JP2007113266A - Base fitting of support column for protective fence - Google Patents

Base fitting of support column for protective fence Download PDF

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Publication number
JP2007113266A
JP2007113266A JP2005305463A JP2005305463A JP2007113266A JP 2007113266 A JP2007113266 A JP 2007113266A JP 2005305463 A JP2005305463 A JP 2005305463A JP 2005305463 A JP2005305463 A JP 2005305463A JP 2007113266 A JP2007113266 A JP 2007113266A
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roadway
ground cover
vehicle
height
support column
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JP4377868B2 (en
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Satoshi Mikami
聰 三上
Michihiko Hagiwara
通彦 萩原
Osamu Takado
治 高堂
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Nippon Engineering Co Ltd
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Sumikei Nikkei Engineering Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To reduce amount of a material while maintaining load resistant strength against rupture and collapse at collision time required for a support column in an erection structure of the support column of base fixing system and erect the support column to prevent direct collision against a base plate and a bolt and a nut even in a vehicle having small vehicle height. <P>SOLUTION: This base fitting 1 for erecting and holding the support column 2 of a protective fence 3 installed on a road R side on an upper face of a wheel guard T is formed by a support column erection hole 1a in which a lower end side of the support column 2 is internally fitted and a base part 1b fixed on the wheel guard T. Height L1 from the wheel guard T of a road side wall part 7a in a hole wall part 7 of the support column erection hole 1a is set to be small, and height L2 from the wheel guard T of an opposite side wall part 7b is set to be large while fixed on the wheel guard T to prevent direct collision against the base fitting 1 of the vehicle S. A tightening wall part 8 for maintaining load resistant strength against rupture and collapse required for the support column 2 when the vehicle S collides against the protective fence 3 is provided. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、防護柵用支柱のベース金具に係り、詳しくは車道脇の路肩における地覆や、中央分離帯などに沿って設置される防護柵の支柱を、例えば地覆の上面にベース固定方式によって立設させるために用いられるベース金具に関する。   The present invention relates to a base metal fitting for a protective fence post, and more particularly, a ground fixing on a shoulder on the side of a roadway, a protective fence post installed along a median strip, etc. It is related with the base metal fitting used in order to make it stand by.

防護柵は、車両が走行車線(車道)から万が一逸脱したときに、車道の外に飛び出したり、転落するのを防ぐとともに、運転者などの被害および車両の破損を最小限に止めることなどを目的として、車道脇の路肩における地覆などに沿って延々と設置されているものであり、地覆などに沿って一定の間隔で立設される複数の支柱と、この支柱に固定される横梁とにより構成されて設置される。
車両が車道(走行車線)から逸脱した場合、車両は、横梁に接触し、横梁に接触した際の衝突エネルギーは複数の支柱に伝達され、支柱と横梁の変形によりエネルギーが吸収されることにより、被害を最小限にとどめるものである。
The purpose of the protective fence is to prevent the vehicle from jumping out of the roadway or falling down if it deviates from the driving lane (roadway), and to minimize damage to the driver and damage to the vehicle. Are installed along the ground cover on the shoulder of the roadway, and a plurality of columns that are erected at regular intervals along the ground layer, etc., and a horizontal beam fixed to the column. It is configured and installed.
When the vehicle deviates from the roadway (running lane), the vehicle contacts the cross beam, and the collision energy when contacting the cross beam is transmitted to the plurality of columns, and the energy is absorbed by the deformation of the columns and the beam. The damage is minimized.

このように、車道からの車両の飛び出しや転落を防ぐという観点から見ると、防護柵の剛性と強度が大きい方がよいものではあるが、必要以上に大きくすると、衝突時の衝撃により運転者や搭乗者などに大きなダメージを与える恐れがある。また、防護柵に接触または衝突した車両が、防護柵で車道に跳ね返されてスピンしたり、対向車線側に飛び出して他の車両と衝突するなどの二次災害を引き起こす恐れもある。   In this way, from the viewpoint of preventing the vehicle from jumping out or falling from the roadway, it is better that the protection fence has a higher rigidity and strength, but if it is made larger than necessary, the driver or There is a risk of serious damage to passengers. In addition, there is a possibility that a vehicle that contacts or collides with the protective fence may cause a secondary disaster such as being spun off the road by the protective fence and spinning, or jumping out to the opposite lane and colliding with another vehicle.

このようなことから、防護柵には、車両が衝突したときに、横梁を含めた支柱との組み合わせからなる防護柵全体が塑性変形して衝撃エネルギーをできる限り吸収緩和するように構成することが求められる。また、その一方では、支柱には車両の衝突力によって破断したり、路肩における地覆に対する立設根元などから倒壊せずに、一定の衝撃荷重を支えることができる耐荷重強度が求められるものである。   For this reason, the protective fence can be configured so that when the vehicle collides, the entire protective fence, which is composed of a combination with the support including the horizontal beam, is plastically deformed to absorb and reduce the impact energy as much as possible. Desired. On the other hand, the struts are required to have a load-bearing strength that can support a constant impact load without breaking due to the collision force of the vehicle or collapsing from the standing base of the road shoulder against the ground cover. is there.

ちなみに、支柱を車道脇の地覆などに立設させる場合、地覆に直接設けられる立設穴に支柱の下端側を内在させ、モルタルなどを流し込むことにより地覆に支柱を直接取り付ける埋め込み方式と、地覆の上面にアンカーボルトによって支柱の下端側を取り付けるベース固定方式などが一般的である。
近年では、施工性や支柱の耐久性(耐蝕性)、そして車両衝突後における修復性や、橋梁への設置を可能とするなどからベース固定方式を用いた支柱の立設が主流になってきている。
By the way, when the column is erected on the ground cover beside the roadway, etc., the embedding method is to attach the column directly to the ground cover by pouring the lower end side of the column into the standing hole provided directly in the ground cover and pouring mortar etc. In general, a base fixing method in which the lower end side of the support column is attached to the upper surface of the ground cover by an anchor bolt.
In recent years, it has become the mainstream to install a column using a base fixing method because it is easy to install, durability of the column (corrosion resistance), repairability after a vehicle collision, and installation on a bridge. Yes.

なお、車道脇の地覆などにベース固定方式で支柱を立設させて防護柵を設置することは知られている(例えば特許文献1および特許文献2参照)。
実開昭62−105274号公報(明細書第6頁の[実施例]、第13頁の[考案の効果]、および第1図〜第4図参照) 特開2001−193029号公報(明細書段落番号0008、0010、および図3〜図7参照)
In addition, it is known to install a protective fence by erecting a support on a ground cover beside a roadway by a base fixing method (see, for example, Patent Document 1 and Patent Document 2).
Japanese Utility Model Publication No. 62-105274 (see [Example] on page 6 of specification, [Effects of device] on page 13 and FIGS. 1 to 4) Japanese Unexamined Patent Publication No. 2001-193029 (see paragraph numbers 0008 and 0010 of the specification and FIGS. 3 to 7)

ところで、前記した特許文献1および特許文献2などにおいて知られているベース固定方式により支柱を地覆などに立設させるために用いられるベース金具20は、図5に示すように、地覆Tなどの上面にアンカーボルト23によって固定されるベースプレート21に、適宜の高さにてほぼ筒状に立ち上げた支持部材22を取り付けることにより構成されているのが一般的である。
つまり、ベース金具20は、地覆Tの上面に固定(設置)された状態において、車道R側に位置する支持部材22の支持壁22aの地覆上面から高さL3と、その反対側(例えば歩道や法面側など)に位置する支持壁22bとの高さL4とを同じ高さとするほぼ筒状の支持部材22をベースプレート21に取り付けている構造となし、これによって、支柱24の下端側を外嵌めまたは内嵌めによって嵌合し、その後に、溶接やボルト止めにより支柱24と支持部材22とを結合することによって、車両が激突した際の衝撃力により支柱24がベース金具20から抜け外れたり、倒壊しないように支柱24の下端側を剛の状態で強固に結合保持し得るように構成されている。また、強度補強のために支持部材22の周り補強リブ29が設けられている。
By the way, as shown in FIG. 5, the base metal fitting 20 used for erecting the support column on the ground cover by the base fixing method known in Patent Document 1 and Patent Document 2 described above is a ground cover T or the like. In general, a base plate 21 fixed to the upper surface of the base plate 21 by an anchor bolt 23 is attached to a support member 22 raised in a substantially cylindrical shape at an appropriate height.
That is, when the base metal fitting 20 is fixed (installed) on the upper surface of the ground cover T, the height L3 from the ground cover upper surface of the support wall 22a of the support member 22 located on the roadway R side and the opposite side (for example, The structure is such that a substantially cylindrical support member 22 having the same height L4 as the support wall 22b located on the sidewalk or slope side) is attached to the base plate 21, whereby the lower end side of the column 24 Are attached by external fitting or internal fitting, and then the support 24 and the support member 22 are joined by welding or bolting, so that the support 24 is detached from the base metal fitting 20 due to the impact force when the vehicle collides. Or the lower end side of the support column 24 can be firmly coupled and held in a rigid state so as not to collapse. Further, reinforcing ribs 29 are provided around the support member 22 for strength reinforcement.

しかしながら、筒状の支持部材22の場合、車両の衝突時に実質的に有効に作用する部分は支持部材22の車道と反対側の部分と、車道R側に位置する下端部側であり、車道R側に位置する支持部材22の筒部は大部分が有効に作用しない部分であった。
また、ベースプレート21は支持部材22の外周を囲む位置にあり、これを地覆Tに固定するアンカーボルト23も支持部材22の車道R側にも配置されていた。また、強度補強のために設けられる補強リブ29は支柱24の車道R側にも設けられている。このために、車両が支柱24や横梁に衝突する前に、支柱24の下端側を剛の状態で結合保持するベース金具20の支持部材22や補強リブ29に衝突することとなり、車体に与えるダメージは大きいものとなる。しかも、支柱24の立設根元部分の景観も悪くなる。
以上のように、従来では衝突時に車両が横梁に沿って誘導されて衝突エネルギーが吸収される前に車道R側のアンカーボルト23や補強リブ29に衝突する問題点があった。
また、このような問題は、特に車高が低い車両において起こし易くなり、結果として、車体に与えるダメージが大きいばかりか、運転者や搭乗者などに対しても大きなダメージを与える恐れがあった。
However, in the case of the cylindrical support member 22, the portions that act substantially effectively at the time of a vehicle collision are the portion of the support member 22 on the side opposite to the roadway and the lower end side located on the roadway R side. Most of the cylindrical portion of the support member 22 located on the side is a portion that does not work effectively.
Further, the base plate 21 is located at a position surrounding the outer periphery of the support member 22, and the anchor bolt 23 for fixing the base plate 21 to the ground cover T is also arranged on the roadway R side of the support member 22. The reinforcing rib 29 provided for strength reinforcement is also provided on the roadway R side of the column 24. For this reason, before the vehicle collides with the support column 24 or the cross beam, the lower end side of the support column 24 collides with the support member 22 or the reinforcing rib 29 of the base metal fitting 20 which is rigidly connected and held, and damage to the vehicle body is caused. Will be big. In addition, the landscape of the base portion of the column 24 is also deteriorated.
As described above, conventionally, there has been a problem that the vehicle collides with the anchor bolt 23 and the reinforcing rib 29 on the roadway R side before the vehicle is guided along the cross beam at the time of collision and the collision energy is absorbed.
In addition, such a problem is likely to occur particularly in a vehicle having a low vehicle height, and as a result, the vehicle body is not only greatly damaged, but also may cause a driver or a passenger to be damaged greatly.

また、従来のベース金具20のアンカーボルト23による地覆Tへの固定は、上記のように、ベースプレート21が支持部材22の車道側部分にもあり、ボルト挿通孔(図示省略)から突出させたアンカーボルト23にナット25を取り付けることによる締結構造であり、しかも、アンカーボルト23の突端部およびナット25は突起物となって地覆Tの上面における車道R側に存在していることから、上記したように、車両が衝突しないまでも、タイヤが地覆Tに乗り上げた場合に、タイヤが損傷するなどの恐れもあった。   In addition, the fixing of the conventional base metal fitting 20 to the ground cover T with the anchor bolt 23 is as described above, and the base plate 21 is also located on the roadway side portion of the support member 22 and protrudes from the bolt insertion hole (not shown). The fastening structure is such that the nut 25 is attached to the anchor bolt 23, and the protruding end portion of the anchor bolt 23 and the nut 25 are formed as protrusions on the roadway R side on the upper surface of the ground cover T. As described above, even when the vehicle does not collide, there is a possibility that the tire may be damaged when the tire runs on the ground cover T.

そこで、本発明は、このような従来の問題を解消すべく創案されたものであり、ベース固定方式による支柱の立設構造において、支柱に求められる衝突時における破断・倒壊などに対する耐荷重強度を維持した状態で、ベースプレートを構成する材料を少なくするとともに、車高が低い車両においてもベースプレートおよびベースプレートを固定するボルトやナットに直接衝突するなどがないように支柱を立設することができるように新たに開発された防護柵用支柱のベース金具を提供することを課題とし、さらに、景観(外観)がよく、運転者の視界などを良好にすることができる防護柵用支柱のベース金具を提供することを課題とする。   Therefore, the present invention was devised to solve such a conventional problem, and in the standing structure of the support by the base fixing method, the load resistance strength against breakage / collapse at the time of a collision required for the support is provided. In this state, the material that makes up the base plate is reduced, and even when the vehicle height is low, the column can be erected so that it does not directly collide with the bolts and nuts that secure the base plate and the base plate. The challenge is to provide a newly developed base bracket for the guard fence, and it also provides a guard bracket pillar bracket that has a good landscape (appearance) and good driver visibility. The task is to do.

前記課題を解決するために、請求項1では、車道に沿った地覆などに設置される防護柵の支柱を、前記地覆上に立設させるために用いられるベース金具であって、前記支柱の下端側が内嵌めにより嵌合される支柱立設穴と、前記地覆の上面に固定されるベース部と、を備え、前記地覆の上面に固定された状態において、前記支柱立設穴の穴壁部の車道側に位置する車道側壁部の前記地覆からの高さよりも、前記車道側とは反対側に位置する反対側壁部の前記地覆からの高さを高く形成し、かつ、前記反対側壁部を支柱との締結壁部としてなることを特徴とする。   In order to solve the above-mentioned problem, in claim 1, a base metal fitting used for standing a guard fence post installed on a ground cover along a roadway on the ground cover, And a base portion fixed to the upper surface of the ground cover, and in a state of being fixed to the upper surface of the ground cover, Forming a height from the ground cover of the opposite side wall portion located on the opposite side of the roadway side to a height from the ground cover of the roadway side wall portion located on the roadway side of the hole wall; and The opposite side wall portion is a fastening wall portion with a support column.

請求項1に記載の構成によれば、車道側壁部の地覆からの高さを低くすることで、車両が支柱立設穴の穴壁部に直接衝突することを防ぐことができる。そして、車道側壁部を低くした分、反対側壁部の地覆からの高さを高くすることで、少ない材料にてベース金具を形成しても車両が衝突したときに支柱に求められる破断・倒壊などに対する耐荷重強度を維持する支柱との締結壁部を前記反対側壁部に形成することができる。   According to the structure of Claim 1, it can prevent that a vehicle collides directly with the hole wall part of a support | pillar standing hole by making the height from the ground cover of a roadway side wall part low. And by lowering the roadway side wall, the height of the opposite side wall from the ground cover is increased, so that even if the base metal fitting is formed with a small amount of material, it is required to break or collapse when the vehicle collides. A fastening wall portion with a support column that maintains the load bearing strength against the above can be formed on the opposite side wall portion.

また、請求項2では、前記地覆の上面に固定された状態において、前記車道側壁部の地覆からの高さは、車道からの前記地覆の高さとの合計高さが、車道を走行する車両の車高よりも低くなるように設計されていることを特徴とする。   Moreover, in the state fixed to the upper surface of the said ground cover, the height from the ground cover of the said roadway side wall part is the total height with the height of the said ground cover from a roadway in the state fixed to the upper surface of the said ground cover. It is designed to be lower than the vehicle height of the vehicle.

請求項2に記載の構成によれば、請求項1に記載の車両が支柱立設穴の穴壁部に衝突するのを防ぐ車両衝突防止をより一層効果的に実現することが可能になる。   According to the structure of Claim 2, it becomes possible to implement | achieve the vehicle collision prevention which prevents that the vehicle of Claim 1 collides with the hole wall part of a support | pillar standing hole more effectively.

また、請求項3では、前記ベース部を、前記支柱立設穴の穴壁部の側方に一体に形成するとともに、前記地覆との締結用のボルト挿通孔が開口されていることを特徴とする。
ここで、前記穴壁部の側方とは、前記防護柵を構成する横梁と平行な方向(支柱間への横梁の横架方向)である。
According to a third aspect of the present invention, the base portion is integrally formed on the side of the hole wall portion of the column erecting hole, and a bolt insertion hole for fastening with the ground cover is opened. And
Here, the side of the hole wall is a direction parallel to the horizontal beam constituting the protective fence (the horizontal direction of the horizontal beam between the columns).

請求項3に記載の構成によれば、地覆の上面に固定(設置)された状態において、例えば、地覆などにアンカーボルトにより固定されるベース部を支柱立設用穴壁部の車道側に存在させないようにすることで、仮にタイヤが地覆などに乗り上げた場合に車体が横梁に衝突する前にベース部やボルトに衝突することがなく、また、タイヤが損傷するなどを防ぐことができる。つまり、車道側にはタイヤが乗り上げた場合にタイヤを傷つける恐れがあるナットやボルトなど突起物が存在しない。   According to the configuration of the third aspect, in the state of being fixed (installed) on the upper surface of the ground cover, for example, the base portion fixed to the ground cover or the like by the anchor bolt is used on the roadway side of the column wall for the pillar standing This prevents the vehicle body from colliding with the base and bolts before the vehicle collides with the cross beam and prevents the tire from being damaged if the tire runs on the ground cover. it can. In other words, there are no protrusions such as nuts and bolts on the roadway side that may damage the tire when it gets on.

請求項4では、請求項1から請求項3のいずれか1項に記載のベース金具であって、鋳物材料によって一体に形成されていることを特徴とする。   According to a fourth aspect of the present invention, the base metal fitting according to any one of the first to third aspects of the present invention is integrally formed of a casting material.

請求項4に記載の発明によれば、ベース金具を簡単に、かつ、強靭に製作することができる。   According to invention of Claim 4, a base metal fitting can be manufactured easily and toughly.

本発明に係る防護柵用支柱のベース金具は以上のように構成されていることで、ベース固定方式による支柱の立設構造において、車両の衝突時に支柱に求められる破断・倒壊などに対する耐荷重強度を維持した状態で、ベース金具の支柱立設穴の穴壁部に、車高が低い車両においても直接衝突するなどがないように支柱を立設保持することができる。
さらに、支柱根元の外観(景観)を向上させることができるなどの効果が期待できる。また、ベース金具の材料費の節約をも期待することができる。
Since the base bracket of the support fence post according to the present invention is configured as described above, in the upright structure of the support by the base fixing system, the load bearing strength against breakage / collapse required for the support in the event of a vehicle collision In such a state, the column can be erected and held so as not to directly collide with the hole wall portion of the column erection hole of the base metal fitting even in a vehicle having a low vehicle height.
Furthermore, the effect that the external appearance (landscape) of the base of the support can be improved can be expected. In addition, the material cost of the base metal fitting can be expected to be saved.

以下、本発明に係る防護柵用支柱のベース金具の実施形態について、適宜図面を参照しながら詳細に説明する。
図1は、本発明に係る防護柵用支柱のベース金具を示す斜視図であり、図2は、ベース金具を用いて防護柵を、地覆などに設置した状態の一例を示す斜視図であり、図3は、同設置状態を拡大して示す縦断面図であり、図4は、同横断面図である。
Hereinafter, an embodiment of a base metal fitting for a protective fence post according to the present invention will be described in detail with reference to the drawings as appropriate.
FIG. 1 is a perspective view showing a base metal fitting for a protective fence post according to the present invention, and FIG. 2 is a perspective view showing an example of a state in which the protective fence is installed on the ground cover using the base metal fitting. 3 is an enlarged longitudinal sectional view showing the installation state, and FIG. 4 is a transverse sectional view of the same.

≪防護柵の説明≫
防護柵3は、図2に示すように、車道R脇の基礎コンクリートの打設によって構築される地覆Tに沿って一定の間隔をおいて立設される複数の支柱2間にわたり上下の横梁を横架するなどによって構成されるようになっている。そして、支柱2の地覆T上への立設は、地覆Tの上面にアンカーボルト6によって固定されるベース金具1により行われる。
なお、以下において前記上下の横梁のうち、上側を上段横梁4と称し、その下側を下段横梁5と称する。
≪Explanation of protective fence≫
As shown in FIG. 2, the protective fence 3 includes upper and lower horizontal beams extending between a plurality of support columns 2 standing at regular intervals along a ground cover T constructed by placing foundation concrete beside the roadway R. It is configured by laying horizontally. And the standing of the support | pillar 2 on the ground cover T is performed by the base metal fitting 1 fixed to the upper surface of the ground cover T with the anchor bolt 6. FIG.
In the following, among the upper and lower horizontal beams, the upper side is referred to as the upper horizontal beam 4 and the lower side is referred to as the lower horizontal beam 5.

支柱2は、図4に示すように、外形(水平断面形状)が全体としてほぼ楕円形を呈し、車両Sが衝突したときに塑性変形して衝撃エネルギーを吸収緩和するアルミニウム合金(例えば、JISで規格された合金番号A6061−T6)などの材料によって中空状に押出し成形されている。より詳細に説明すると、支柱2は、円弧と楕円の弧との組み合わせたような外形を呈している。そして、図4に示すように、支柱の車道側部分2aが肉厚の円弧になっており、反対側部分2bが車道側部分2aよりも肉薄の楕円の弧になっている。   As shown in FIG. 4, the column 2 has an outer shape (horizontal cross-sectional shape) that is substantially oval as a whole, and is plastically deformed when the vehicle S collides to absorb and relax the impact energy (for example, in JIS). It is extruded in a hollow shape by a material such as a standard alloy number A6061-T6). If it demonstrates in detail, the support | pillar 2 will exhibit the external shape which combined the circular arc and the ellipse arc. And as shown in FIG. 4, the roadway side part 2a of the support | pillar is a thick circular arc, and the opposite side part 2b is an elliptical arc thinner than the roadway side part 2a.

上段横梁4および下段横梁5は、支柱2と同じくアルミニウム合金などの材料によって押出成形されるものであり、図2に示すように、支柱2の上端部位とその高さ方向の途中部位において図示省略のブラケットなどの取付金具やボルトによって取り付けられるように押出し成形されている。   The upper horizontal beam 4 and the lower horizontal beam 5 are extruded by a material such as an aluminum alloy like the column 2 and are not shown in the upper end portion of the column 2 and in the middle in the height direction as shown in FIG. It is extrusion molded so that it can be attached with mounting brackets such as brackets or bolts.

≪ベース金具の説明≫
ベース金具1は、砂型鋳物材料(例えば、JIS H 5202「アルミニウム合金鋳物」に規定されたAC4CH−T6)などによって一体に成形される鋳造品であり、図1に示すように、中央部位に支柱2の下端側を内嵌めによって嵌合させる支柱立設穴1aを備えている。そして、支柱立設穴1aの穴壁部7の側方にはベース部1bが一体に備えられている。穴壁部7の側方とは、上段および下段横梁4,5と平行な方向である。
≪Description of base bracket≫
The base metal fitting 1 is a casting that is integrally formed with a sand casting material (for example, AC4CH-T6 defined in JIS H 5202 “aluminum alloy casting”). As shown in FIG. 2 is provided with a column erecting hole 1a in which the lower end side of 2 is fitted by internal fitting. And the base part 1b is integrally provided in the side of the hole wall part 7 of the support | pillar standing hole 1a. The side of the hole wall 7 is a direction parallel to the upper and lower lateral beams 4 and 5.

≪支柱立設穴の説明≫
支柱立設穴1aは、開口形状が、支柱2の外形(水平断面形状)と同形で、ほぼ同じ寸法に形成されており、図2および図3に示すように、地覆Tの上面にベース金具1が固定(設置)された状態において、穴壁部7における車道R側に位置する車道側壁部7aの地覆Tからの高さL1を低く形成している。
そして、車道側壁部7aとは反対側(例えば歩道や法面側など)に位置する反対側壁部7bの地覆Tから高さL2を車道側壁部7aの高さL1よりも高く形成することによって、この反対側壁部7bを支柱2との締結壁部8としている(図1および図3参照)。
なお、本実施形態では、反対側壁部7bの高さL2を、車道側壁部7aの高さL1の2倍以上としている。
≪Explanation of the support hole ≫
The pillar standing hole 1a has the same shape as the outer shape (horizontal cross-sectional shape) of the pillar 2 and has almost the same dimensions. As shown in FIGS. 2 and 3, the base is formed on the upper surface of the ground cover T. In the state in which the metal fitting 1 is fixed (installed), the height L1 from the ground cover T of the roadway side wall part 7a located on the roadway R side in the hole wall part 7 is formed low.
And by forming the height L2 higher than the height L1 of the roadway side wall part 7a from the ground cover T of the opposite side wall part 7b located on the side opposite to the roadway side wall part 7a (for example, sidewalk or slope side). The opposite side wall portion 7b serves as a fastening wall portion 8 with the support column 2 (see FIGS. 1 and 3).
In the present embodiment, the height L2 of the opposite side wall portion 7b is set to be twice or more the height L1 of the roadway side wall portion 7a.

≪穴壁部の説明≫
穴壁部7は、高さL1の低い車道側壁部7aと、高さL2の高い反対側壁部7bとから形成されている。
このように、穴壁部7の反対側壁部7bの高さL2を高くすることで、車両Sが防護柵3(主に横梁)に衝突した際の荷重は、複数の支柱2に伝わり、支柱に伝わった荷重は反対側壁部7bに大部分が伝達され、また、支柱2の座屈などの塑性変形によるエネルギーの吸収性能を向上させる上で有効である。
一方、車道側壁部7aは、車両Sが防護柵3に衝突した際の荷重は余り掛からない(受けない)ことから、後記するように、衝撃によって支柱2が塑性変形した場合に抜け外れない程度の高さL1まで低くすることができる。
≪Description of hole wall≫
The hole wall portion 7 is formed of a roadway side wall portion 7a having a low height L1 and an opposite side wall portion 7b having a high height L2.
In this way, by increasing the height L2 of the opposite side wall 7b of the hole wall 7, the load when the vehicle S collides with the protective fence 3 (mainly the horizontal beam) is transmitted to the plurality of columns 2, Most of the load transmitted to the opposite side wall portion 7b is transmitted to the opposite side wall portion 7b, and is effective in improving the energy absorption performance due to plastic deformation such as buckling of the column 2.
On the other hand, the roadway side wall portion 7a is not subjected to much load when the vehicle S collides with the protective fence 3, so that it will not come off when the column 2 is plastically deformed by impact as will be described later. The height can be lowered to L1.

≪車道側壁部の説明≫
車道側壁部7aは、支柱2の下端側が内嵌めによる嵌合のみによって支柱2を保持するように形成されており、車両Sの衝突により支柱2が塑性変形した場合においても支柱2が抜け外れない程度の高さL1を有する。つまり、車道側壁部7aは、車両Sが防護柵3に衝突した際の荷重は余り掛からない(受けない)ことから、衝撃によって支柱2が塑性変形した場合に抜け外れない程度の高さL1まで低くすることができる。これにより、ベース金具1の材料費を減少させることができる。
そして、この車道側壁部7aは、図3に示すように、車道R(路面)から地覆Tの上面までの高さL5との合計高さ(L5+L1)が、車道Rを走行する車両Sの車高L(路面に接地するタイヤの接地部から車体の下面(裏面)までの高さ)よりも低くなるように、地覆Tの上面からの高さL1が設計されている。つまり、車道Rからの地覆Tの高さL5に応じて、地覆Tからの車道側壁部7aの高さL1は、車高Lよりも低くなるように適宜設計されるようになっている。
これにより、車両Sのバンパーなどの車体部分が防護柵3に衝突した際、ベース金具1に直接衝突しない。つまり、衝突エネルギーを吸収しないベース金具1に直接衝突することなく、防護柵3の上段および下段横梁4,5に車両Sが衝突することによって、車両Sへの衝突ダメージを低減させるようにしている。
また、車道側壁部7aは、図1に示すように、その壁厚が後記する側壁部の壁厚より厚く、しかも、下方に向けて漸次肉厚状(幅広状)に形成されている。
≪Explanation of roadway side wall≫
The roadway side wall portion 7a is formed so that the lower end side of the support column 2 holds the support column 2 only by fitting with the inner fitting, and even when the support column 2 is plastically deformed by the collision of the vehicle S, the support column 2 does not come off. It has a height L1. That is, the roadway side wall portion 7a does not receive a large load when the vehicle S collides with the protective fence 3 (is not received), and therefore has a height L1 that does not come off when the column 2 is plastically deformed by an impact. Can be lowered. Thereby, the material cost of the base metal fitting 1 can be reduced.
As shown in FIG. 3, the roadway side wall portion 7 a has a total height (L5 + L1) with a height L5 from the roadway R (road surface) to the upper surface of the ground cover T of the vehicle S traveling on the roadway R. The height L1 from the upper surface of the ground cover T is designed so as to be lower than the vehicle height L (the height from the ground contact portion of the tire that contacts the road surface to the lower surface (back surface) of the vehicle body). That is, according to the height L5 of the ground cover T from the roadway R, the height L1 of the roadway side wall portion 7a from the ground cover T is appropriately designed to be lower than the vehicle height L. .
Thereby, when a vehicle body part such as a bumper of the vehicle S collides with the protective fence 3, it does not directly collide with the base metal fitting 1. That is, collision damage to the vehicle S is reduced by the vehicle S colliding with the upper and lower horizontal beams 4 and 5 of the protective fence 3 without directly colliding with the base metal fitting 1 that does not absorb the collision energy. .
Further, as shown in FIG. 1, the roadway side wall portion 7a is thicker than the wall thickness of the side wall portion to be described later, and is gradually formed thicker (wider) downward.

≪反対側壁部の説明≫
反対側壁部7bは、車両Sが防護柵3に衝突した際に、支柱2に求められる破断・倒壊(大部分の衝突荷重)などに対する耐荷重強度を維持し得るように支柱2の下端側を、大きな面積(高さL2方向の面積)と数本のボルト9による締結力とによって強固に結合保持し得るように地覆Tからの高さL2が設計されている。
つまり、車道側壁部7aの高さL1は、車高Lの低い車両Sが衝突しないように低くしたが、反対側壁部7bは、支柱2の塑性変形によるエネルギー吸収を有効に行えるように高く形成することで、支柱2を強固に結合保持し得る高さL2を有する締結壁部8としている。
また、反対側壁部7bは、車道側壁部7aと同じく、その壁厚が後記する側壁部の壁厚より厚く、しかも、下方に向けて漸次肉厚状に形成することによって、剛性の高い壁構造の締結壁部8としている(図1参照)。
そして、締結壁部8には、図1に示すように、上下2箇所のボルト挿通孔10が開口されており、支柱2の下端側内面に当てがわれる板状のナット部材11にボルト12によってボルト止めすることによって、支柱2が締結壁部8にナット部材11とによるサンドイッチ構造(挟着構造)によって強固に、かつ、強靭に結合保持されるように形成されている(図3参照)。
なお、図示を省略しているが、ボルト12の頭部と締結壁部8との間にはワッシャ、座金などの介在部材が介装されており、ボルト12の緩み止めと締結強度を強化するようにしている。また、ナット部材11は、縦長の平板状に限らず、支柱2の内面に沿わせて平面視がほぼ円弧形状に湾曲させるなど、任意である。
≪Description of opposite side wall≫
The opposite side wall portion 7b has a lower end side of the support column 2 so that the load resistance strength against breakage / collapse (most collision load) required for the support column 2 can be maintained when the vehicle S collides with the protective fence 3. The height L2 from the ground cover T is designed so that it can be firmly coupled and held by a large area (area in the direction of the height L2) and the fastening force of several bolts 9.
In other words, the height L1 of the roadway side wall 7a is low so that the vehicle S having a low vehicle height L does not collide, but the opposite side wall 7b is formed high so that energy absorption by plastic deformation of the column 2 can be effectively performed. By doing so, the fastening wall portion 8 has a height L2 that can firmly hold the support column 2.
Further, the opposite side wall portion 7b is thicker than the side wall portion to be described later, like the roadway side wall portion 7a, and has a wall structure with high rigidity by being formed gradually thicker downward. The fastening wall portion 8 is used (see FIG. 1).
As shown in FIG. 1, two bolt insertion holes 10 are opened in the fastening wall portion 8, and a plate-like nut member 11 applied to the lower end side inner surface of the support column 2 is attached by a bolt 12. By bolting, the support column 2 is formed so as to be firmly and strongly bonded and held by a sandwich structure (clamping structure) with the nut member 11 on the fastening wall portion 8 (see FIG. 3).
In addition, although illustration is abbreviate | omitted, interposed members, such as a washer and a washer, are interposed between the head of the volt | bolt 12 and the fastening wall part 8, and strengthen the bolt 12 and the fastening strength. I am doing so. Further, the nut member 11 is not limited to a vertically long flat plate shape, but is arbitrary such that the plan view is curved in a substantially arc shape along the inner surface of the support column 2.

このように高低差を有する穴壁部7の車道側壁部7aと反対側壁部7bとの開口上端縁は、図1に示すように、側面視ほぼ逆向きへの字形状の開口上端縁を有する側壁部によって連設されている。
すなわち、車両Sが防護柵3に衝突した際に、横梁4,5を介して支柱2に加わる衝突エネルギーにより反対側壁部7bに加わる荷重に対する耐荷重強度を有効に保つことと、その荷重をベース金具1に有効に伝えられるように、車道側壁部7aと反対側壁部7bとの開口上端縁を連設させている。
また、穴壁部7の車道側壁部7aと反対側壁部7bとの開口上端縁を斜め直線状に連設させてもよいが、前記したように、側面視ほぼ逆向きへの字形状の連設させているのは、車両Sが衝突した際の荷重のベース部1bへの伝達に対して有効でない部分を除去することで、ベース金具1の材料費の節約に有効であるからである。
As shown in FIG. 1, the opening upper edge of the road wall side wall 7 a and the opposite side wall 7 b of the hole wall 7 having a height difference as described above has an opening upper edge of a substantially reverse shape in a side view. It is connected by the side wall part.
That is, when the vehicle S collides with the protective fence 3, the load resistance strength against the load applied to the opposite side wall portion 7 b by the collision energy applied to the support column 2 through the lateral beams 4 and 5 is effectively maintained, and the load is based on the load. The opening upper end edge of the roadway side wall part 7a and the opposite side wall part 7b is continuously provided so as to be effectively transmitted to the metal fitting 1.
Further, the upper edge of the opening of the hole wall portion 7 between the roadway side wall portion 7a and the opposite side wall portion 7b may be connected in a slanting straight line. The reason is that it is effective to save the material cost of the base metal fitting 1 by removing the portion that is not effective for the transmission of the load to the base portion 1b when the vehicle S collides.

≪ベース部の説明≫
ベース部1bは、支柱立設穴1aの穴壁部7における両側に一体に形成されている。すなわち、図2に矢印Zで示す車道R方向に位置する穴壁部7の両側に一体に備えられており、車道側壁部7aより車道R側には張り出していない。
また、ベース部1bには、図1に示すように、地覆Tとの締結用のボルト挿通孔13が開口されており、地覆Tに植設(埋設)されたアンカーボルト6に、長尺筒状(パイプ状)のナット部材14を介してボルト15を取り付けることで、ベース部1bを地覆Tの上面に固定し得るように形成している(図3参照)。また、このアンカーボルト6は、車道側壁部7aよりも車道Rに位置することはない。
このように、車両Sの衝突に際して、ベース金具1や、ベース金具1を固定するボルト6、ナット15に直接衝突したりすることなく、車両Sが横梁4,5に衝突し、横梁4,5に沿って誘導されて衝突エネルギーが適切に吸収されることになる。
≪Description of base part≫
The base portion 1b is integrally formed on both sides of the hole wall portion 7 of the column standing hole 1a. That is, it is integrally provided on both sides of the hole wall portion 7 located in the direction of the roadway R indicated by the arrow Z in FIG. 2, and does not protrude from the roadway side wall portion 7a to the roadway R side.
Further, as shown in FIG. 1, a bolt insertion hole 13 for fastening with the ground cover T is opened in the base portion 1 b, and the anchor bolt 6 planted (embedded) in the ground cover T is long. The base portion 1b can be fixed to the upper surface of the ground cover T by attaching a bolt 15 via a cylindrical member (pipe-like) nut member 14 (see FIG. 3). Further, the anchor bolt 6 is not positioned on the roadway R more than the roadway side wall portion 7a.
Thus, when the vehicle S collides, the vehicle S collides with the horizontal beams 4 and 5 without directly colliding with the base metal fitting 1, the bolt 6 and the nut 15 for fixing the base metal 1, and the horizontal beams 4 and 5. The collision energy is appropriately absorbed by being guided along.

以上のように構成された本実施形態に係るベース金具1によれば、地覆Tの上面に固定(設置)された状態において、車道R側に位置する支柱立設穴1aの穴壁部7の車道側壁部7aの地覆Tからの高さL1は、図3に示すように、車道Rを走行する車両Sの車高Lよりも低くなるように設定されていることで、車両Sのバンパーなどの車体部分が防護柵3に衝突した際、ベース金具1に直接衝突しない。つまり、衝突エネルギーを吸収しないベース金具1に直接衝突することなく、防護柵3の上段および下段横梁4,5に車両Sが衝突することによって、車両Sへの衝突ダメージを低減させることができる。
そして、車道側壁部7aとは反対側に位置する反対側壁部7bについては、支柱2の下端側を、大きな面積(受圧面積)と縦数本のボルト9による締結力とによって強固に結合保持させることができる高さL2と壁厚を有する締結壁部8としていることで、支柱2を剛の状態で強固に立設保持し、車両Sが衝突したときに支柱2に求められる破断・倒壊などに対する耐荷重強度を維持することができる。
According to the base metal fitting 1 according to the present embodiment configured as described above, the hole wall portion 7 of the column erecting hole 1a located on the roadway R side in a state of being fixed (installed) on the upper surface of the ground cover T. The height L1 of the roadway side wall 7a from the ground cover T is set to be lower than the vehicle height L of the vehicle S traveling on the roadway R, as shown in FIG. When a vehicle body part such as a bumper collides with the protective fence 3, it does not directly collide with the base metal fitting 1. That is, collision damage to the vehicle S can be reduced by the vehicle S colliding with the upper and lower horizontal beams 4 and 5 of the protective fence 3 without directly colliding with the base metal fitting 1 that does not absorb collision energy.
And about the opposite side wall part 7b located on the opposite side to the roadway side wall part 7a, the lower end side of the support | pillar 2 is firmly coupled and held by the large area (pressure receiving area) and the fastening force of several vertical bolts 9. By using the fastening wall portion 8 having a height L2 and a wall thickness that can be held, the support column 2 is firmly set up and held in a rigid state, and when the vehicle S collides, the support column 2 is required to be broken or collapsed. It is possible to maintain the load bearing strength against.

また、図2および図3に示すように、地覆Tの上面に固定(設置)された状態において、アンカーボルト6によって固定されるベース部1bは車道側壁7aよりも車道R側に存在していないことで、仮に車両Sのタイヤが地覆Tに乗り上げた場合としてもタイヤが損傷することはない。つまり、図4に示したように、地覆Tにタイヤが乗り上げた場合にタイヤを傷つける恐れがあるナットやボルトなど突起物が、地覆Tの上面における車道R側に存在していないことで、タイヤが損傷するなどを防ぐことができる。
さらに、支柱立設穴1aの開口上端縁形状が、車道R側から反対側に向かって側面視がほぼ逆向きへの字形状や、下向き円弧形状または上向き円弧形状に連設させた傾斜線形状または曲線形状であることで、車両Sが衝突したとき支柱2を介して穴壁部7の反対側壁部7bに加わる荷重を充分な強度で受け止めることができるとともに、ベース部1bに有効に荷重を伝えることができる。また、支柱2根元の外観(景観)を向上させるなどの効果も期待することができる。
As shown in FIGS. 2 and 3, the base portion 1b fixed by the anchor bolt 6 is present on the side of the roadway R with respect to the roadway side wall 7a when fixed (installed) on the upper surface of the ground cover T. In this case, even if the tire of the vehicle S rides on the ground cover T, the tire will not be damaged. That is, as shown in FIG. 4, there are no projections such as nuts and bolts on the roadway R side on the upper surface of the ground cover T that may damage the tire when the tire rides on the ground cover T. This can prevent the tire from being damaged.
Further, the upper end edge shape of the column erecting hole 1a has a shape in which the side view is substantially opposite from the roadway R side to the opposite side, or an inclined line shape that is continuously provided in a downward arc shape or an upward arc shape. Alternatively, the curved shape allows the load applied to the opposite side wall portion 7b of the hole wall portion 7 through the support column 2 when the vehicle S collides with sufficient strength and effectively applies the load to the base portion 1b. I can tell you. Moreover, the effect of improving the external appearance (landscape) of the support | pillar 2 base can also be expected.

なお、本発明の実施形態の具体的な構成は、前記した実施形態に限られるものではなく、請求項1〜請求項4に記載の本発明の要旨を逸脱しない範囲の設計において変更などがあっても本発明に含まれるものである。
例えば、支柱2の外形(水平断面形状)が円形や角形で、同じく円形や角形状に形成されたベース金具1の支柱立設穴1aに支柱2を内嵌めにて嵌合させるなど任意である。また、ベース部1bを、穴壁部7の両側2方向に限らず、反対側壁部7bを含めた3方向に設けるなど任意である。
The specific configuration of the embodiment of the present invention is not limited to the above-described embodiment, and there is a change in the design within the scope of the invention described in claims 1 to 4 without departing from the gist of the present invention. However, it is included in the present invention.
For example, the outer shape (horizontal cross-sectional shape) of the column 2 is circular or square, and the column 2 is arbitrarily fitted into the column standing hole 1a of the base metal fitting 1 that is also formed in a circle or square. . Further, the base portion 1b is not limited to the two directions on both sides of the hole wall portion 7, but is arbitrarily provided in three directions including the opposite side wall portion 7b.

本発明に係る防護柵用支柱のベース金具を示す斜視図である。It is a perspective view which shows the base metal fitting of the protection fence support | pillar which concerns on this invention. 同ベース金具を用いて防護柵を、車道脇の地覆などに設置した状態の一例を示す斜視図である。It is a perspective view which shows an example of the state which installed the protection fence in the ground cover etc. beside a roadway using the base metal fitting. 同設置状態を拡大して示す縦断面図である。It is a longitudinal cross-sectional view which expands and shows the installation state. 同設置状態を拡大して示す横断面図である。It is a cross-sectional view which expands and shows the installation state. 従来のベース金具による防護柵の設置状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the installation state of the protection fence by the conventional base metal fitting.

符号の説明Explanation of symbols

1 ベース金具
1a 支柱立設穴
1b ベース部
2 支柱
3 防護柵
4 上段横梁
5 下段横梁
6 アンカーボルト
7 穴壁部
7a 車道側壁部
7b 反対側壁部
8 締結壁部
13 ボルト挿通孔
T 地覆
R 車道
S 車両
DESCRIPTION OF SYMBOLS 1 Base metal fitting 1a Prop standing hole 1b Base part 2 Support | pillar 3 Guard fence 4 Upper horizontal beam 5 Lower horizontal beam 6 Anchor bolt 7 Hole wall part 7a Roadway side wall part 7b Opposite side wall part 8 Fastening wall part 13 Bolt insertion hole T Ground cover R Roadway S vehicle

Claims (4)

車道に沿った地覆などに設置される防護柵の支柱を、前記地覆上に立設させるために用いられるベース金具であって、
前記支柱の下端側が内嵌めにより嵌合される支柱立設穴と、前記地覆の上面に固定されるベース部と、を備え、
前記地覆の上面に固定された状態において、前記支柱立設穴の穴壁部の車道側に位置する車道側壁部の前記地覆からの高さよりも、前記車道側とは反対側に位置する反対側壁部の前記地覆からの高さを高く形成し、かつ、前記反対側壁部を支柱との締結壁部としてなることを特徴とする防護柵用支柱のベース金具。
A base metal fitting used to stand a support fence post installed on the ground cover along the roadway on the ground cover,
A column erect hole in which the lower end side of the column is fitted by internal fitting, and a base portion fixed to the upper surface of the ground cover,
In a state where it is fixed to the upper surface of the ground cover, it is located on the opposite side to the roadway side than the height from the ground cover of the roadway side wall part located on the roadway side of the hole wall part of the pillar standing hole. A base metal fitting for a protective fence post, wherein the height of the opposite side wall portion from the ground cover is formed high, and the opposite side wall portion is used as a fastening wall portion with the post.
前記地覆の上面に固定された状態において、前記車道側壁部の前記地覆からの高さは、車道からの前記地覆の高さとの合計高さが、車道を走行する車両の車高よりも低くなるように設計されていることを特徴とする請求項1に記載の防護柵用支柱のベース金具。   In the state of being fixed to the upper surface of the ground cover, the height of the side wall portion of the roadway from the ground cover is the sum of the height of the ground cover from the roadway and the vehicle height of the vehicle traveling on the roadway The base metal fitting for a guard fence according to claim 1, wherein the base metal fitting is designed to be low. 前記ベース部は、前記支柱立設穴の穴壁部の側方に一体に形成されるとともに、前記地覆との締結用のボルト挿通孔が開口されていることを特徴とする請求項1または請求項2に記載の防護柵用支柱のベース金具。   The base portion is integrally formed on a side of a hole wall portion of the pillar standing hole, and a bolt insertion hole for fastening with the ground cover is opened. The base metal fitting of the support fence post according to claim 2. 請求項1から請求項3のいずれか1項に記載のベース金具であって、鋳物材料によって一体に形成されていることを特徴とする防護柵用支柱のベース金具。   The base metal fitting according to any one of claims 1 to 3, wherein the base metal fitting is formed integrally with a casting material.
JP2005305463A 2005-10-20 2005-10-20 Standing structure of protective fence support Active JP4377868B2 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011026781A (en) * 2009-07-22 2011-02-10 Sumikei-Nikkei Engineering Co Ltd Post for guardrail
KR101758449B1 (en) * 2015-04-17 2017-07-17 주식회사 로드맥스 엔지니어링 Extruding safety guardrail for level adjusting
US10990012B2 (en) 2016-05-03 2021-04-27 Dow Silicones Corporation Silsesquioxane resin and oxaamine composition

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011026781A (en) * 2009-07-22 2011-02-10 Sumikei-Nikkei Engineering Co Ltd Post for guardrail
KR101758449B1 (en) * 2015-04-17 2017-07-17 주식회사 로드맥스 엔지니어링 Extruding safety guardrail for level adjusting
US10990012B2 (en) 2016-05-03 2021-04-27 Dow Silicones Corporation Silsesquioxane resin and oxaamine composition

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