounting intervals due to the inclination when installed on a sloped land and when installed on a flat ground is reduced. Can be absorbed. Similarly, according to the eighth aspect, 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, since the frame connection long holes provided near the upper and lower ends of the vertical frame material are long holes in the fence width direction, expansion and contraction of the span between the columns due to construction errors. 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 invention and the eleventh invention, the vertical portion of the welding line or the linear portion along the axial direction of the column is longer than the other portions, so that the snow load is reduced. Even if it acts as an axial force, it acts only as a shearing force in accordance with the axial force on the straight line along the axial direction of the vertical frame material or column of the welding line, and the bending moment around the welding line As described above, it is minimized that the axial force is amplified by the principle of leverage and transmitted to the welded portion. For this reason, the possibility that stress concentrates on the welded portion, which is a weak point in strength, is 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 invention, since the middle member inserted into the upper frame member for the purpose of reinforcing the bending strength has only a small-diameter round hole, not a long hole, as a hole having a cross-sectional defect, Further, the bending strength can be further improved to secure 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 showing the state where the protection fence concerning an embodiment of the present invention was seen in the horizontal direction orthogonal to the 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 the same protective fence. 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 stood on the ground on the same pillar. 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。BRIEF DESCRIPTION OF THE DRAWINGS It is a front view which shows the snow-resistant type free grid panel which is the free grid 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 the same snow-resistant type free grid panel. 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 the middle material of the said snow-resistant type free grid panel 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 the upper frame material same as the above with an intermediate omission. 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。FIG. 3 is a partially enlarged perspective view showing a right end of a lower frame member of the snow-resistant free grid panel of 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 the middle material of the said snow-resistant type free grid panel 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 the same snow resistant type free grid panel. 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 the middle material same as the above with an intermediate 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 the same snow resistant type free lattice panel. 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 the same vertical frame material, (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 the same vertical frame material. 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 grid material of the same snow resistant free grid panel. 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 the said grid material, (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 installation construction on the support | pillar of the said snow-resistant type free grid panel by 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。   Hereinafter, a protective fence according to an embodiment of the present invention, its flexible lattice panel, and a support 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 columns 2, and a snow-resistant type flexible grid panel stretched between these columns 2 according to the embodiment of the present invention. It is composed of a lattice panel 3 and the like.

(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。
(Post)
As shown in FIGS. 2 and 3, the column 2 includes a column main body 20 formed of a circular steel pipe, a cap 21 that closes an upper end opening of the column main body 20, and a left and right upper and lower side from the side peripheral surface of the column main body 20. (Horizontal direction) and the like.

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。   The main body 20 is a steel pipe having a thickness (t = 3.2 mm), a diameter (φ = 60.5 mm), and a height of 1300 mm made of a carbon steel pipe for general structural use (STK400 Z27). Then, 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. The cap 21 is closed so that the pipe end of the support body 20 is not exposed, so that a sharp cut surface does not injure a person. It has a function to prevent intrusion and prevent rust.

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 fitting 22 is a fitting formed by bending a steel plate having a 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. . The panel connection long hole 23 is 14 mm × 25 mm long in the fence width direction X (refers to a direction along a line connecting the centers of the columns 2, which is orthogonal to the axis of the column 2, which is vertically opened). 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 such that the end face of the steel plate abuts on the side peripheral surface of the supporting column main body 20 at a height of 193 mm and 828 mm from the upper end of the supporting column main body 20 without providing a groove. Both sides of the sheet surface of the steel sheet to be welded are welded by fillet welding. That is, the welding line at which the protruding metal fitting 22 is welded to the column main body 20 is linear 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 is piled up on the snow-resistant free grid panel 3 connected to the protruding metal fitting 22, the snow load does not act as a bending moment on the welding line, but only as a shearing force along the welding line. Does not work. Therefore, the snow load is not amplified and transmitted by the principle of leverage as in the bending moment with the welding line as an axis. Strength against a 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。   Moreover, although the support | pillar 2 which concerns on embodiment of this invention demonstrated and demonstrated the support | pillar of the intermediate part in which the protrusion fitting 22 protruded on both sides of the fence width direction X, the support | pillar located in the edge part of a fence was used. Naturally, the protruding metal fitting 22 protrudes 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 grid panel>
As shown in FIG. 4, a snow-resistant free grid panel 3, which is a free grid panel according to an embodiment of the present invention, has a pair of upper and lower upper frames 4 and 5, a pair of upper frames 4 and lower frames. 5, a pair of left and right vertical frame members 6 and 7 having upper and lower ends rotatably mounted on a shaft, and a plurality of lattices having upper and lower ends rotatably mounted on an upper frame member 4 and a lower frame member 5. Material 8 and the like.

(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 member 4 and the lower frame member 5 are bent from a hot-dip galvanized steel plate (SGC400-ZSMO Z27) as shown in FIGS. The groove 4a, 5a through which the end portion of the groove 8 is inserted is opened, and is a 1880 mm long strip having a polygonal cross section in a bulb shape. 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 shade.

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。   At both ends of the upper frame member 4 and the lower frame member 5, round holes 4b, 4c, 5b, and 5c each having a height of 14 mm × a width of 16 mm and being slightly laterally (fence width direction X) are formed. . A connecting member, which is an M12 bolt, is inserted into these round holes 4b, 4c, 5b, 5c, and the vertical frame members 6, 7 are rotatably (swingably) connected. 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 members such as bolts, pins, or rivets.

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 member 4, four drain holes (not shown) having a pitch of 500 mm and a diameter of 8 mm are formed on the bottom surface of the lower frame member 5 at a pitch of 500 mm to drain rainwater or the like that has entered through the groove 5 a. Have 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。
(Middle material)
As shown in FIGS. 6 and 9, a pair of left and right middle members 9 and 9 ′ are inserted into the upper frame member 4 and the lower frame member 5 in order to secure a bending strength that can withstand a snow load. . As shown in FIGS. 10, 6, and 9, the middle members 9, 9 are bent from a hot-dip galvanized steel sheet (SGC400-ZSMO Z27) having a thickness of 2.3 mm, and have upper edges 9a, 9a '. , Lower edge portions 9 b and 9 b ′ are bent at acute angles 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。   As shown in FIGS. 6 and 9, the middle members 9 and 9 ′ are bent slightly at the center of the cross section at a retreat distance of about 2 mm and an angle of 161 °, and the upper plate surface is the upper frame member 4 or the lower plate. 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 middle members 9, 9 'is 43 mm reaching from the vicinity of the upper end to the lower end of the inner surfaces of the upper frame member 4 and the lower frame member 5, and the axial direction of the middle members 9, 9' (longitudinal). Direction), the upper edges 9a, 9a 'and the lower edges 9b, 9b' are located away from the neutral axis, thereby improving the second moment of area and the section modulus 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, and the strength against the snow load can be secured.

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。   At both ends of the middle members 9, 9 ', 14 mm height × 14 mm × 4 holes are formed at positions corresponding to the round holes 4b, 4c, 5b, 5c formed at both ends of the upper frame member 4 and the lower frame member 5. Long circular holes 90 and 90 'having a width of 20 mm and being slightly lateral (fence width direction X) are formed. The M12 bolts described above are inserted into the round holes 90 and 90 ', and the vertical frame members 6 and 7 are rotatably stopped.

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。   The middle members 9, 9 'are provided with 11 5.5 mm diameter pin holes 91, 91' for pinning (riveting) the lattice member 8 at a pitch of 158mm.

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, the holes formed in the middle members 9, 9 'are made as small as possible so as not to have a cross-sectional defect in view of the fact that the middle members 9, 9' are reinforcing members that enhance bending strength and increase rigidity. For this reason, desired strength and rigidity can be ensured for the upper frame member 4 and the lower frame member 5 with respect to the snow load, and the vertical frame members 6, 7 and the grid member 8 to be connected can be reliably sandwiched.

(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 a height corresponding to the vertical frame main bodies 60 and 70 made of a steel pipe and the protruding metal fitting 22 from the side peripheral surfaces of these vertical frame main bodies 60 and 70 in the fence width direction X outside. And fittings 61, 71 and the like protruding toward the connector.

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 (t = 2.3 mm), diameter (φ = 34 mm), and total height 925 mm made of carbon steel pipes for general structural use (STK400 ZSMO Z27). , 70a and lower ends 60b, 70b are crushed and flattened to a length of about 61 mm.

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 and 70a and the lower end portions 60b and 70b have frame connection long holes 60c, 70c, 60d through which the above-mentioned M12 bolts for connecting to the upper frame member 4 or the lower frame member 5 are inserted. 70d are respectively drilled. These frame connection long holes 60c, 70c, 60d, 70d are long holes having a height of 14 mm and a width of 35 mm long in the fence width direction X orthogonal to the axis of the vertical frame members 6, 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 connection long holes 60c, 70c, 60d, and 70d, which are long holes, the span between the columns due to the construction error, that is, the column 2 It is possible to absorb a difference in length between the columns caused by an error in the installation position or a defect in 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。   Each of the connection fittings 61 and 71 is a steel member having a U-shaped cross section with an opening having a height of 38.2 mm × a total width of 36.7 mm and a total length of 53.8 mm. As shown in FIG. 12, the connection metal fittings 61 and 71 are provided with grooves on the side peripheral surfaces of the vertical frame main bodies 60 and 70 and are brought into contact with each other. ing. That is, the welding lines where the connection fittings 61 and 71 are welded to the vertical frame main bodies 60 and 70 are linear 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 free grid panel 3, the snow load does not act as a bending moment on the welding line but acts only as a shearing force along the welding line. Therefore, the snow load is not amplified and transmitted by the principle of leverage as in the bending moment with the welding line as an axis. Strength against a 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, an arc-shaped portion where the upper surfaces of the connection fittings 61 and 71 abut 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 this arc-shaped portion is not flare-welded, 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。   In addition, support connection long holes 61 a and 71 a for connecting to the protrusion 22 of the support 2 are formed in the upper surface of the connection fittings 61 and 71 having a U-shaped cross section. The column connection slots 61a and 71a are long slots in the fence width direction X having a width of 14 mm and a length of 25 mm that are vertically opened. For this reason, in combination with the long hole of the panel connection long hole 23 of the protruding metal fitting 22, the difference in the installation interval of the snow-resistant free grid panel 3 due to the inclination when installed on a slope and when installed on a flat ground is absorbed. Can be.

(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。
(Grid material)
The lattice material 8 is a steel pipe having a thickness (t = 1.0 mm), a diameter (φ = 19.1 mm), and a total height of 931 mm made of carbon steel pipe for general structure (STK400 ZSMO Z27). 8b is crushed and flattened to a length of about 64 mm.

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。   At the flattened upper end 8a and lower end 8b, four pin holes 8c to 8f each having a diameter of 6 mm for riveting to the pin holes 91, 91 'of the intermediate members 9, 9' are provided in two places. 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。   As described above, since the grid member 8 is riveted to the middle members 9 and 9 ′ by the pin holes 8 c to 8 f, the upper frame member 4 and the lower frame member 5 are used to axially attach the grid member 8. No holes are drilled. For this reason, it is possible to reduce corrosion and corrosion of the end face of the steel material due to the intrusion of rainwater from the 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 installation>
Next, with reference to FIG. 1 and FIG. 17, the temporary fence construction of the protective fence according to the embodiment of the present invention, its snow-resistant free grid panel, and the support connection structure of the snow-resistant free grid panel will be described in detail. When installing the protective fence 1 according to the embodiment of the present invention, first, the columns 2 are erected vertically on the ground, and the snow-resistant flexible 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 in 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 that opens downward, the connection fitting 61 formed of a bent steel plate is provided with a U-shaped cross section on each side of the snow-resistant free lattice panel 3. The temporary placement can be performed only by fitting and removing the connection fittings 61 and 71 in the shape of a circle, so that it can be easily performed by one worker alone.

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 free grid panel 3 may shift or fall due to wind or an inclination angle. It can be easily fixed by connecting members such as bolts.

<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。
<Effects of the protective fence according to the embodiment>
According to the protective fence 1, the snow-resistant free grid panel 3, and the support connection structure of the snow-resistant free grid panel according to the embodiment described above, the upper frame member 4 and the lower frame member 5 have a pair of middle members 9, 9. Since the 'is inserted, the bending strength is improved by the middle members 9 and 9', and the strength does not become insufficient against a snow load. Further, as described above, it is possible to temporarily place the snow-resistant free grid panel 3 on the protruding metal fittings 22 of the column 2 and to perform the panel installation work alone by one worker. For this reason, labor costs for 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。   Further, since the support 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 grid panel 3 is installed by being inclined when it is installed on an inclined ground and when it is 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, 70d of the vertical frame members 6, 7 are long holes in the fence width direction X, it is possible to absorb expansion and contraction of the span between the columns due to construction errors. .

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, its snow-resistant free grid panel, and the support connection structure of the snow-resistant free grid panel have been described in detail. In carrying out the invention, it is merely an embodiment that has been embodied, and the technical scope of the present invention should not be interpreted 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: Protective fence 2: Prop 20: Prop main body 21: Cap 22: Protrusions 23: Panel connection long hole 3: Snow resistant free grid panel (free grid panel)
4: Upper frame material 5: Lower frame material 4a, 5a: Groove 4b, 4c, 5b, 5c: Round hole 6, 7: Vertical frame material 60, 70: Vertical frame body 60a, 70a: Upper end portion 60b, 70b: Lower end Portions 60c, 60d, 70c, 70d: Frame connection long holes 61, 71: Connection fittings 61a, 71a: Post connection long holes 8: Grid material 8a: Upper end portion 8b: Lower end portions 8c, 8d, 8e, 8f: Pin holes 9 , 9 ': Middle material 9a, 9a': Upper edge 9b, 9b ': Lower edge 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、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。
An upper and lower pair of upper and lower frame members, a pair of left and right vertical frame members whose upper and lower ends are rotatably mounted on the upper and lower frame members, the upper and lower frame members And a plurality of lattice members whose upper and lower ends are rotatably mounted on the shaft,
While the middle material is inserted in the upper frame material,
On the side surfaces of the pair of vertical frame members, a U-shaped cross-section connecting bracket that is connected to the protruding bracket protruding from the side surface of the support fence and is connected from above is attached. Flexible grid 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 middle material has a height reaching from near the upper end to near the lower end of the inner surface of the upper frame material, and its upper and lower edges are bent at an acute angle along the inner surface of the upper frame material. The flexible grid panel according to claim 1, wherein
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 fitting is provided with a strut connection long hole through which a connecting member such as a bolt or a rivet for connecting to the protruding fitting is inserted. The flexible lattice panel according to claim 1, wherein the width is longer in a fence width direction orthogonal to an axis of the frame material.
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 upper frame material, the lower frame material, and the vertical frame material are connected to each other via a frame connection elongated hole formed near an upper end and a lower end of the vertical frame material. , While being elongated in the fence width direction orthogonal to the axis of the vertical frame material,
At both ends of the middle material, round holes are drilled,
The flexible grid panel according to any one of claims 1 to 3, wherein a connection 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 said connection metal fittings are welded to the said vertical frame material, and the linear part along the axial direction of the said vertical frame material is longer than the other parts of the welding line. 5. The flexible lattice panel according to any one of items 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 plurality of struts and a strut connection structure with a flexible lattice panel stretched between the struts and connected so that the relative angle between the members can be changed,
The free grid panel includes a pair of upper and lower upper and lower frame members, a pair of left and right vertical frame members whose upper and lower ends are rotatably mounted on the upper and lower frame members, and the upper frame member. Material and a plurality of lattice members whose upper and lower ends are rotatably mounted on the lower frame material,
On the side surface of the support pillar, a protruding metal fitting connected to the free grid panel is protruded,
While the middle material is inserted in the upper frame material,
A connection bracket having a U-shaped cross section for covering and connecting to the projection bracket from above is provided on a side surface of the pair of vertical frame members. 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 strut connection long hole through which a connection member such as a bolt or a rivet for connecting to the protruding fitting is inserted,
The support connection structure for a flexible lattice panel according to claim 6, wherein the support connection long hole is opened in a vertical direction and is elongated in a fence width direction orthogonal to an 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 protruding fitting is provided with a panel connection long hole through which a connecting member such as a bolt or a rivet for connecting to the connection fitting is inserted,
The support connection structure for a flexible grid panel according to claim 6 or 7, wherein the panel connection long hole is opened in the up-down direction and is elongated in a fence width direction orthogonal to the axis of the support.
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 upper frame material, the lower frame material, and the vertical frame material are connected to each other via a frame connection elongated hole formed near an upper end and a lower end of the vertical frame material. The support column connecting structure for a free grid panel according to any one of claims 6 to 8, wherein the connecting portion is extended in a fence width direction orthogonal to an 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。
At both ends of the middle material, round holes are drilled,
The connecting structure according to claim 9, wherein a connection 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 material, the protruding fitting is welded to the support, and any welding line is a linear portion along the axial direction of the vertical frame material or the support, The support lattice connection structure for a flexible grid panel according to any one of claims 6 to 10, wherein the 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 protective fence, wherein the snow-resistant flexible grid panel according to any one of claims 1 to 5 is connected to a support by the support connection structure of the flexible 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)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2016001063A JP6663720B2 (en) 2016-01-06 2016-01-06 Flexible grid panel, its support connection structure, and protective fence

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2016001063A JP6663720B2 (en) 2016-01-06 2016-01-06 Flexible grid panel, its support connection structure, and protective fence

Publications (2)

Publication Number Publication Date
JP2017122329A JP2017122329A (en) 2017-07-13
JP6663720B2 true JP6663720B2 (en) 2020-03-13

Family

ID=59305436

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2016001063A Active JP6663720B2 (en) 2016-01-06 2016-01-06 Flexible grid panel, its support connection structure, and protective fence

Country Status (1)

Country Link
JP (1) JP6663720B2 (en)

Families Citing this family (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

Also Published As

Publication number Publication date
JP2017122329A (en) 2017-07-13

Similar Documents

Publication Publication Date Title
US20080196356A1 (en) I-beam with curved flanges
JP6188064B2 (en) Simple roof structure
JP5503032B2 (en) Temporary structure erection member
KR100993096B1 (en) A lattice girder for tunnel construction
JP6663720B2 (en) Flexible grid panel, its support connection structure, and protective fence
JP2007300826A (en) Method for reinforcing pipe house
KR101750792B1 (en) Band steel locking device
JP2011214313A (en) Vertical lattice panel for fence
JP6231853B2 (en) Guard fence and its assembly method
JP5502561B2 (en) Vertical lattice panel for fence and fence using the same
JP5680321B2 (en) Guard fence and repair method of guard fence
JP2005201008A (en) Guard fence capable of being installed on slope
KR102236827B1 (en) Prefabricated steel assembly for steel composite concrete column with permanent concrete form
JP7164394B2 (en) Roof structure with eaves gutter
JP6652462B2 (en) Bridge fence
JP2018127836A (en) Panel and guard fence
KR20050039798A (en) Structure for constructing a wall for retaining of earth
JP6718319B2 (en) Tripod-shaped support structure
JP4767876B2 (en) Fence beam mounting structure
JP2009228298A (en) Joint structure between post and horizontal bar
KR200372703Y1 (en) Improved frame structure for vinyl house
KR102610055B1 (en) Handrail Structure
JP7138759B2 (en) Simple structure
JP6224397B2 (en) fence
JP6749987B2 (en) Bracket for protective fence and protective fence

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20181206

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20190912

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20191008

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20191118

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20200121

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20200217

R150 Certificate of patent or registration of utility model

Ref document number: 6663720

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313111

R360 Written notification for declining of transfer of rights

Free format text: JAPANESE INTERMEDIATE CODE: R360

R360 Written notification for declining of transfer of rights

Free format text: JAPANESE INTERMEDIATE CODE: R360

R371 Transfer withdrawn

Free format text: JAPANESE INTERMEDIATE CODE: R371

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313111

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350