JP2002227150A - Protective fence end section buffer device - Google Patents
Protective fence end section buffer deviceInfo
- Publication number
- JP2002227150A JP2002227150A JP2001025762A JP2001025762A JP2002227150A JP 2002227150 A JP2002227150 A JP 2002227150A JP 2001025762 A JP2001025762 A JP 2001025762A JP 2001025762 A JP2001025762 A JP 2001025762A JP 2002227150 A JP2002227150 A JP 2002227150A
- Authority
- JP
- Japan
- Prior art keywords
- sliding
- protective fence
- beams
- energy absorbing
- buffer device
- 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.)
- Granted
Links
Landscapes
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
- Vibration Dampers (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、高速道路等の分岐
部のガードレール端部に設置する防護柵端部緩衝装置に
関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a protective fence end shock absorber installed at an end of a guardrail at a branch portion of a highway or the like.
【0002】[0002]
【従来の技術】高速道路の分岐部や中央分離帯、安全地
帯等に設置する防護柵の先端部には、運転を誤った車両
が衝突することがあるため、緩衝装置を設置して、人お
よび車両の保護を図っている。2. Description of the Related Art At the tip of a protective fence installed at a junction of a highway, a median strip, a safety zone, or the like, a vehicle that has been erroneously driven may collide. And protection of the vehicle.
【0003】防護柵端部緩衝装置には、車両衝突時の衝
突エネルギーを吸収する機能が要求され、種々の構成の
ものが実用化されている。例えば、特公昭60−572
5号公報、特公昭60−6410号公報、特公平4−2
0041号公報、特公平7−103539号公報、およ
び特開平9−189014号公報には、部材を入れ子式
に摺動させる構造の防護柵端部緩衝装置が開示されてい
る。これらは、部材が入れ子式に摺動しながら変形する
ことにより衝突エネルギーを吸収するものであるが、車
両衝突後の部材の摺動方向を制御できなかったり、構造
が複雑であったりする問題があった。[0003] The protective fence end buffer device is required to have a function of absorbing the collision energy at the time of a vehicle collision, and various structures have been put to practical use. For example, Japanese Patent Publication No. 60-572
No. 5, JP-B-60-6410, JP-B 4-2
Japanese Patent Publication No. 0041, Japanese Patent Publication No. 7-103539 and Japanese Patent Laid-Open Publication No. Hei 9-189014 disclose a protective fence end buffer device having a structure in which members are slid in a nested manner. These absorb the collision energy by deforming the members while sliding in a nested manner. However, there is a problem that the sliding direction of the members after the vehicle collision cannot be controlled or the structure is complicated. there were.
【0004】そこで、そのような問題を解決するための
手段として、特開2000−170130号公報には、
図6に示すような、道路用防護柵31の端部に間隔を持
って2列のガイド部材32を固設し、2列の摺動ビーム
33を該2列のガイド部材32に沿って摺動可能に接続
し、該摺動ビーム33の先端に袖ビーム34を固設し、
上記2列のガイド部材32および2列の摺動ビーム33
の間に所定間隔で間隔材35、36を配置固定すると共
に、摺動ビーム33の間に設けた間隔材36に摺動支柱
38を立設し、上記摺動ビーム33と間隔材36で囲ま
れた空所に複数の筒状エネルギー吸収部材39を摺動ビ
ーム33の摺動方向に沿って直列に配置し、上記摺動ビ
ーム33の摺動方向に沿って摺動可能なガイドロッド4
0を上記複数の筒状エネルギー吸収部材39と間隔材3
6とを貫通して設けたことを特徴とする防護柵端部緩衝
装置や、さらに摺動支柱38の可動範囲の地盤にガイド
レール42を設け、該摺動支柱38の下端部を摺動可能
に保持した防護柵端部緩衝装置が開示されている。[0004] As means for solving such a problem, Japanese Patent Application Laid-Open No. 2000-170130 discloses,
As shown in FIG. 6, two rows of guide members 32 are fixedly provided at an end of the road protective fence 31 at intervals, and two rows of sliding beams 33 are slid along the two rows of guide members 32. Movably connected, a sleeve beam 34 is fixedly mounted at the tip of the sliding beam 33,
The two rows of guide members 32 and the two rows of sliding beams 33
The spacing members 35 and 36 are arranged and fixed at predetermined intervals therebetween, and a sliding support 38 is erected on the spacing member 36 provided between the sliding beams 33, and is surrounded by the sliding beam 33 and the spacing member 36. A plurality of cylindrical energy absorbing members 39 are arranged in series in the vacant space along the sliding direction of the sliding beam 33, and the guide rod 4 slidable in the sliding direction of the sliding beam 33.
0 is set to the plurality of cylindrical energy absorbing members 39 and the spacers 3
6, and a guide rail 42 is provided on the ground within the movable range of the sliding column 38, and the lower end of the sliding column 38 is slidable. A protective fence end shock absorber is disclosed.
【0005】[0005]
【発明が解決しようとする課題】特開2000−170
130号公報記載の防護柵端部緩衝装置は、端部に正面
方向から車両が衝突した場合は、筒状エネルギー吸収部
材39がガイドロッド40の摺動に伴って間隔材35、
36により一定の方向に圧壊されるので、衝突時のエネ
ルギーの受圧状態を均等化できる。しかし、その後の検
討により、車両が側面から衝突した場合には、ガイドロ
ッド40や1本のガイドレール42だけでは耐圧強度に
難点があることがわかった。Problems to be Solved by the Invention
When the vehicle collides with the end from the front direction, the cylindrical energy absorbing member 39 slides the guide rod 40 and the spacer 35,
Since it is crushed in a certain direction by 36, the pressure receiving state of energy at the time of collision can be equalized. However, subsequent studies have revealed that when the vehicle collides from the side, there is a problem in the pressure resistance with only the guide rod 40 and one guide rail 42.
【0006】そこで本発明は、車両が側面から衝突した
場合の耐圧強度を向上させた防護柵端部緩衝装置を提供
することを目的とする。SUMMARY OF THE INVENTION It is an object of the present invention to provide a protective fence end shock absorber with improved pressure resistance when a vehicle collides from the side.
【0007】[0007]
【課題を解決するための手段】本発明の防護柵端部緩衝
装置は、以下の(1)〜(4)の通りである。The protective fence end buffer device of the present invention is as described in (1) to (4) below.
【0008】(1)二つのガードレールの端部に設置す
る防護柵端部緩衝装置において、両ガードレールに摺動
自在に摺動ビームを係止配置してその摺動ビームの最先
端部に袖ビームを備え、二つのガードレールの端部間お
よび両摺動ビーム間に車両衝突時における間隔の収縮を
防止する間隔材を適宜配置し、摺動ビームと間隔材で囲
まれた空所に複数の筒状エネルギー吸収部材を摺動ビー
ムの摺動方向に沿って直列に配置し、各間隔材に摺動支
柱を2本ずつ設け、各摺動支柱の下端部を基礎部に固定
した2本のガイドレールでそれぞれ摺動ビームの摺動方
向に沿って摺動自在に保持したことを特徴とする防護柵
端部緩衝装置。(1) In a protective fence end buffer installed at the ends of two guard rails, sliding beams are slidably engaged with both guard rails, and a sleeve beam is provided at the foremost end of the sliding beams. A space member for preventing the contraction of the space at the time of a vehicle collision is appropriately disposed between the ends of the two guard rails and between the two sliding beams, and a plurality of cylinders are provided in a space surrounded by the sliding beam and the spacing material. Energy absorbing members are arranged in series along the sliding direction of the sliding beam, two sliding struts are provided on each spacing member, and two guides are fixed to the base at the lower end of each sliding strut. A protective fence end buffer device characterized by being held slidably along rails in the sliding direction of a sliding beam.
【0009】(2)前記間隔材がさらに伸長自在である
前記(1)の防護柵端部緩衝装置。(2) The protective fence end buffer according to (1), wherein the spacing member is further extendable.
【0010】(3)前記間隔材と摺動ビームとの結合部
がピン結合構造である前記(1)または(2)の防護柵
端部緩衝装置。(3) The protective fence end buffer device according to (1) or (2), wherein the connecting portion between the spacing member and the sliding beam has a pin connecting structure.
【0011】(4)前記筒状エネルギー吸収部材の配置
位置に応じて該部材の圧壊特性に差を設けた前記(1)
〜(3)のいずれかの防護柵端部緩衝装置。(4) The method according to (1), wherein the crushing characteristics of the cylindrical energy absorbing member differ depending on the position of the member.
The protective fence end buffer device according to any one of (1) to (3).
【0012】[0012]
【発明の実施の形態】以下、図示の例を参照しながら、
本発明の防護柵端部緩衝装置について詳細に説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, referring to the illustrated example,
The protection fence end buffer device of the present invention will be described in detail.
【0013】図1は本発明の防護柵端部緩衝装置の例を
示す平面図(同図(a))および側面図(同図(b))
である。FIG. 1 is a plan view (FIG. 1A) and a side view (FIG. 1B) showing an example of a protective fence end buffer device of the present invention.
It is.
【0014】本発明の防護柵端部緩衝装置は、高速道路
の道路1、2の分岐部や中央分離帯、安全地帯等のよう
に、二つのガードレールの端部が車両の進行方向に対向
している箇所に設置する。図1に示す例では、両ガード
レール3、4は端部ほど間隔が狭まっているが、両ガー
ドレール3、4が平行の場合も本発明の防護柵端部緩衝
装置を設置することができる。In the protective fence end buffer device according to the present invention, the ends of two guardrails are opposed to the traveling direction of the vehicle, such as a branch of the roads 1 and 2 on a highway, a median strip, and a safety zone. Where it is located. In the example shown in FIG. 1, the guard rails 3, 4 are closer to each other at the ends, but the guard fence end buffer device of the present invention can be installed even when the guard rails 3, 4 are parallel.
【0015】図1に示す本発明の防護柵端部緩衝装置で
は、まず、ガードレール3、4の先端部において、間隔
材13を、車両が衝突した場合も移動しないように、固
設支柱18で基礎部地盤に強固に固設する。そして、各
ガードレール3、4に沿って摺動自在に摺動ビーム5〜
8を係止配置する。図5に摺動ビーム8の側面図(同図
(a))および端面図(同図(b))の例を示す。この
例では、摺動ビーム8にはガードレール3、4と同じ二
山ビームを用い、摺動ビーム8の後方(ガードレール
側)の隣接するガードレールまたは隣接する他の摺動ビ
ームと重なる部分の上下端部に、ガイドレールまたは隣
接する摺動ビームに係止、摺動するための爪部材24を
固設してある。車両衝突時には、この爪部材24をガイ
ドにして、摺動ビーム5〜8がガードレールまたは後方
に隣接する摺動ビームに沿って後退摺動する。なお、後
退摺動のための他の摺動機構の態様としては、摺動ビー
ムおよびガードレールの同一高さ位置に横長の孔を設
け、摺動ビーム相互または摺動ビームとガードレールを
重設してボルト・ナットで結合することも可能である。
また、図1に示す例では、摺動ビームは各側2枚ずつと
なっているが、必要に応じてこの枚数は増減可能であ
る。In the protective fence end cushioning device of the present invention shown in FIG. 1, first, at the distal ends of the guard rails 3, 4, the spacers 13 are fixed by fixed supports 18 so as not to move even when a vehicle collides. Install firmly on the foundation ground. Then, the sliding beams 5 are slidably provided along the guardrails 3, 4.
8 is locked and arranged. FIG. 5 shows an example of a side view (FIG. 5A) and an end view (FIG. 5B) of the sliding beam 8. In this example, the same two-peak beams as the guardrails 3 and 4 are used for the sliding beam 8, and the upper and lower ends of a portion overlapping with the adjacent guardrail or the other adjacent sliding beam behind the guarding beam 8 (guardrail side). A claw member 24 for locking and sliding on the guide rail or the adjacent sliding beam is fixed to the portion. In the event of a vehicle collision, the sliding beams 5 to 8 slide backward along the guard rail or the sliding beam adjacent to the rear using the claw member 24 as a guide. As another mode of the sliding mechanism for the backward sliding, a horizontally long hole is provided at the same height position of the sliding beam and the guard rail, and the sliding beam and the sliding beam and the guard rail are overlapped. It is also possible to connect with bolts and nuts.
Further, in the example shown in FIG. 1, two sliding beams are provided on each side, but this number can be increased or decreased as necessary.
【0016】摺動ビームの最先端部には、袖ビーム9を
備える。そして、両摺動ビーム5〜8間に車両衝突時に
おける摺動ビーム間の間隔の収縮を防止する間隔材1
0、11を適宜配置する。間隔材10、11は、長さが
収縮しないものとすることにより、車両の衝突時の摺動
ビーム間の間隔の収縮を防止し、摺動ビームやガードレ
ールが内側に押し込まれるのを防止する。A sleeve beam 9 is provided at the leading end of the sliding beam. A spacing member 1 for preventing contraction of the gap between the sliding beams at the time of a vehicle collision between the two sliding beams 5 to 8.
0 and 11 are appropriately arranged. The spacing members 10 and 11 do not shrink in length, so that the spacing between the sliding beams at the time of collision of the vehicle is prevented from shrinking, and the sliding beams and the guard rail are prevented from being pushed inward.
【0017】両側の摺動ビームが平行に摺動する場合
は、間隔材は単に長さが収縮しないものであればよく、
鋼管や形鋼等を用いることができる。しかし、図1に示
すように、両側の摺動ビームが摺動するにつれて両摺動
ビーム間の間隔が広がっていく場合には、間隔材として
は、単に長さが収縮しないだけでなく、伸長自在である
ことが要求される。具体的構成としては、図4に示す間
隔材11のように、形鋼を入れ子式に摺動自在に組み合
わせる等種々のものが考えられるが、車両衝突時に収縮
することを防止し、摺動ビームの所定の方向への摺動を
妨げないよう伸長自在な構成のものであれば本発明に使
用することが可能である。また、摺動とそれに伴う摺動
ビーム間の間隔の拡がりにより、摺動ビームと間隔材と
が形成する角度も変化するので、図4に示すように、間
隔材11と摺動ビーム7との結合部をピン結合構造23
としておくと、この角度の変化に追従することができ、
摺動ビームのなめらかな摺動を保障することができる。In the case where the sliding beams on both sides slide in parallel, it is sufficient that the spacing member does not simply contract in length.
A steel pipe, a shaped steel, or the like can be used. However, as shown in FIG. 1, when the distance between the two sliding beams increases as the sliding beams on both sides slide, not only does the length of the spacing member not shrink, but also the elongation increases. It must be flexible. As a specific configuration, various types such as a combination of shaped steel members slidably nested like a spacing member 11 shown in FIG. 4 can be considered. Any structure that can be extended so as not to hinder sliding in a predetermined direction can be used in the present invention. In addition, the angle formed by the sliding beam and the spacing member changes due to the sliding and the resulting increase in the spacing between the sliding beams. Therefore, as shown in FIG. The connection part is a pin connection structure 23
If you do, you can follow this change in angle,
Smooth sliding of the sliding beam can be guaranteed.
【0018】摺動ビーム5〜8と間隔材10、11、1
3で囲まれた空所には、複数の筒状エネルギー吸収部材
14を摺動ビーム5〜8の摺動方向に沿って直列に配置
する。筒状エネルギー吸収部材14相互はボルト・ナッ
トで連結しておき、間隔材10、11、13と隣接する
筒状エネルギー吸収部材14は当該間隔材との間もボル
ト・ナットで連結しておく。この筒状エネルギー吸収部
材14は、車両の衝突時に摺動ビーム5〜8が摺動する
際、間隔材や隣接する他の筒状エネルギー吸収部材によ
り圧壊され、変形することにより衝突エネルギーを吸収
するものである。The sliding beams 5 to 8 and the spacers 10, 11, 1
A plurality of cylindrical energy absorbing members 14 are arranged in series in the space surrounded by 3 along the sliding direction of the sliding beams 5 to 8. The cylindrical energy absorbing members 14 are connected to each other with bolts and nuts, and the adjacent cylindrical energy absorbing members 14 with the spacers 10, 11, and 13 are also connected to the spacers with bolts and nuts. When the sliding beams 5 to 8 slide during a vehicle collision, the cylindrical energy absorbing member 14 is crushed and deformed by the spacers and other adjacent cylindrical energy absorbing members, and absorbs collision energy by being deformed. Things.
【0019】図示の例では、筒状エネルギー吸収部材1
4は端部に近い側で3列、端部から遠い側で4列並列で
配置しているが、これは、市街地道路、高速道路等の道
路の種類によって車両の走行速度が異なり、当然、衝突
エネルギーが異なるので、防護柵端部緩衝装置の設置場
所に応じて配列の数を適宜選択して設置すればよい。In the illustrated example, the cylindrical energy absorbing member 1
4 is arranged in three rows near the end and in four rows parallel to the side far from the end. This means that the traveling speed of the vehicle differs depending on the type of road such as an urban road or an expressway. Since the collision energy is different, the number of arrays may be appropriately selected and installed according to the installation location of the protective fence end buffer device.
【0020】図2に、図1(a)のA−A断面を示すよ
うに、各間隔材10、11には摺動支柱15、16を2
本ずつ設け、各摺動支柱15、16の下端部を基礎部に
固定した2本のガイドレール19でそれぞれ摺動ビーム
5〜8の摺動方向に沿って摺動自在に保持する。この摺
動支柱15、16は、摺動ビーム5〜8や袖ビーム9、
そして複数の筒状エネルギー吸収部材14自体の重みや
積雪荷重などにより防護柵端部緩衝装置が落下するのを
防止するとともに、車両衝突時に摺動ビーム5〜8の後
退摺動方向を制御し、摺動ビーム5〜8の後退摺動に伴
って筒状エネルギー吸収部材14も変形しながら後退す
ることを可能にする。なお、図1に示す例では、間隔材
11と間隔材13との間隔が広いので、間隔材11と間
隔材13との間の筒状エネルギー吸収部材14の重みを
支え、また、摺動方向を制御するため、摺動ビーム7、
8と連結していない間隔材12を配置し、これにも摺動
支柱17を2本設けてある。FIG. 2 shows a cross section taken along the line A--A in FIG. 1 (a). As shown in FIG.
The sliding beams 15 and 16 are slidably held along the sliding direction of the sliding beams 5 to 8 by two guide rails 19 having the lower ends fixed to the base. The sliding struts 15, 16 are provided with sliding beams 5-8, sleeve beams 9,
In addition to preventing the protective fence end buffer device from dropping due to the weight of the plurality of cylindrical energy absorbing members 14 or the snow load, the backward sliding direction of the sliding beams 5 to 8 is controlled during a vehicle collision, As the sliding beams 5 to 8 retreat, the tubular energy absorbing member 14 can also be retracted while deforming. In the example shown in FIG. 1, since the distance between the spacers 11 and 13 is large, the weight of the cylindrical energy absorbing member 14 between the spacers 11 and 13 is supported, and the sliding direction To control the sliding beam 7,
The spacing member 12 that is not connected to 8 is arranged, and two sliding columns 17 are also provided on this.
【0021】摺動ビーム5〜8が道路側へはみ出すよう
な方向へ摺動すると危険であるというだけでなく、摺動
ビーム5〜8の摺動に伴って筒状エネルギー吸収部材1
4が一定の方向に圧壊され、確実に変形することが、衝
突エネルギーの確実な吸収のために必要であるという意
味でも、摺動方向の制御は重要である。ところが、車両
の衝突の方向は必ずしも一定の方向とは限らないため、
ガイドレール19により摺動の方向を制御する必要があ
る。本発明では、図3に示すように、ガイドレール19
は摺動ビームの摺動方向に沿って2本設けることによ
り、車両が側面から衝突した場合の耐圧強度を高めてい
る。車両が衝突した場合にガイドレール19自体が移動
するのを防止するため、図1(b)に示すように、ガイ
ドレール19はガイドレール支持支柱20で基礎部地盤
に強固に固設しておく。It is not only dangerous to slide the sliding beams 5 to 8 in such a way as to protrude to the road side, but the sliding of the sliding beams 5 to 8 is also dangerous.
The control of the sliding direction is also important in the sense that it is necessary that the 4 be crushed in a certain direction and surely deformed in order to reliably absorb the collision energy. However, the direction of the vehicle collision is not always the same direction,
It is necessary to control the sliding direction by the guide rail 19. In the present invention, as shown in FIG.
Are provided along the sliding direction of the sliding beam to increase the pressure resistance when the vehicle collides from the side. In order to prevent the guide rail 19 itself from moving when a vehicle collides, as shown in FIG. 1B, the guide rail 19 is firmly fixed to the foundation ground by a guide rail support column 20. .
【0022】摺動支柱15、16の下端部をガイドレー
ル19で摺動自在に保持するため、この例では、図3
(c)に示すように、ガイドレール19の両側板22の
上端部を溝内側に突出させ、図2に示すように、摺動支
柱15、16の下端部に設けたフランジ21と係止させ
ることにした。これで、水平面内で摺動支柱の摺動方向
を制御するだけでなく、重心の低い車両が侵入した場合
などに摺動支柱が浮き上がってしまうことも防止でき
る。なお、この例は摺動支柱の下端部をガイドレール側
の両側板で挟持する態様であるが、この他、ガイドレー
ル側の上端に側方へ突出するフランジを設け、摺動支柱
側の下端にこのフランジと係止する爪部材を設ける跨座
式モノレール型の態様のもの等も採用可能である。In order to slidably hold the lower ends of the sliding supports 15 and 16 with the guide rail 19, in this example, FIG.
As shown in FIG. 2C, the upper ends of both side plates 22 of the guide rail 19 are projected into the groove, and are engaged with the flanges 21 provided at the lower ends of the sliding columns 15 and 16 as shown in FIG. It was to be. This not only controls the sliding direction of the sliding strut in the horizontal plane, but also prevents the sliding strut from rising when a vehicle with a low center of gravity enters. In this example, the lower end of the sliding support is sandwiched between both side plates on the guide rail side. In addition, a flange protruding laterally is provided on the upper end of the guide rail, and the lower end of the sliding support is provided. Alternatively, a straddle type monorail type in which a claw member engaged with the flange is provided may be employed.
【0023】なお、筒状エネルギー吸収部材14として
は、鋼製筒、樹脂製筒等、素材特性としてあまり強くな
い弾性域と塑性域を具備した材料が使用できる。ごく軽
い衝突の場合は、弾性域だけで対応し、衝突後は復元し
て再使用することができる。大きな衝突の場合は、強い
弾性の弾性域だけでは衝突後の車両をはねとばしてしま
うおそれがあり、塑性域でのエネルギー吸収が必要であ
る。そして、筒状エネルギー吸収部材14の圧壊特性に
は、配置位置に応じて差を設けることが好ましい。たと
えば、端部に近い側では圧壊しやすいものを配置し、端
部から遠ざかるに従って徐々に圧壊しにくいものを配置
するなどである。なお、筒状エネルギー吸収部材の圧壊
特性は、筒状エネルギー吸収部材の板厚、径、断面形
状、配置数、材質を変更すること、あるいはこれらの変
更を組み合わせることで差を付けることができる。たと
えば、端部に近い側では径を大きくし、板厚を薄くし、
配置数を少なくし、端部から遠ざかるに従って徐々に径
を小さくし、板厚を厚くし、配置数を多くする等であ
る。As the cylindrical energy absorbing member 14, a material having elasticity and plasticity, which are not so strong as material characteristics, such as a steel cylinder and a resin cylinder, can be used. A very light collision can be dealt with only in the elastic region, and can be restored and reused after the collision. In the case of a large collision, there is a risk that the vehicle after the collision will be rejected only in the elastic region of strong elasticity, and energy absorption in the plastic region is necessary. It is preferable to provide a difference in the crushing characteristics of the cylindrical energy absorbing member 14 according to the arrangement position. For example, a material that is easily crushed is disposed on the side near the end, and a material that is not easily crushed is disposed as the distance from the end increases. The crushing characteristics of the cylindrical energy absorbing member can be differentiated by changing the thickness, diameter, cross-sectional shape, number of arrangements, and materials of the cylindrical energy absorbing member, or by combining these changes. For example, on the side near the end, increase the diameter, reduce the thickness,
The number of arrangements is reduced, the diameter is gradually reduced as the distance from the end is increased, the plate thickness is increased, and the number of arrangements is increased.
【0024】図1に示した例では摺動ビームを2つ直列
に配置し、その先端に袖ビーム9を固設してあるが、予
想される衝突エネルギーの大きさに応じて摺動ビームを
1つだけ配置することもできるし、3つ以上直列に配置
することもできる。軽量車から重量車、高速から低速等
の条件で衝突エネルギーは大きく変動するので、直列に
配置する数を適宜選択することによりこれらの異なる大
きさの衝突エネルギーに対応できる。In the example shown in FIG. 1, two sliding beams are arranged in series, and a sleeve beam 9 is fixed to the end of the sliding beams. Only one may be provided, or three or more may be provided in series. Since the collision energy greatly varies under conditions such as a light vehicle to a heavy vehicle, a high speed to a low speed, and the like, it is possible to cope with these different magnitudes of collision energy by appropriately selecting the number arranged in series.
【0025】[0025]
【発明の効果】本発明の防護柵端部緩衝装置において
は、筒状エネルギー吸収部材が車両衝突時の摺動ビーム
の摺動に伴って一定の方向に圧壊され、変形することに
より衝突エネルギーを確実に吸収する。また、各間隔材
に設けた2本の摺動支柱を2本のガイドレールに摺動自
在に保持したことにより、車両が側面から衝突した場合
の耐圧強度が高められ、エネルギー吸収能が安定する。In the protective fence end buffer device according to the present invention, the cylindrical energy absorbing member is crushed in a certain direction by the sliding of the sliding beam at the time of a vehicle collision and is deformed to reduce the collision energy. Absorb reliably. Further, by holding the two sliding columns provided on each spacing member slidably on the two guide rails, the pressure resistance when the vehicle collides from the side is increased, and the energy absorbing ability is stabilized. .
【図1】本発明の防護柵端部緩衝装置の例を示す平面図
(同図(a))および側面図(同図(b))である。FIG. 1 is a plan view (FIG. 1 (a)) and a side view (FIG. 1 (b)) showing an example of a protective fence end buffer device of the present invention.
【図2】図1(a)のA−A断面を示す図である。FIG. 2 is a diagram showing a cross section taken along line AA of FIG.
【図3】本発明の防護柵端部緩衝装置のガイドレールの
例を示す平面図(同図(a))、側面図(同図(b))
およびB−B断面図(同図(c))である。FIG. 3 is a plan view (FIG. 3 (a)) and a side view (FIG. 3 (b)) showing an example of a guide rail of the protective fence end buffer device of the present invention.
FIG. 3 is a sectional view taken along line BB of FIG.
【図4】本発明の防護柵端部緩衝装置の例の部分拡大平
面図である。FIG. 4 is a partially enlarged plan view of an example of the protective fence end buffer device of the present invention.
【図5】摺動ビームの例を示す側面図(同図(a))お
よび端面図(同図(b))である。FIGS. 5A and 5B are a side view (FIG. 5A) and an end view (FIG. 5B) showing an example of a sliding beam.
【図6】従来の防護柵端部緩衝装置の例を示す平面図
(同図(a))および側面図(同図(b))である。FIG. 6 is a plan view (FIG. 6A) and a side view (FIG. 6B) showing an example of a conventional protective fence end buffer device.
1 道路 2 道路 3 ガードレール 4 ガードレール 5 摺動ビーム 6 摺動ビーム 7 摺動ビーム 8 摺動ビーム 9 袖ビーム 10 間隔材 11 間隔材 12 間隔材 13 間隔材 14 筒状エネルギー吸収部材 15 摺動支柱 16 摺動支柱 17 摺動支柱 18 固設支柱 19 ガイドレール 20 ガイドレール支持支柱 21 フランジ 22 側板 23 ピン結合構造 24 爪部材 31 道路用防護柵 32 ガイド部材 33 摺動ビーム 34 袖ビーム 35 間隔材 36 間隔材 37 固設支柱 38 摺動支柱 39 筒状エネルギー吸収部材 40 ガイドロッド 41 ガイドロッド受材 42 ガイドレール 44 端部緩衝材 DESCRIPTION OF SYMBOLS 1 Road 2 Road 3 Guard rail 4 Guard rail 5 Sliding beam 6 Sliding beam 7 Sliding beam 8 Sliding beam 9 Sleeve beam 10 Spacing material 11 Spacing material 12 Spacing material 13 Spacing material 14 Cylindrical energy absorbing member 15 Sliding support 16 Sliding column 17 Sliding column 18 Fixed column 19 Guide rail 20 Guide rail supporting column 21 Flange 22 Side plate 23 Pin connection structure 24 Claw member 31 Road protection fence 32 Guide member 33 Sliding beam 34 Sleeve beam 35 Spacing material 36 Interval Material 37 Fixed column 38 Sliding column 39 Cylindrical energy absorbing member 40 Guide rod 41 Guide rod receiving member 42 Guide rail 44 End cushioning material
───────────────────────────────────────────────────── フロントページの続き (71)出願人 000003528 東京製綱株式会社 東京都中央区日本橋室町2丁目3番14号 (71)出願人 000006839 日鐵建材工業株式会社 東京都江東区木場二丁目17番12号 (71)出願人 000231110 日本鋼管ライトスチール株式会社 埼玉県熊谷市大字三ケ尻6100番地 (72)発明者 岡田 英之 兵庫県加古川市上荘町薬栗371 (72)発明者 石井 泰志 兵庫県西宮市鳴尾町4−2−6 (72)発明者 梶村 典彦 大阪府枚方市走谷1−27−22 (72)発明者 高森 潔 東京都中央区日本橋室町2−3−14 東京 製綱株式会社内 (72)発明者 梶 聡 神奈川県川崎市川崎区東門前3−10−16− 301 (72)発明者 堀川 紀幸 埼玉県上尾市中妻2−9−3 Fターム(参考) 2D101 CA06 DA04 EA02 FA22 GA15 GA17 GA18 3J066 AA01 AA23 BA03 BB01 BC01 BD05 BD10 BF02 ──────────────────────────────────────────────────続 き Continued on the front page (71) Applicant 000003528 Tokyo Seimitsu Co., Ltd. 2-3-14 Nihonbashi Muromachi, Chuo-ku, Tokyo (71) Applicant 000006839 Nippon Steel Construction Materials Co., Ltd. 2--17 Kiba, Koto-ku, Tokyo No. 12 (71) Applicant 000231110 Nippon Kokan Light Steel Co., Ltd. (72) Inventor Norihiko Kajimura 1-27-22 Hashiya, Hirakata-shi, Osaka (72) Inventor Kiyoshi Takamori 2-3-14 Nihonbashi Muromachi, Chuo-ku, Tokyo Inside Tokyo Seikatsu Co., Ltd. (72) Inventor Satoshi Kaji 3-10-16-301 Higashimonmae, Kawasaki-ku, Kawasaki-shi, Kanagawa Prefecture (72) Noriyuki Horikawa 2-9-3 Nakazuma, Ageo-shi, Saitama F-term (reference) 2D101 CA06 D A04 EA02 FA22 GA15 GA17 GA18 3J066 AA01 AA23 BA03 BB01 BC01 BD05 BD10 BF02
Claims (4)
護柵端部緩衝装置において、両ガードレールに摺動自在
に摺動ビームを係止配置してその摺動ビームの最先端部
に袖ビームを備え、二つのガードレールの端部間および
両摺動ビーム間に車両衝突時における間隔の収縮を防止
する間隔材を適宜配置し、摺動ビームと間隔材で囲まれ
た空所に複数の筒状エネルギー吸収部材を摺動ビームの
摺動方向に沿って直列に配置し、各間隔材に摺動支柱を
2本ずつ設け、各摺動支柱の下端部を基礎部に固定した
2本のガイドレールでそれぞれ摺動ビームの摺動方向に
沿って摺動自在に保持したことを特徴とする防護柵端部
緩衝装置。In a guard fence end buffer device installed at an end of two guard rails, a sliding beam is slidably engaged with both guard rails, and a sleeve beam is provided at the foremost end of the sliding beam. A spacing member is provided between the ends of the two guardrails and between the sliding beams to prevent contraction of the spacing in the event of a vehicle collision, and a plurality of cylindrical members are formed in a space surrounded by the sliding beams and the spacing member. Two guide rails in which energy absorbing members are arranged in series along the sliding direction of the sliding beam, two sliding struts are provided on each spacing member, and the lower end of each sliding strut is fixed to the base. Wherein the end of the protective fence is held slidably along the sliding direction of the sliding beam.
項1記載の防護柵端部緩衝装置。2. The protective fence end buffer according to claim 1, wherein the spacer is further extendable.
ン結合構造である請求項1または2記載の防護柵端部緩
衝装置。3. The protective fence end buffer device according to claim 1, wherein a connecting portion between the spacing member and the sliding beam has a pin connecting structure.
に応じて該部材の圧壊特性に差を設けた請求項1〜3の
いずれか記載の防護柵端部緩衝装置。4. The protective fence end shock absorber according to claim 1, wherein a difference is made in the crushing characteristics of the tubular energy absorbing member according to the position of the tubular energy absorbing member.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001025762A JP4349753B2 (en) | 2001-02-01 | 2001-02-01 | Guard fence end shock absorber |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001025762A JP4349753B2 (en) | 2001-02-01 | 2001-02-01 | Guard fence end shock absorber |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2002227150A true JP2002227150A (en) | 2002-08-14 |
JP4349753B2 JP4349753B2 (en) | 2009-10-21 |
Family
ID=18890694
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JP2001025762A Expired - Fee Related JP4349753B2 (en) | 2001-02-01 | 2001-02-01 | Guard fence end shock absorber |
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Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007170109A (en) * | 2005-12-26 | 2007-07-05 | Hanai Seisakusho:Kk | Rear-end collision energy absorbing device |
KR100837202B1 (en) * | 2007-07-05 | 2008-06-12 | 구자화 | Impact attenuator for installation along roadway or highway |
CN108914836A (en) * | 2018-08-09 | 2018-11-30 | 山东奥邦机械设备制造有限公司 | A kind of highway opening guardrail |
JP2019167812A (en) * | 2018-03-23 | 2019-10-03 | 積水樹脂株式会社 | Beam support device |
CN113308992A (en) * | 2021-06-21 | 2021-08-27 | 韩德旺 | Vehicle buffering safety protective guard for bridge protection |
CN113882294A (en) * | 2021-09-18 | 2022-01-04 | 马超 | Guardrail for municipal construction with collision buffer function |
CN114561870A (en) * | 2022-03-10 | 2022-05-31 | 孟云飞 | Road and bridge safety protective guard capable of preventing collision |
-
2001
- 2001-02-01 JP JP2001025762A patent/JP4349753B2/en not_active Expired - Fee Related
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007170109A (en) * | 2005-12-26 | 2007-07-05 | Hanai Seisakusho:Kk | Rear-end collision energy absorbing device |
KR100837202B1 (en) * | 2007-07-05 | 2008-06-12 | 구자화 | Impact attenuator for installation along roadway or highway |
JP2019167812A (en) * | 2018-03-23 | 2019-10-03 | 積水樹脂株式会社 | Beam support device |
JP7187364B2 (en) | 2018-03-23 | 2022-12-12 | 積水樹脂株式会社 | beam support device |
CN108914836A (en) * | 2018-08-09 | 2018-11-30 | 山东奥邦机械设备制造有限公司 | A kind of highway opening guardrail |
CN113308992A (en) * | 2021-06-21 | 2021-08-27 | 韩德旺 | Vehicle buffering safety protective guard for bridge protection |
CN113882294A (en) * | 2021-09-18 | 2022-01-04 | 马超 | Guardrail for municipal construction with collision buffer function |
CN113882294B (en) * | 2021-09-18 | 2023-03-14 | 马超 | Guardrail for municipal construction with collision buffer function |
CN114561870A (en) * | 2022-03-10 | 2022-05-31 | 孟云飞 | Road and bridge safety protective guard capable of preventing collision |
CN114561870B (en) * | 2022-03-10 | 2024-03-12 | 孟云飞 | Road and bridge safety guard rail capable of preventing collision |
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