JP2000170130A - Protection fence end cushioning device - Google Patents

Protection fence end cushioning device

Info

Publication number
JP2000170130A
JP2000170130A JP10350989A JP35098998A JP2000170130A JP 2000170130 A JP2000170130 A JP 2000170130A JP 10350989 A JP10350989 A JP 10350989A JP 35098998 A JP35098998 A JP 35098998A JP 2000170130 A JP2000170130 A JP 2000170130A
Authority
JP
Japan
Prior art keywords
sliding
rows
protective fence
energy absorbing
guide
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
Application number
JP10350989A
Other languages
Japanese (ja)
Other versions
JP3964558B2 (en
Inventor
Satoshi Kaji
聡 梶
Masahiro Yasuda
誠宏 安田
Tetsuya Endo
哲弥 遠藤
Norihiko Kajimura
典彦 梶村
Koji Kawada
幸次 川田
Noriyuki Horikawa
紀幸 堀川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kawasaki Steel Metal Products and Engineering Inc
Nippon Steel Metal Products Co Ltd
Shinko Kenzai Ltd
Tokyo Seiko Co Ltd
Nippon Kokan Light Steel Co Ltd
Sumitomo Metal Steel Products Inc
Original Assignee
Kawasaki Steel Metal Products and Engineering Inc
Nippon Steel Metal Products Co Ltd
Shinko Kenzai Ltd
Tokyo Seiko Co Ltd
Nippon Kokan Light Steel Co Ltd
Sumitomo Metal Steel Products Inc
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 Kawasaki Steel Metal Products and Engineering Inc, Nippon Steel Metal Products Co Ltd, Shinko Kenzai Ltd, Tokyo Seiko Co Ltd, Nippon Kokan Light Steel Co Ltd, Sumitomo Metal Steel Products Inc filed Critical Kawasaki Steel Metal Products and Engineering Inc
Priority to JP35098998A priority Critical patent/JP3964558B2/en
Publication of JP2000170130A publication Critical patent/JP2000170130A/en
Application granted granted Critical
Publication of JP3964558B2 publication Critical patent/JP3964558B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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

Abstract

PROBLEM TO BE SOLVED: To equalize the absorption of energy due to deformation of an energy absorption member in a protection fence end cushioning device used for the protection fence end of the branch part or the like of an express-highway. SOLUTION: Two rows of guide members 2 are fixed on the end of a road protection fence 1 at an interval. Two rows of sliding beams 3 are slidably connected along the two rows of the guide members 2, and a sleeve beam 4 is fixed on the edge of the sliding beam 3. Interval materials 5, 6 are arranged and fixed between the two rows of the guide members 2 and the two rows of the sliding beams 3 at a prescribed interval, and a sliding support 8 is erected on the interval material 6 provided between the sliding beams 3. A plurality of cylindrical energy absorption members 9 are arranged on a cavity surrounded by the sliding beam 3 and the interval material 6 along the sliding direction of the sliding beam 3 in series, and the plurality of the cylindrical energy absorption member 9 and the interval material 6 are provided to be penetrated in a guide rod 10 slidable along the sliding direction of the sliding beam 3. A guide rail 12 is preferably provided on the ground of the movable range of the sliding support 8.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、高速道路の分岐部
等の防護柵端部に用い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 buffering device used at the end of a protective fence such as a branch of a highway.

【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、人及
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】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。例えば特開平7−3729号公報には、
合成樹脂製で中空棒状の緩衝コーンを、その軸方向を衝
突方向に合わせて多数設置した例が示されているし、特
公昭54−18493号公報には、内部に水を充填した
ビニール製円筒を軸方向を上下にして防護柵の端部に多
数配置し、隔壁で囲った例が示されている。
[0003] The shock absorber is required to have a function of absorbing collision energy at the time of a vehicle collision, and various structures have been put to practical use. For example, JP-A-7-3729 discloses that
There is shown an example in which a number of hollow rod-shaped buffer cones made of synthetic resin are installed with their axial directions aligned with the collision direction. Japanese Patent Publication No. 54-18493 discloses a vinyl cylinder filled with water. Are arranged at the end of the protective fence in the axial direction up and down, and are surrounded by a partition wall.

【0004】[0004]

【発明が解決しようとする課題】これらは、いずれも緩
衝装置自体が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、水を充填するものは、寒冷地では凍
結対策が必要であるなど取扱いが煩瑣であり、円筒の変
形を利用するものも、変形にムラがあってエネルギーの
吸収が均等でないためエネルギー吸収の計算ができず、
安全度を大きく採らなければならない等の問題があっ
た。
These all absorb the collision energy by deforming the shock absorber itself, but those which are filled with water must be handled in cold regions because measures against freezing are necessary. However, the one that utilizes the deformation of the cylinder cannot calculate the energy absorption because the deformation is uneven and the energy absorption is not uniform.
There were problems such as the need to take a large degree of safety.

【0005】そこで本発明は、エネルギー吸収部材の変
形によるエネルギーの吸収が均等化できる防護柵端部緩
衝装置を提供することを目的とする。
Accordingly, an object of the present invention is to provide a protective fence end shock absorber capable of equalizing energy absorption due to deformation of an energy absorbing member.

【0006】[0006]

【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)〜(8)の通りである。
Means for Solving the Problems The protective fence end buffer device of the present invention is as follows (1) to (8).

【0007】(1)道路用防護柵の端部に間隔を持って
2列のガイド部材を固設し、2列の摺動ビームを該2列
のガイド部材に沿って摺動可能に接続し、該摺動ビーム
の先端に袖ビームを固設し、上記2列のガイド部材及び
2列の摺動ビーム間に所定間隔で間隔材を配置固定する
と共に、摺動ビーム間に設けた間隔材に摺動支柱を立設
し、上記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、上記摺動ビームの摺動方向に沿って摺動
可能なガイドロッドを上記複数の筒状エネルギー吸収部
材と間隔材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。
(1) Two rows of guide members are fixedly provided at an end of the road protection fence with an interval, and two rows of sliding beams are slidably connected along the two rows of guide members. A sleeve beam is fixedly mounted at the tip of the sliding beam, a spacing member is fixedly arranged at a predetermined interval between the two rows of guide members and the two rows of sliding beams, and a spacing member provided between the sliding beams. A plurality of cylindrical energy absorbing members are arranged in series in the space surrounded by the sliding beam and the spacer along the sliding direction of the sliding beam. A guide rod slidable along the sliding direction of (1) is provided through the plurality of cylindrical energy absorbing members and the spacing member.

【0008】(2)上記摺動支柱の可動範囲の地盤にガ
イドレールを設け、該摺動支柱の下端部を摺動可能に保
持したことを特徴とする前記(1)の防護柵端部緩衝装
置。
(2) A guide rail is provided on the ground within the movable range of the sliding support, and the lower end of the sliding support is slidably held, and the end of the protective fence is buffered according to the above (1). apparatus.

【0009】(3)上記2列の摺動ビームは、それぞれ
2つ以上の摺動ビームを直列に配置したものであること
を特徴とする前記(1)又は(2)の防護柵端部緩衝装
置。
(3) Each of the two rows of sliding beams comprises two or more sliding beams arranged in series, wherein the end of the protective fence according to (1) or (2) is characterized in that: apparatus.

【0010】(4)上記摺動ビームには、上記ガイド部
材又は後方に隣接する摺動ビームの上下端部に係止、摺
動可能な爪部材を固設したことを特徴とする前記(1)
〜(3)のいずれかの防護柵端部緩衝装置。
(4) The sliding beam is provided with claw members which are fixed to the guide member or upper and lower ends of the sliding beam adjacent to the rear and are slidable. )
The protective fence end buffer device according to any one of (1) to (3).

【0011】(5)上記筒状エネルギー吸収部材を複数
列配置したことを特徴とする前記(1)〜(4)のいず
れかの防護柵端部緩衝装置。
(5) The protective fence end buffer device according to any one of (1) to (4), wherein the cylindrical energy absorbing members are arranged in a plurality of rows.

【0012】(6)上記袖ビーム内の空所にも筒状エネ
ルギー吸収部材を配置したことを特徴とする前記(1)
〜(5)のいずれかの防護柵端部緩衝装置。
(6) A cylindrical energy absorbing member is also arranged in a space in the sleeve beam.
The protective fence end buffer device according to any one of (1) to (5).

【0013】(7)上記筒状エネルギー吸収部材の配置
位置に応じて圧壊特性に差を設けたことを特徴とする前
記(1)〜(6)のいずれかの防護柵端部緩衝装置。
(7) The protective fence end buffer device according to any one of (1) to (6), wherein a difference is provided in the crushing characteristics according to the position of the cylindrical energy absorbing member.

【0014】(8)上記間隔材の垂直方向の寸法を筒状
エネルギー吸収部材の長さ寸法以上としたことを特徴と
する前記(1)〜(7)のいずれかの防護柵端部緩衝装
置。
(8) The protective fence end buffer device according to any one of (1) to (7), wherein the vertical dimension of the spacer is not less than the length of the cylindrical energy absorbing member. .

【0015】[0015]

【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.

【0016】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))及び側面図(同図(b))で
あり、図2はガイド部材を固設し、摺動ビーム等はまだ
接続していない状態を示す平面図(同図(a))及び側
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 according to the present invention, and FIG. 2 shows a guide member fixed thereto. , A sliding beam and the like are not yet connected to each other in a plan view (FIG. (A)) and a side view (FIG. (B)).

【0017】本発明の防護柵端部緩衝装置は、道路用防
護柵1の端部に設置するものである。図示したのは、道
路用防護柵1としてガードレールを用いる例であるが、
特に限定はなく、例えば通常道路用防護柵として用いら
れているガードロープ、コンクリート製防護柵・壁・ブ
ロック等も含めて広く対象とする。
The protective fence end buffer according to the present invention is installed at the end of the road protective fence 1. Although the illustration shows an example in which a guardrail is used as the road protective fence 1,
There is no particular limitation, and the present invention is widely applied to, for example, guard ropes, concrete protective fences, walls, blocks, and the like which are usually used as road protective fences.

【0018】ガイド部材2は、道路用防護柵1の端部に
間隔を持って2列、車両が衝突した場合も移動しないよ
うに、固設支柱7で地盤に固設する。なお、この例で
は、ガイド部材2には、道路用防護柵1に用いたガード
レールと同一断面形状と剛性を持たせてある。2列のガ
イド部材2の間には間隔材5を配置固定し、2列のガイ
ド部材2の間隔を保つ。このガイド部材2は、車両の衝
突時に後述する摺動ビーム3が後退摺動するためのガイ
ドとなるものであり、また、後述のように衝突時のガイ
ドロッド10の後退摺動範囲の防護柵ともなるものであ
る。
The guide members 2 are fixed to the ground by fixed columns 7 so that they do not move even if a vehicle collides. In this example, the guide member 2 has the same cross-sectional shape and rigidity as the guardrail used for the road protection fence 1. A spacing member 5 is arranged and fixed between the two rows of guide members 2 to maintain the spacing between the two rows of guide members 2. The guide member 2 serves as a guide for a sliding beam 3 to be described later to slide backward at the time of a collision of the vehicle. It is also a thing.

【0019】2列の摺動ビーム3は、2列のガイド部材
2に沿って摺動可能に接続し、摺動ビーム3の先端には
袖ビーム4を固設する。2列の摺動ビーム3の間には所
定間隔で間隔材6を配置固定すると共に、間隔材6には
摺動支柱8を立設する。摺動支柱8は図2の例では地盤
上に載置してあるだけで、車両衝突時には地盤上を摺動
することができる。
The two rows of sliding beams 3 are slidably connected along the two rows of guide members 2, and a sleeve beam 4 is fixedly mounted at the tip of the sliding beam 3. Spacing members 6 are arranged and fixed at predetermined intervals between the two rows of sliding beams 3, and sliding posts 8 are erected on the spacing members 6. In the example of FIG. 2, the sliding support 8 is merely placed on the ground, and can slide on the ground when a vehicle collides.

【0020】摺動ビーム3と間隔材6で囲まれた空所に
は、複数の筒状エネルギー吸収部材9を摺動ビーム3の
摺動方向に沿って直列に配置する。そして、摺動ビーム
3の摺動方向に沿って摺動可能なガイドロッド10を筒
状エネルギー吸収部材9と間隔材5、6とを貫通して設
ける。
In a space surrounded by the sliding beam 3 and the spacer 6, a plurality of cylindrical energy absorbing members 9 are arranged in series along the sliding direction of the sliding beam 3. A guide rod 10 slidable along the sliding direction of the sliding beam 3 is provided through the cylindrical energy absorbing member 9 and the spacers 5 and 6.

【0021】図3は、ガイドロッド10の機能を説明す
るため、図1に示した本発明の防護柵端部緩衝装置の例
から、筒状エネルギー吸収部材9等を省略して示す平面
図である。ガイドロッド10は摺動ビーム3の摺動方向
に沿って摺動可能である。すなわち、車両が袖ビーム4
に衝突してガイド部材2へ向かう力が加わったとき、摺
動ビーム3は2列のガイド部材2に沿って摺動するが、
そのとき、ガイドロッド10は2列のガイド部材2内に
設置したガイドロッド受材11内に挿通されつつ摺動す
る。これにより、摺動ビーム3がガイド部材2に沿って
摺動するのを助ける。
FIG. 3 is a plan view illustrating the function of the guide rod 10 by omitting the cylindrical energy absorbing member 9 and the like from the example of the protective fence end buffer device of the present invention shown in FIG. is there. The guide rod 10 can slide along the sliding direction of the sliding beam 3. That is, if the vehicle is a sleeve beam 4
The sliding beam 3 slides along the two rows of guide members 2 when a force toward the guide member 2 is applied by colliding with
At this time, the guide rod 10 slides while being inserted into the guide rod receiving members 11 installed in the two rows of guide members 2. This helps the sliding beam 3 to slide along the guide member 2.

【0022】図4、5には、筒状エネルギー吸収部材9
の配置状況を詳細に示す。すなわち、図4(a)に平面
を、図4(b)に側断面を示すように、筒状エネルギー
吸収部材9は摺動ビーム3と間隔材6で囲まれた空所に
摺動ビーム3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9相互はボルト・ナットで連結して
おき、間隔材6と隣接する筒状エネルギー吸収部材9は
間隔材6との間もボルト・ナットで連結しておく。ま
た、図4(b)のA−A断面を図5に示すように、ガイ
ドロッド10は複数の筒状エネルギー吸収部材9及び間
隔材6を貫通して設ける。このように、ガイドロッド1
0等によって筒状エネルギー吸収部材9は空所内に定置
されており、ガイドロッド10の摺動に従って間隔材6
で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。従って、各筒状エネルギー吸
収部材9の圧壊形態が略均等となり、エネルギー吸収能
が安定する。また、車両衝突による圧壊時の筒状エネル
ギー吸収部材9の飛散が防止される。
FIGS. 4 and 5 show a cylindrical energy absorbing member 9.
The details of the arrangement situation of the above are shown. That is, as shown in a plan view in FIG. 4 (a) and a side cross section in FIG. 4 (b), the cylindrical energy absorbing member 9 is provided in the space surrounded by the sliding beam 3 and the spacing member 6. Are arranged in series along the sliding direction of. The cylindrical energy absorbing members 9 are connected to each other by bolts and nuts, and the adjacent cylindrical energy absorbing members 9 are connected to the spacers 6 by bolts and nuts. In addition, as shown in FIG. 5 showing a cross section taken along the line AA in FIG. 4B, the guide rod 10 is provided so as to penetrate the plurality of cylindrical energy absorbing members 9 and the spacers 6. Thus, the guide rod 1
0, etc., the cylindrical energy absorbing member 9 is fixed in the space, and the spacing member 6
, It is crushed in a certain direction, so that the pressure receiving state of energy at the time of collision can be equalized. Therefore, the crushing form of each cylindrical energy absorbing member 9 becomes substantially equal, and the energy absorbing ability is stabilized. Further, scattering of the cylindrical energy absorbing member 9 at the time of crushing due to a vehicle collision is prevented.

【0023】図示の例では、筒状エネルギー吸収部材9
は2列配置しているが、これを1列配置とすることも、
逆に3列以上の配置とすることも可能である。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、本防護柵
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 9
Are arranged in two rows, but this can be arranged in one row,
Conversely, three or more rows can be arranged. The traveling speed of the vehicle differs depending on the type of road such as an urban road and an expressway, and the collision energy naturally differs.Therefore, if the number of arrays is appropriately selected and installed according to the installation location of the end of the protective fence end buffer device, Good.

【0024】図5に示したように、間隔材6の垂直方向
の寸法は、筒状エネルギー吸収部材9の長さ寸法以上と
することが望ましい。こうすることにより、車両が緩衝
装置に衝突した際の衝突エネルギーを間隔材6を介して
各筒状エネルギー吸収部材9に均等に伝達することがで
きる。
As shown in FIG. 5, it is desirable that the vertical dimension of the spacer 6 be equal to or longer than the length of the cylindrical energy absorbing member 9. By doing so, the collision energy when the vehicle collides with the shock absorber can be transmitted to each cylindrical energy absorbing member 9 via the spacer 6 evenly.

【0025】なお、筒状エネルギー吸収部材9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9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、使用本数、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、端部から遠ざ
かるに従って徐々に径を小さくする等である。
As the cylindrical energy absorbing member 9, 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 9 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 plate thickness, diameter, cross-sectional shape, number of used members, and material of the cylindrical energy absorbing member, or by combining these changes. For example, the diameter is increased on the side closer to the end, and gradually reduced as the distance from the end increases.

【0026】図4に示したのは、2列の摺動ビーム3の
一単位であり、図1に示した例ではこれを2つ直列に配
置し、その先端に袖ビーム4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3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。
FIG. 4 shows one unit of the sliding beam 3 in two rows. In the example shown in FIG. 1, two of the sliding beams 3 are arranged in series, and the sleeve beam 4 is fixed to the end thereof. However, depending on the magnitude of the anticipated collision energy,
Only one can be arranged, or three or more can be arranged 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.

【0027】図1、2に示した例では、先端の袖ビーム
4内の空所には端部緩衝材14を設けただけで筒状エネ
ルギー吸収部材を配置していないが、この部分、すなわ
ち最先端の空所にも筒状エネルギー吸収部材を1個以上
配置することができる。ここに配置した筒状エネルギー
吸収部材にはガイドロッド10は貫通させず、間隔材6
又は端部緩衝材14にボルト・ナットで連結(複数の場
合は、筒状エネルギー吸収部材相互もボルト・ナットで
連結)することで保持する。
In the example shown in FIGS. 1 and 2, the cylindrical energy absorbing member is not disposed in the space inside the sleeve beam 4 at the tip end only by providing the end cushioning material 14, One or more cylindrical energy absorbing members can be arranged in the most advanced space. The guide rod 10 does not penetrate the cylindrical energy absorbing member disposed here,
Alternatively, it is held by being connected to the end cushioning member 14 with bolts and nuts (in the case of a plurality, the cylindrical energy absorbing members are also connected with bolts and nuts).

【0028】図6には、摺動ビーム3の正面を示す。摺
動ビーム3の上下端部には、ガイド部材2又は後方に隣
接する摺動ビーム3の上下端部に係止、摺動可能な爪部
材13を固設してある。車両衝突時には、この爪部材1
3をガイドにして、摺動ビーム3はガイド部材2又は後
方に隣接する摺動ビーム3に沿って後退摺動する。な
お、後退摺動のためのガイドの他の態様としては、摺動
ビーム3及びガイド部材2の同一高さ位置に横長の孔を
設け、摺動ビーム3相互又は摺動ビーム3とガイド部材
2を重設してボルト・ナットで結合することも可能であ
る。
FIG. 6 shows a front view of the sliding beam 3. At the upper and lower ends of the sliding beam 3, claw members 13 which are fixed to the guide member 2 or the upper and lower ends of the sliding beam 3 adjacent to the rear and are slidable are fixedly provided. At the time of a vehicle collision, this claw member 1
Using the guide 3 as a guide, the slide beam 3 slides backward along the guide member 2 or the slide beam 3 adjacent to the rear. As another mode of the guide for the backward sliding, a horizontally long hole is provided at the same height position of the sliding beam 3 and the guide member 2 so that the sliding beams 3 can be mutually or the sliding beam 3 and the guide member 2. It is also possible to connect them with bolts and nuts.

【0029】図7には、摺動ビーム3の摺動支柱8の可
動範囲の地盤に断面ほぼ溝型のガイドレール12を設け
た例を示す。最先端の固設支柱7は、車両衝突時にガイ
ドレール12自体が移動してしまわないように維持する
ためのガイドレールアンカーとしての機能を有する。摺
動ビーム3をガイド部材2に接続する際、このガイドレ
ール12で摺動支柱8の下端部を摺動可能に保持すれ
ば、図1に示した本発明の防護柵端部緩衝装置が得られ
る。このようにすれば、爪部材13及びガイドロッド1
0の摺動と併せて、緩衝装置に車両が衝突した際に、緩
衝装置の先端部の後退摺動を略直線的に制御することが
できる。また、地盤にガイドレール12を設ければ、摺
動ビーム3の摺動支柱8の摺動範囲にコンクリート基礎
を設ける必要がなくなる。
FIG. 7 shows an example in which a guide rail 12 having a substantially groove-shaped cross section is provided on the ground in the movable range of the sliding column 8 of the sliding beam 3. The fixed support column 7 at the forefront has a function as a guide rail anchor for keeping the guide rail 12 itself from moving during a vehicle collision. When the sliding beam 3 is connected to the guide member 2, if the lower end of the sliding column 8 is slidably held by the guide rail 12, the protective fence end buffer device of the present invention shown in FIG. 1 is obtained. Can be By doing so, the claw member 13 and the guide rod 1
In conjunction with the sliding of 0, when the vehicle collides with the shock absorbing device, the backward sliding of the front end of the shock absorbing device can be controlled substantially linearly. Further, if the guide rail 12 is provided on the ground, it is not necessary to provide a concrete foundation in the sliding range of the sliding support 8 of the sliding beam 3.

【0030】さらに、ガイドレール12は、水平面内で
摺動支柱8の摺動方向を制御するだけでなく、衝突の際
に先端部が持ち上げられてしまうのを防止する機能を持
たせることが好ましい。たとえば、図4、図5に示すよ
うに摺動支柱8の下端部にフランジ15を設け、ガイド
レール12の溝部の両側板の上端部を溝内側へ折り曲げ
てフランジ15と係止させるようにする。こうすれば、
正面衝突の際には、衝突エネルギーによる防護柵端部緩
衝装置の先端部の迫り上がりを防止することができる。
また、オフセット衝突、斜め衝突による防護柵端部緩衝
装置の捩れ、曲がりを抑制することもできる。この他、
ガイドレール12の上端に側方へ突出するフランジを設
け、摺動支柱8の下端にこのフランジと係止する爪部材
を設けるなど、摺動支柱8の摺動方向を制御しながら迫
り上がりを防止する具体的な手段には種々のものがあ
り、本発明ではこれら種々の手段のいずれも採用するこ
とができる。
Further, the guide rail 12 preferably has a function of not only controlling the sliding direction of the sliding column 8 in a horizontal plane but also preventing the tip from being lifted in the event of a collision. . For example, as shown in FIGS. 4 and 5, a flange 15 is provided at the lower end of the sliding support column 8, and the upper ends of both side plates of the groove of the guide rail 12 are bent inward into the groove to be locked with the flange 15. . This way,
In the case of a frontal collision, it is possible to prevent the front end of the protective fence end buffer device from rising due to collision energy.
Further, it is also possible to suppress the twisting and bending of the protective fence end buffer device due to the offset collision and the oblique collision. In addition,
At the upper end of the guide rail 12, a laterally protruding flange is provided, and at the lower end of the sliding column 8, a claw member engaging with the flange is provided to prevent the sliding column 8 from sliding while controlling the sliding direction. There are various types of specific means for performing the method, and any of these various means can be employed in the present invention.

【0031】[0031]

【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空所内に定置されてお
り、ガイドロッドの摺動に伴って間隔材により一定の方
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。従って、各筒状エネルギー吸収部材の圧
壊形態が略均等となり、エネルギー吸収能が安定するの
で、従来エネルギーの吸収にムラがあって安全度を大き
く採らなければならなかった問題を解消することができ
る。また、車両衝突による圧壊時の筒状エネルギー吸収
部材の飛散も防止できる。
In the protective fence end buffer device according to the present invention, the cylindrical energy absorbing member is fixed in the space, and is crushed in a certain direction by the spacing member as the guide rod slides. Therefore, the pressure receiving state of energy at the time of collision can be equalized. Therefore, the crushing form of each cylindrical energy absorbing member becomes substantially uniform, and the energy absorbing ability is stabilized, so that the problem that the energy absorption is uneven and the safety level has to be taken large conventionally can be solved. . Further, scattering of the cylindrical energy absorbing member at the time of crushing due to a vehicle collision can also be prevented.

【図面の簡単な説明】[Brief description of the drawings]

【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))及び側面図(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】本発明の防護柵端部緩衝装置の例で、ガイド部
材を固設し、摺動ビーム等はまだ接続していない状態を
示す平面図(同図(a))及び側面図(同図(b))で
ある。
FIG. 2 is a plan view (FIG. 2A) and a side view (FIG. 2A) showing a state in which a guide member is fixed and a sliding beam or the like is not yet connected in an example of the protective fence end buffer device of the present invention. FIG.

【図3】本発明の防護柵端部緩衝装置の例から、筒状エ
ネルギー吸収部材等を省略して示す平面図である。
FIG. 3 is a plan view showing an example of the protective fence end buffer device of the present invention, omitting a cylindrical energy absorbing member and the like.

【図4】本発明の防護柵端部緩衝装置の例における筒状
エネルギー吸収部材9の配置状況を詳細に示す平面図
(同図(a))及び側断面図(同図(b))である。
FIGS. 4A and 4B are a plan view (FIG. 4A) and a side sectional view (FIG. 4B) showing in detail the arrangement of the cylindrical energy absorbing member 9 in the example of the protective fence end buffer device of the present invention. is there.

【図5】図4(b)のA−A断面を示す図である。FIG. 5 is a diagram showing a cross section taken along line AA of FIG. 4 (b).

【図6】摺動ビームの正面図である。FIG. 6 is a front view of a sliding beam.

【図7】摺動ビームの摺動支柱の可動範囲の地盤にガイ
ドレールを設けた例を示す図である。
FIG. 7 is a diagram showing an example in which guide rails are provided on the ground in the movable range of a sliding support of a sliding beam.

【符号の説明】[Explanation of symbols]

1 道路用防護柵 2 ガイド部材 3 摺動ビーム 4 袖ビーム 5 間隔材 6 間隔材 7 固設支柱 8 摺動支柱 9 筒状エネルギー吸収部材 10 ガイドロッド 11 ガイドロッド受材 12 ガイドレール 13 爪部材 14 端部緩衝材 15 フランジ DESCRIPTION OF SYMBOLS 1 Road protective fence 2 Guide member 3 Sliding beam 4 Sleeve beam 5 Spacing material 6 Spacing material 7 Fixed support 8 Sliding support 9 Cylindrical energy absorbing member 10 Guide rod 11 Guide rod receiving material 12 Guide rail 13 Claw member 14 End buffer material 15 Flange

───────────────────────────────────────────────────── フロントページの続き (71)出願人 000101949 住友金属建材株式会社 大阪市西区江戸堀2丁目1番1号 (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 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 梶 聡 神奈川県川崎市川崎区東門前3−10−16− 301 (72)発明者 安田 誠宏 大阪府大阪市西淀川区歌島3−8−4 (72)発明者 遠藤 哲弥 兵庫県尼崎市丸島町46番地 神鋼建材工業 株式会社内 (72)発明者 梶村 典彦 大阪府大阪市西区江戸堀2丁目1番1号 住友金属建材株式会社内 (72)発明者 川田 幸次 東京都中央区日本橋室町2丁目3番14号 東京製綱株式会社内 (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 CA04 CA06 DA01 DA04 DA05 EA02 FA11 FA22 FA32 FB12 GA17 GA18 HA05 HA14 3J066 AA23 BA04 BB01 BC01 BD05 BD07 BE06 BF01 BG04  ──────────────────────────────────────────────────続 き Continued on the front page (71) Applicant 000101949 Sumitomo Metal Construction Materials Co., Ltd. 2-1-1, Edobori, Nishi-ku, Osaka-shi No. (71) Applicant 000231110 Nippon Kokan Light Steel Co., Ltd. 6100 Sankejiri, Kumagaya-shi, Saitama (72) Inventor Satoshi Kaji (72) Inventor Tetsuya Endo 46 Marushima-cho, Amagasaki City, Hyogo Prefecture Shinko Construction Materials Industry Co., Ltd. (72) Inventor Norihiko Kajimura 2-1-1 Edobori, Nishi-ku, Osaka City, Osaka No. Sumitomo Metal Building Materials Co., Ltd. (72) Inventor Koji Kawada 2-3-3 Nihonbashi Muromachi, Chuo-ku, Tokyo Inside Tokyo Seimitsu Co., Ltd. (7 2) Inventor Noriyuki Horikawa 2-9-3 Nakazuma, Ageo-shi, Saitama F-term (reference) 2D101 CA04 CA06 DA01 DA04 DA05 EA02 FA11 FA22 FA32 FB12 GA17 GA18 HA05 HA14 3J066 AA23 BA04 BB01 BC01 BD05 BD07 BE06 BF01 BG04

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 道路用防護柵の端部に間隔を持って2列
のガイド部材を固設し、2列の摺動ビームを該2列のガ
イド部材に沿って摺動可能に接続し、該摺動ビームの先
端に袖ビームを固設し、上記2列のガイド部材及び2列
の摺動ビーム間に所定間隔で間隔材を配置固定すると共
に、摺動ビーム間に設けた間隔材に摺動支柱を立設し、
上記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、上記摺動ビームの摺動方向に沿って摺動可能
なガイドロッドを上記複数の筒状エネルギー吸収部材と
間隔材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。
1. Two rows of guide members are fixedly mounted at an end of a road protection fence with an interval, and two rows of sliding beams are slidably connected along the two rows of guide members. A sleeve beam is fixed to the tip of the sliding beam, and a spacing member is arranged and fixed at a predetermined interval between the two rows of guide members and the two rows of sliding beams. Erect sliding columns,
A plurality of cylindrical energy absorbing members are arranged in series in the space surrounded by the sliding beam and the spacer along the sliding direction of the sliding beam, and slide along the sliding direction of the sliding beam. An end shock absorber for a protective fence, wherein a possible guide rod is provided through the plurality of cylindrical energy absorbing members and the spacer.
【請求項2】 上記摺動支柱の可動範囲の地盤にガイド
レールを設け、該摺動支柱の下端部を摺動可能に保持し
たことを特徴とする請求項1記載の防護柵端部緩衝装
置。
2. The protective fence end buffer device according to claim 1, wherein a guide rail is provided on the ground within a movable range of the sliding support, and a lower end of the sliding support is slidably held. .
【請求項3】 上記2列の摺動ビームは、それぞれ2つ
以上の摺動ビームを直列に配置したものであることを特
徴とする請求項1又は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 each of the two rows of sliding beams has two or more sliding beams arranged in series.
【請求項4】 上記摺動ビームには、上記ガイド部材又
は後方に隣接する摺動ビームの上下端部に係止、摺動可
能な爪部材を固設したことを特徴とする請求項1〜3の
いずれか記載の防護柵端部緩衝装置。
4. The sliding beam according to claim 1, wherein said guide member or said upper and lower ends of the sliding beam adjacent to the guide member are fixed to the upper and lower ends thereof. 3. The protective fence end buffer according to any one of 3.
【請求項5】 上記筒状エネルギー吸収部材を複数列配
置したことを特徴とする請求項1〜4のいずれか記載の
防護柵端部緩衝装置。
5. The protective fence end buffer device according to claim 1, wherein a plurality of rows of the cylindrical energy absorbing members are arranged.
【請求項6】 上記袖ビーム内の空所にも筒状エネルギ
ー吸収部材を配置したことを特徴とする請求項1〜5の
いずれか記載の防護柵端部緩衝装置。
6. The protective fence end buffer device according to claim 1, wherein a cylindrical energy absorbing member is disposed also in a space in the sleeve beam.
【請求項7】 上記筒状エネルギー吸収部材の配置位置
に応じて圧壊特性に差を設けたことを特徴とする請求項
1〜6のいずれか記載の防護柵端部緩衝装置。
7. The protective fence end buffer device according to claim 1, wherein a difference is provided in the crushing characteristics according to the position of the cylindrical energy absorbing member.
【請求項8】 上記間隔材の垂直方向の寸法を筒状エネ
ルギー吸収部材の長さ寸法以上としたことを特徴とする
請求項1〜7のいずれか記載の防護柵端部緩衝装置。
8. The protective fence end buffer according to claim 1, wherein a vertical dimension of the spacer is equal to or longer than a length of the cylindrical energy absorbing member.
JP35098998A 1998-12-10 1998-12-10 Guard fence end shock absorber Expired - Fee Related JP3964558B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35098998A JP3964558B2 (en) 1998-12-10 1998-12-10 Guard fence end shock absorber

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35098998A JP3964558B2 (en) 1998-12-10 1998-12-10 Guard fence end shock absorber

Publications (2)

Publication Number Publication Date
JP2000170130A true JP2000170130A (en) 2000-06-20
JP3964558B2 JP3964558B2 (en) 2007-08-22

Family

ID=18414286

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3964558B2 (en)

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WO2001073207A1 (en) * 2000-03-29 2001-10-04 Youngdal Lee Shock absorber for car collision on the roads
JP2002061136A (en) * 2000-08-24 2002-02-28 Nippon Steel Metal Prod Co Ltd End shock absorber
JP2007170109A (en) * 2005-12-26 2007-07-05 Hanai Seisakusho:Kk Rear-end collision energy absorbing device
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WO2001073207A1 (en) * 2000-03-29 2001-10-04 Youngdal Lee Shock absorber for car collision on the roads
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CN102459763A (en) * 2009-06-09 2012-05-16 冲击黑洞株式会社 Method for absorbing a vehicle impact using kinetic friction force and rolling force produced by the dragging of a surface of rolled tube, and vehicle impact absorbing apparatus using same
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JP2013204418A (en) * 2012-03-29 2013-10-07 Energy Absorption Syst Inc End terminal and method for assembling and using the same
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
CN108442278A (en) * 2018-06-19 2018-08-24 上海布克林金属防腐有限公司 A kind of road energy-absorbing protective device
CN108442278B (en) * 2018-06-19 2023-12-08 上海布克林金属防腐有限公司 Energy-absorbing protection device for road
CN114438933A (en) * 2022-01-25 2022-05-06 山东高速股份有限公司 Road safety device

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