JPH07238518A - Impact absorber-integrated guard cable - Google Patents

Impact absorber-integrated guard cable

Info

Publication number
JPH07238518A
JPH07238518A JP2869394A JP2869394A JPH07238518A JP H07238518 A JPH07238518 A JP H07238518A JP 2869394 A JP2869394 A JP 2869394A JP 2869394 A JP2869394 A JP 2869394A JP H07238518 A JPH07238518 A JP H07238518A
Authority
JP
Japan
Prior art keywords
synthetic resin
foam
semi
resin foam
elastic body
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.)
Withdrawn
Application number
JP2869394A
Other languages
Japanese (ja)
Inventor
Eiichi Hattori
鋭一 服部
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.)
Toyo Tire Corp
Original Assignee
Toyo Tire and Rubber Co Ltd
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 Toyo Tire and Rubber Co Ltd filed Critical Toyo Tire and Rubber Co Ltd
Priority to JP2869394A priority Critical patent/JPH07238518A/en
Publication of JPH07238518A publication Critical patent/JPH07238518A/en
Withdrawn legal-status Critical Current

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Landscapes

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

Abstract

PURPOSE:To secure the function and safety of a guard cable by inserting semi- post-shaped resin or a rubber foam in a striding manner on the surface of a road and bonding the other end with a post. CONSTITUTION:A hollow semi-cylinder-shaped buffer metal plate 4 is fixed with a post 1 by means of a fixing tool 4a. The buffer metal plate 4 is provided with a function which absorbs collision-induced impact and hence relaxes the impact and has a required impact resistant strength with the post. The buffer metal plate 4 is installed to the side of a shoulder by way of a steel wire rope 2. A synthetic resin elastic member 6, which is to be directly subjected to the impact of a car, is installed to a road side in semi-cylindrical shape and inserted in such a fashion that it may step over the steel wire rope 2 and bonded with the buffer metal plate 4, thereby absorbing the impact to a satisfactory extent. To further enhance impact absorption efficiency, a plurality of reinforcing metal pieces 8 are integrally molded with the synthetic resin foam elastic member 6 and the reinforcing metal pieces 8 are cut from the center of the semi- cylindrical member to its central part so that they may be molded symmetrically or asymmetrically on both sides.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】道路の路肩特にカーブのガードケ
ーブルに関する。
[Industrial application] Road shoulders, especially curved guard cables.

【0002】[0002]

【従来の技術】路肩に規則正しく金属製又はコンクリー
ト製の支柱を並立し、横方向に複数の鋼索を固締する
か、金属製又はコンクリート製の支柱を並立し、横方向
に金属板片を固結してガードケーブルを作っていた。
2. Description of the Related Art Regularly erected metal or concrete struts on a road shoulder and tightening a plurality of steel ropes in the lateral direction, or arranging metal or concrete struts in parallel and fixing metal plate pieces in the lateral direction. It was tied together to make a guard cable.

【0003】[0003]

【発明が解決しようとする課題】支柱が金属製又はコン
クリート製で、鋼索又は金属板片で固締した路肩に設置
されたガードケーブルは高速での自動車の衝突では自動
車に大きな破損をもたらすと共にガードケーブルそのも
のを破損して人命に影響を及ぼすことが多かった。高速
での自動車の運動エネルギー1/2mv2(m:自動車
質量、v:自動車速度)を吸収するガードケーブルが求
められていた。
The guard cable installed on the road shoulder, which is made of metal or concrete and is fastened with steel ropes or metal plate pieces, causes a great damage to the vehicle and the guard when the vehicle crashes at high speed. In many cases, the cable itself was damaged, affecting human life. There has been a demand for a guard cable that absorbs a vehicle kinetic energy of 1/2 mv 2 at high speed (m: vehicle mass, v: vehicle speed).

【0004】[0004]

【課題を解決するための手段】上記の課題を解決するた
めに鋭意研究した結果本発明に到達したもので、本発明
は道路の路肩に規則正しく並立した金属製支柱と複数本
の鋼索からなるガードケーブルにおいて、支柱の道路向
面に金属緩衝板を固着し、支柱に対応する道路側に半円
柱状の合成樹脂発泡体又はゴム発泡体からなる合成樹脂
発泡弾性体を鋼索に跨挿して該合成樹脂発泡体又はゴム
発泡体製半円柱状衝撃吸収材を金属緩衝板に接着固定す
るものであり、鋼索を介して路肩側に規則的に並立し支
柱に固着した金属製緩衝板と鋼索に対して道路側に半円
柱状の合成樹脂発泡体又はゴム発泡体からなる合成樹脂
発泡弾性体の半円曲面部を道路面に合成樹脂発泡体又は
ゴム発泡体の平板部を鋼索を跨挿して金属製緩衝板に接
着させ、該半円柱状合成樹脂ゴムの鋼索より路肩側に貫
通した固定棒(材質としては軟鋼又は高弾性率の合成樹
脂又は合成樹脂エラストマー)で脱落を防止するもので
あり、衝撃吸収をよくするために半円柱状合成樹脂エラ
ストマー(ゴム)の表面(外皮)が硬質合成樹脂エラス
トマー(ゴム)で内部が軟質合成樹脂発泡体又はゴム発
泡体である衝撃吸収材一体ガードケーブルである。
Means for Solving the Problems As a result of intensive research to solve the above problems, the present invention has been achieved. The present invention is a guard composed of metal columns and a plurality of steel ropes that are regularly juxtaposed on the road shoulder. In the cable, a metal buffer plate is fixed to the road surface of the pillar, and a synthetic resin foam elastic body made of a semi-cylindrical synthetic resin foam or rubber foam is laid across the steel rope on the road side corresponding to the pillar, and the composite is formed. A semi-cylindrical shock absorber made of resin foam or rubber foam is adhered and fixed to a metal cushion plate.For steel cushions and metal cushion plates that are regularly juxtaposed on the shoulder side of the road with steel ropes and fixed to the columns. On the road side, a semi-cylindrical curved surface of a synthetic resin foam elastic body made of a semi-cylindrical synthetic resin foam or rubber foam is set on the road surface, and a flat plate part of the synthetic resin foam or rubber foam is laid across the steel rope to form a metal. The semi-cylindrical shape is adhered to a shock-absorbing plate A fixing rod (made of mild steel or synthetic resin or synthetic resin elastomer with a high elastic modulus) that penetrates the road shoulder side from the steel rope of synthetic resin rubber is used to prevent falling off, and is a semi-cylindrical composite to improve shock absorption. A shock absorber integrated guard cable in which the surface (outer skin) of a resin elastomer (rubber) is a hard synthetic resin elastomer (rubber) and the inside is a soft synthetic resin foam or a rubber foam.

【0005】本発明を図面に基づいて説明する。図1は
従来の金属製支柱1と複数の横方向の鋼索2からなるガ
ードケーブルの斜視図である。今、高速道路で100k
m/時間で支柱に衝突すると運動エネルギーだけで約4
0G以上の衝撃が運転手に伝わる。位置のエネルギーを
含めると約80G以上となる。
The present invention will be described with reference to the drawings. FIG. 1 is a perspective view of a guard cable including a conventional metal strut 1 and a plurality of lateral steel ropes 2. 100k on the freeway now
About 4 kinetic energy alone when colliding with a pillar at m / hour
A shock of 0 G or more is transmitted to the driver. Including potential energy, it is about 80 G or more.

【0006】図2は本発明の衝撃吸収材一体ガードケー
ブルの側面図で、図3及び図4は図2のA−A拡大断面
図である。支柱1に中空の半円筒状緩衝金属板4を固定
具4aで固定する。中空の半円筒状緩衝金属板は衝突の
衝撃を吸収して緩和するためで、支柱とあわせて80G
以上の衝撃に耐える強度が必要である。
FIG. 2 is a side view of the shock absorbing material integrated guard cable of the present invention, and FIGS. 3 and 4 are enlarged sectional views taken along the line AA of FIG. A hollow semi-cylindrical buffer metal plate 4 is fixed to the support column 1 with a fixture 4a. The hollow semi-cylindrical buffer metal plate absorbs and absorbs the impact of collision.
It is necessary to have the strength to withstand the above impacts.

【0007】今、図3の緩衝性を有する合成樹脂発泡弾
性体6(合成樹脂発泡体又はゴム発泡体を合成樹脂発泡
弾性体の同義語として使用する)のバネ定数について述
べると、補強用金属板片8、8b,8cが入っている中
間部分が大半の衝撃を吸収すると考えられる。この場
合、合成樹脂発泡弾性体6を防振ゴムの無限長柱と想定
すると(発泡体の見掛密度の補正は後述するが、非発泡
体として理論を進める)
Now, the spring constant of the synthetic resin foamed elastic body 6 (having a synthetic resin foamed body or a rubber foamed body as a synonym of the synthetic resin foamed elastic body) having the cushioning property shown in FIG. 3 is described. It is considered that the intermediate portion containing the plate pieces 8, 8b, 8c absorbs most of the impact. In this case, assuming that the synthetic resin foam elastic body 6 is an infinitely long column of vibration-proof rubber (the correction of the apparent density of the foam will be described later, but the theory is advanced as a non-foam).

【数1】Eap/Gr=4+3.29S1 2 Eap=見掛けの弾性率 Gr=ゴム材料の横弾性率[Equation 1] Eap / Gr = 4 + 3.29S 1 2 Eap = apparent elastic modulus Gr = transverse elastic modulus of rubber material

【数2】 今、合成樹脂弾性体に硬度90A(JIS6301KA
形)を使用すると Gr=52kg/cm2
[Equation 2] Now, a synthetic resin elastic body has a hardness of 90 A (JIS6301KA
Shape) is used, Gr = 52 kg / cm 2

【数3】 Eap={4+3.29(0.66)2}×52≒28
2kg/cm2 この場合のバネ定数Kcは
[Equation 3] Eap = {4 + 3.29 (0.66) 2 } × 52≈28
2 kg / cm 2 The spring constant Kc in this case is

【数4】 1,h2:ゴム厚:3cm[Equation 4] h 1 , h 2 : rubber thickness: 3 cm

【数5】 となる。[Equation 5] Becomes

【0008】自動車の衝突する瞬間の速度Voを60k
m/hrとすると Vo=60km/hr≒17m/sec 自動車が緩衝体に与える加速度α(速度と変位の関係か
ら)
The speed Vo at the moment of collision of an automobile is 60k.
Assuming m / hr, Vo = 60 km / hr≈17 m / sec Acceleration α given to the shock absorber by the car (from the relationship between speed and displacement)

【数6】 Vo:初速度 V :t秒後の速度 S :緩衝体及び支柱の移動量 運動量保存の法則によると[Equation 6] Vo: Initial velocity V: Velocity after t seconds S: Amount of movement of buffer and support column According to the law of conservation of momentum

【数7】 1,W2:2物体の重量(kg) V1,V2:各物体の初速度 U1,U2:各物体のt秒後の速度 となる。今、 W2: 自動車の重量 1200kg W1: 緩衝体の重量 14kg+支え力30000kg
(支柱及び鋼索の支え力とする) とすると、
[Equation 7] W 1 , W 2 : weight of two objects (kg) V 1 , V 2 : initial velocity of each object U 1 , U 2 : velocity of each object t seconds later. Now, W 2: weight of the car 1200kg W 1: the weight of the shock absorber 14kg + support force 30000kg
(It will be the supporting force of the columns and steel ropes)

【数8】 1,U2:衝突後のW1,W2の速度 U1,U2=U で V2=0 V1=17m/sec となる。[Equation 8] U 1, U 2: the V 2 = 0 V 1 = 17m / sec with W 1, speed U 1 of the W 2, U 2 = U after the collision.

【0009】自動車と緩衝体・合成樹脂弾性体の動く速
度は
The speed at which the automobile and the shock absorber / plastic elastic body move

【数9】 である。加速度α(止まるまでの加速度)は[Equation 9] Is. Acceleration α (acceleration to stop) is

【数10】 [Equation 10]

【数11】 [Equation 11]

【数12】 で、支柱及び鋼索の抵抗力は[Equation 12] So, the resistance of the columns and steel ropes is

【数13】 [Equation 13]

【数14】 [Equation 14]

【数15】 である。[Equation 15] Is.

【0010】自動車が止まるまでの緩衝体及び支柱の移
動量が大きいほど、支柱の抵抗力は小さくなる関係式は
The greater the amount of movement of the shock absorber and the pillar until the automobile stops, the smaller the resistance of the pillar becomes.

【表1】 [Table 1]

【表2】 S=0.0145(m)=1.45cm 程度まで、即ち合成樹脂弾性体のタワミ量2cm(補強
用金属板片間)に於ける荷重46200kgまでは使用
可能と考えられる。もっとも合成樹脂弾性体のタワミは
外周及び内周の合成樹脂弾性体の厚みh1及び厚みh2
部分も考慮する必要がある。
[Table 2] It is considered that S can be used up to about 0.0145 (m) = 1.45 cm 2, that is, up to a load of 46200 kg when the deflection amount of the synthetic resin elastic body is 2 cm (between the reinforcing metal plate pieces). However, in the deflection of the synthetic resin elastic body, it is necessary to consider the thickness h 1 and the thickness h 2 of the synthetic resin elastic body on the outer circumference and the inner circumference.

【0011】緩衝性のある合成樹脂弾性体の厚みh
1(外周)及び厚みh2(内周)の荷重〜タワミ関係の実
測データを
The thickness h of the synthetic resin elastic body having a cushioning property
1 (outer circumference) and thickness h 2 (inner circumference)

【表3】 に示す。合成樹脂弾性体部分の変形可能量は約70%で
あるので、外周・内周の合成樹脂弾性体層(3+3)c
mからグラフ3のS−Sカーブよりみて、荷重は300
00kgとなる。この時の合成樹脂弾性体(補強用金属
板片間)のタワミ量は1.3cmなので、荷重3000
0での全(トータル)タワミ量は、4.1+1.3=
5.4cmになる。それ故に半円柱状の合成樹脂弾性体
の直径は5.4cm×2≒11.0cmで約11cm以
上が必要である。
[Table 3] Shown in. Since the deformable amount of the synthetic resin elastic body portion is about 70%, the synthetic resin elastic body layer (3 + 3) c on the outer and inner circumferences
Seen from the SS curve of Graph 3 from m, the load is 300
It becomes 00 kg. Since the amount of deflection of the synthetic resin elastic body (between the reinforcing metal plate pieces) at this time is 1.3 cm, the load 3000
The total amount of deflection at 0 is 4.1 + 1.3 =
It will be 5.4 cm. Therefore, the diameter of the semi-cylindrical synthetic resin elastic body is 5.4 cm × 2≅11.0 cm, and about 11 cm or more is required.

【0012】自動車衝突時の運動エネルギーと合成樹脂
弾性体のエネルギー吸収量は 1)自動車の速度60km/hrの時の運動エネルギー
Kinetic energy at the time of car collision and energy absorption amount of synthetic resin elastic body are 1) Kinetic energy at the time of car speed 60 km / hr

【数16】 [Equation 16]

【数17】 =1.76×106kg・cm である。 2)合成樹脂弾性体の最大エネルギー吸収量は荷重30
000kg タワミ5.4cmから概算すると、高速衝
突の場合のバネ定数は静的データの約2倍となるので
[Equation 17] = 1.76 × 10 6 kg · cm 2. 2) Maximum energy absorption of synthetic resin elastic body is load 30
Approximately 5,000 kg Tawami 5.4 cm, the spring constant in the case of high-speed collision is about twice that of static data.

【数18】 となる。 3)自動車の速度と合成樹脂弾性体のエネルギー吸収率
は 自動車の速度 エネルギー吸収率 30km/hr 40.0% 60km/hr 9.2% である。
[Equation 18] Becomes 3) The vehicle speed and the energy absorption rate of the synthetic resin elastic body are the vehicle speed energy absorption rate 30 km / hr 40.0% 60 km / hr 9.2%.

【0013】実際には鋼索2の後の合成樹脂発泡弾性体
6c及び緩衝金属板4の変形によって、この倍近いエネ
ルギー吸収率になる。前述の理論は合成樹脂弾性体は非
発泡体として論じたが、発泡体としては例えば非発泡体
で荷重30000での全(トータル)タワミ量5.4c
mでは、円柱状の直径に換算すると5.4×2≒11.
0cmであり、合成樹脂発泡弾性体に適用する場合は、
合成樹脂発泡弾性体の直径は
Actually, the energy absorption rate is almost doubled by the deformation of the synthetic resin foam elastic body 6c and the buffer metal plate 4 after the steel rope 2. In the above theory, the synthetic resin elastic body was discussed as a non-foamed body, but as the foamed body, for example, the non-foamed body has a total deflection of 5.4c under a load of 30,000.
When converted into a cylindrical diameter, 5.4 × 2≈11.m.
0 cm, and when applied to a synthetic resin foam elastic body,
The diameter of the synthetic resin foam elastic body is

【数19】11.0/合成樹脂発泡弾性体見掛密度 が適用される。例えば合成樹脂発泡弾性体の見掛密度が
0.5g/cm3となると22.0cmと見掛密度に反
比例する。合成樹脂発泡体の望ましい見掛密度は0.5
〜1.0が望ましい。0.5g/cm3以下では緩衝効
果は大きいが、非発泡体にくらべ2倍以上の直径の緩衝
吸収体が必要となり、道路面に大きくはみ出すことにな
る。発泡体の見掛密度が0.01g/cm3になると衝
撃吸収体は非発泡体の10倍以上の直径の衝撃吸収体が
必要になる。
11.0 / Synthetic resin foam elastic body apparent density is applied. For example, when the apparent density of the synthetic resin foamed elastic body is 0.5 g / cm 3 , it is 22.0 cm, which is inversely proportional to the apparent density. Desirable apparent density of synthetic resin foam is 0.5
~ 1.0 is desirable. When the amount is 0.5 g / cm 3 or less, the buffering effect is large, but a buffering absorber having a diameter twice or more that of the non-foamed body is required, and it greatly protrudes on the road surface. When the apparent density of the foam becomes 0.01 g / cm 3 , the shock absorber needs to have a diameter 10 times or more that of the non-foam.

【0014】支柱の直径Rと緩衝金属板緩衝距離Bの関
係について論ずるとB=0.5R〜1.5Rが望まし
い。0.5R以下では緩衝効果は少なく、1.5R以上
では緩衝効果は優れるが場所をとり、道路の走行幅を減
少させる欠点がある。又緩衝金属板4の設置位置は鋼索
を介して路肩側に設ける。自動車の衝撃を直接受ける合
成樹脂弾性体6は半円柱状で道路側に設置し、鋼索2に
対しては跨ぐように挿入載置し、緩衝金属板と接着し
て、衝撃吸収を完全ならしめる。半円柱状の合成樹脂弾
性体は鋼索の路肩側に設けられた道路面に直角方向に削
孔された貫通孔に固定棒を用いて脱落防止を行う。
When discussing the relationship between the column diameter R and the buffer metal plate buffer distance B, it is desirable that B = 0.5R to 1.5R. If it is 0.5R or less, the cushioning effect is small, and if it is 1.5R or more, the cushioning effect is excellent, but it has a drawback that it takes up space and reduces the traveling width of the road. Further, the installation position of the buffer metal plate 4 is provided on the road shoulder side through the steel rope. The synthetic resin elastic body 6 which receives the impact of the automobile directly is installed in the semi-cylindrical shape on the road side, is inserted and placed so as to straddle the steel rope 2, and is bonded to the buffer metal plate to completely absorb the impact. . The semi-cylindrical synthetic resin elastic body uses a fixing rod in a through hole formed in the road shoulder side of the steel rope in a direction perpendicular to the road surface to prevent falling off.

【0015】本発明に使用する合成樹脂発泡体はポリウ
レタン、ポリスチレン又はゴムが望ましい。ゴムの硬度
は35〜70゜(JIS K6301 硬度A形)が望
ましい。35゜以下では柔らかすぎて衝撃吸収効果は支
柱への到達時間が早すぎて少なく、合成樹脂発泡体の本
体の破損をもたらす。硬度が70゜以上では支柱への到
達時間は遅くなるが、衝撃吸収効果は少なくなる。合成
樹脂発泡体単独では自動車の衝突に対しては不可逆変化
であり、これに対し可逆変化で、衝撃効率を向上させる
には、半円柱状の合成樹脂弾性体に複数の補強用の金属
板片8を一体成型する。
The synthetic resin foam used in the present invention is preferably polyurethane, polystyrene or rubber. The hardness of the rubber is preferably 35 to 70 ° (JIS K6301 hardness A type). If it is less than 35 °, it is too soft and the impact absorption effect is too short to reach the column, resulting in damage to the body of the synthetic resin foam. When the hardness is 70 ° or more, the time required to reach the column is delayed, but the impact absorption effect is reduced. Synthetic resin foam alone is an irreversible change in the case of a car collision, whereas the reversible change is a reversible change. 8 is integrally molded.

【0016】補強用金属板片は鋼索に対して、半円柱状
合成樹脂発泡体の中心に対して10゜〜14゜あけて設
置する。10゜以下では衝撃効果は少なく、14゜を越
えると補強材としての効果はない。又半円柱状の中心か
ら中央部は補強用金属板片を分断して、左右対称の形で
成型する(図3参照)か左右非対称(図4参照)の形に
するかは自由に設計可能である。分断しないと緩衝効果
は激減する。中央部での分断角度は25゜〜35゜が望
ましい。25゜以下では補強の効果はあるが、緩衝効果
は減少する。35゜以上分断すると緩衝効果はあるが、
補強の効果は減少する。補強用金属板片の厚みは2.8
mm〜3.6mmが望ましい。2.8mm以下では衝撃
によって変形しやすく、3.6mm以上だと衝撃吸収効
果は少なくなる。
The reinforcing metal plate piece is installed on the steel rope at an angle of 10 ° to 14 ° with respect to the center of the semi-cylindrical synthetic resin foam. Below 10 ° the impact effect is small, and above 14 ° there is no effect as a reinforcing material. In addition, it is possible to freely design whether the reinforcing metal plate piece is divided from the center of the semi-cylindrical part to the center to be formed symmetrically (see FIG. 3) or asymmetrical (see FIG. 4). Is. If it is not divided, the buffering effect will be drastically reduced. The dividing angle at the central portion is preferably 25 ° to 35 °. Below 25 °, there is a reinforcing effect, but the cushioning effect decreases. There is a buffering effect if it is cut at 35 ° or more,
The effect of reinforcement is reduced. The thickness of the reinforcing metal plate piece is 2.8.
mm-3.6 mm is desirable. If it is 2.8 mm or less, it is easily deformed by impact, and if it is 3.6 mm or more, the shock absorbing effect is reduced.

【0017】図6及び図7は補強用金属板片8の正面図
である。半円柱状の合成樹脂発泡体6に補強用金属板片
を所期の位置に成型するために、複数の安定孔8aを予
め削孔してしておく。安定孔の削孔位置は任意でよい
が、鋼索に対応する位置が望ましい。削孔穴径は2mm
〜6mmが望ましい。
6 and 7 are front views of the reinforcing metal plate piece 8. In order to mold the reinforcing metal plate piece into the semi-cylindrical synthetic resin foam 6, the plurality of stabilizing holes 8a are preliminarily drilled. The stable hole may be drilled at any position, but a position corresponding to the steel rope is desirable. Drilling hole diameter is 2 mm
~ 6 mm is desirable.

【0018】支柱の直径Rと半円柱状の合成樹脂発泡体
の半径Hの関係はH=1.5R〜2.5Rが望ましい。
1.5R以下では緩衝効果が少なく、2.5R以上では
緩衝効果はあるが、道路の占拠面積が大きく望ましくな
い。
The relationship between the diameter R of the column and the radius H of the semi-cylindrical synthetic resin foam is preferably H = 1.5R to 2.5R.
If it is 1.5R or less, the buffer effect is small, and if it is 2.5R or more, the buffer effect is provided, but the occupied area of the road is large, which is not desirable.

【0019】図4は本発明の図2のA−A断面図の他の
例である。補強用金属板片が2枚と3枚の半円柱状の合
成樹脂発泡体である。今矢印の方向で衝突すると、反対
方向の補強用金属板片8c、8dと補強用金属板片8
d、8b間方向に移行して緩衝効果が生じる。
FIG. 4 is another example of the AA sectional view of FIG. 2 of the present invention. The reinforcing metal plate pieces are two and three semi-cylindrical synthetic resin foams. Now, when the collision occurs in the direction of the arrow, the reinforcing metal plate pieces 8c and 8d and the reinforcing metal plate piece 8 in the opposite direction.
There is a buffering effect by shifting in the direction between d and 8b.

【0020】図5は本発明の図2のA−A断面図の別の
例である。半円柱状の合成樹脂弾性体6の外皮が合成樹
脂硬質弾性体7で、内部が軟質合成樹脂発泡体6aであ
る衝撃吸収材である。外皮に合成樹脂硬質弾性体を設け
るのは、所期の衝撃を吸収し、軟質合成樹脂発泡体で衝
突エネルギーを受容する。合成樹脂硬質弾性体の硬度は
85〜95゜(JIS K6301 硬度A型)が望ま
しい。硬度をだすために、ガラス繊維、芳香族ポリアミ
ド繊維などを合成樹脂のなかに添加する。軟質合成樹脂
発泡体の硬度は35〜70゜が望ましい。
FIG. 5 is another example of the AA sectional view of FIG. 2 of the present invention. The outer cover of the semi-cylindrical synthetic resin elastic body 6 is a synthetic resin hard elastic body 7, and the inside is a soft synthetic resin foam 6a, which is a shock absorber. Providing the synthetic resin hard elastic body on the outer skin absorbs the intended impact and the soft synthetic resin foam absorbs the collision energy. The hardness of the synthetic resin hard elastic body is preferably 85 to 95 ° (JIS K6301 hardness A type). To obtain hardness, glass fiber, aromatic polyamide fiber, etc. are added to the synthetic resin. The hardness of the soft synthetic resin foam is preferably 35 to 70 °.

【0021】図8は本発明の圧縮荷重と圧縮荷重変位を
示す図である。合成樹脂(非発泡)弾性体の直径を1
1.0cmとした場合、非発泡体A、見掛密度0.5g
/cm 3B、見掛密度0.25g/cm3Cの場合の圧縮
荷重曲線を示している。見掛密度が0.5g/cm3
非発泡弾性体の約半分となると、圧縮荷重変位は約2倍
になる。見掛密度が0.25g/cm3と非発泡弾性体
の約1/4になると圧縮荷重変位は約4倍になることを
示している。
FIG. 8 shows the compression load and the compression load displacement of the present invention.
FIG. Diameter of synthetic resin (non-foamed) elastic body is 1
When set to 1.0 cm, non-foam A, apparent density 0.5 g
/ Cm 3B, apparent density 0.25 g / cm3Compression for C
The load curve is shown. Apparent density 0.5g / cm3When
When it is about half of non-foamed elastic body, the compression load displacement is about twice
become. Apparent density is 0.25g / cm3And non-foamed elastic body
When it becomes about 1/4 of that, the compression load displacement becomes about 4 times.
Shows.

【0022】[0022]

【作用】金属製又はコンクリート製支柱に中空の緩衝金
属板を固着し、道路面に半円柱状の合成樹脂発泡体又は
ゴム発泡体を鋼索を跨挿し、該半円柱状の合成樹脂発泡
体又はゴム発泡体の他端部を金属製緩衝金属板に接着す
ることで、自動車がガードケーブルに衝突しても人命に
損傷しないようにする。
[Function] A hollow buffer metal plate is fixed to a metal or concrete pillar, a semi-cylindrical synthetic resin foam or a rubber foam is laid across a steel rope on the road surface, and the semi-cylindrical synthetic resin foam or The other end of the rubber foam is adhered to a metal buffer metal plate so that it does not cause human life damage even if the vehicle collides with the guard cable.

【0023】[0023]

【発明の効果】支柱、緩衝金属板、半円柱状の合成樹脂
発泡体又はゴム発泡体を一体的に成形し、半円柱状の合
成樹脂発泡体又はゴム発泡体に複数の補強用金属板片を
成型することで、衝突による緩衝効果を改善し、一方鋼
索の路肩側に固定棒を貫通挿入することで半円柱状の合
成樹脂発泡体又はゴム発泡体の脱落を防止して、ガード
ケーブルとしての性能及び安全性を維持する。
The pillar, the buffer metal plate, the semi-cylindrical synthetic resin foam or the rubber foam are integrally molded, and the semi-cylindrical synthetic resin foam or the rubber foam has a plurality of reinforcing metal plate pieces. By improving the cushioning effect by collision, the semi-cylindrical synthetic resin foam or rubber foam is prevented from falling off by inserting the fixing rod through the road shoulder side of the steel rope. Maintain performance and safety.

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

【図1】図1は従来のガードケーブルの斜視図。FIG. 1 is a perspective view of a conventional guard cable.

【図2】図2は本発明の衝撃吸収材一体ガードケーブル
の側面図。
FIG. 2 is a side view of the shock absorbing material integrated guard cable of the present invention.

【図3】図3は図2のA−A拡大断面図。3 is an enlarged cross-sectional view taken along the line AA of FIG.

【図4】図4は図2の他のA−A拡大断面図。FIG. 4 is another AA enlarged cross-sectional view of FIG.

【図5】図5は本発明の半円柱状の硬質合成樹脂エラス
トマー(ゴム)弾性体の外皮と内部が合成樹脂発泡体又
はゴム発泡体の衝撃吸収材一体ガードケーブルの断面
図。
FIG. 5 is a cross-sectional view of a shock absorbing material integrated guard cable having a semi-cylindrical hard synthetic resin elastomer (rubber) elastic body of the present invention and a synthetic resin foam or rubber foam inside.

【図6】図6は本発明の外側金属板片の正面図。FIG. 6 is a front view of an outer metal plate piece of the present invention.

【図7】図7は本発明の内側金属板片の正面図。FIG. 7 is a front view of the inner metal plate piece of the present invention.

【図8】図8は本発明の衝撃吸収材一体ガードケーブル
の圧縮荷重曲線。
FIG. 8 is a compression load curve of the shock absorber integrated guard cable of the present invention.

【符号の説明】[Explanation of symbols]

1 支柱 2 鋼索 3 鋼索止め具 4 緩衝金属板 4a 緩衝金属板固定具 5 固定棒 6 合成樹脂発泡弾性体 6a 合成樹脂発泡弾性体(内部) 6b 合成樹脂発泡弾性体(道路側) 6c 合成樹脂発泡弾性体(路肩側) 6d 合成樹脂発泡弾性体平板部 6e 合成樹脂発泡弾性体半曲面部 7 合成樹脂硬質弾性体(外皮) 8 補強用金属板片 8a 金属板片安定孔 8b 外側金属板片 8c 内側金属板片 8d 中側金属板片 B 緩衝金属板緩衝距離 E 道路 G ガードケーブル H 合成樹脂発泡弾性体半径 R 支柱直径 h1 合成樹脂発泡弾性体金属板片間・厚み(最外側) h2 合成樹脂発泡弾性体金属板片間・厚み(中側) h3 合成樹脂発泡弾性体金属板片間・厚み(最内側)1 Strut 2 Steel rope 3 Steel rope stopper 4 Buffer metal plate 4a Buffer metal plate fixture 5 Fixing rod 6 Synthetic resin foam elastic body 6a Synthetic resin foam elastic body (inside) 6b Synthetic resin foam elastic body (road side) 6c Synthetic resin foam Elastic body (road shoulder side) 6d Synthetic resin foam elastic body flat plate portion 6e Synthetic resin foam elastic body half curved surface portion 7 Synthetic resin hard elastic body (outer skin) 8 Reinforcing metal plate piece 8a Metal plate piece stabilizing hole 8b Outside metal plate piece 8c Inner metal plate piece 8d Middle metal plate piece B Buffer metal plate Buffer distance E Road G Guard cable H Synthetic resin foam elastic body radius R Strut diameter h 1 Synthetic resin foam elastic metal sheet space / Outermost h 2 Between synthetic resin foam elastic metal plate pieces, thickness (middle side) h 3 Between synthetic resin foam elastic metal plate pieces, thickness (innermost side)

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】道路の路肩に規則正しく並立した金属製支
柱と複数本の鋼索からなるガードケーブルにおいて、支
柱の道路向面に金属緩衝板を固着し、支柱に対応する道
路側に半円柱状の合成樹脂発泡体又はゴム発泡体からな
る合成樹脂発泡弾性体を鋼索に跨挿して該合成樹脂発泡
体又はゴム発泡体半円柱状衝撃吸収材を金属緩衝板に接
着固定したことを特徴とする衝撃吸収材一体ガードケー
ブル。
1. A guard cable composed of metal columns and a plurality of steel ropes, which are regularly juxtaposed on the shoulders of a road, has a metal buffer plate fixed to the road-facing surface of the columns, and has a semi-cylindrical shape on the road side corresponding to the columns. Impact characterized in that a synthetic resin foam elastic body made of synthetic resin foam or rubber foam is laid across a steel rope, and the synthetic resin foam or rubber foam semi-cylindrical shock absorber is adhesively fixed to a metal buffer plate. Absorber integrated guard cable.
【請求項2】鋼索を介して路肩側に規則的に並立し支柱
に固着した金属製緩衝板と鋼索に対して道路側に半円柱
状の合成樹脂発泡体又はゴム発泡体からなる合成樹脂発
泡弾性体の半円曲面部を道路面に合成樹脂発泡体又はゴ
ム発泡体の平板部を鋼索を跨挿して金属製緩衝板に接着
させ、該半円柱状合成樹脂発泡体又はゴム発泡体の鋼索
より路肩側に貫通した固定棒で脱落を防止したことを特
徴とする請求項1記載の衝撃吸収材一体ガードケーブ
ル。
2. A synthetic resin foam made of a synthetic resin foam or a rubber foam which has a semi-columnar shape on the road side with respect to the steel rope and a metal buffer plate which is regularly juxtaposed to the road shoulder side via steel ropes and fixed to the support. The semicircular curved surface of the elastic body is used as the road surface, and the flat plate portion of the synthetic resin foam or rubber foam is attached to the metal buffer plate by straddling the steel rope, and the semicylindrical synthetic resin foam or rubber foam steel rope is attached. 2. The shock absorbing material integrated guard cable according to claim 1, wherein a fixing rod penetrating more toward the road shoulder side prevents the falling off.
【請求項3】鋼索を跨挿する半円柱状合成樹脂発泡体又
はゴム発泡体の道路側に位置する部分に複数の金属板片
を内蔵させることを特徴とする請求項1及び請求項2記
載の衝撃吸収材一体ガードケーブル。
3. A semi-cylindrical synthetic resin foam or rubber foam straddling a steel rope, wherein a plurality of metal plate pieces are incorporated in a portion located on the road side. Shock absorber integrated guard cable.
【請求項4】半円柱状合成樹脂発泡体又はゴム発泡体の
表面(外皮)が硬質合成樹脂エラストマー(ゴム)弾性
体で内部が軟質合成樹脂発泡弾性体又はゴム発泡弾性体
であることを特徴とする請求項1、請求項2及び請求項
3記載の衝撃吸収材一体ガードケーブル。
4. A semi-cylindrical synthetic resin foam or rubber foam whose surface (outer skin) is a hard synthetic resin elastomer (rubber) elastic body and whose inside is a soft synthetic resin foam elastic body or rubber foam elastic body. The shock absorbing material integrated guard cable according to claim 1, claim 2 or claim 3.
JP2869394A 1994-02-28 1994-02-28 Impact absorber-integrated guard cable Withdrawn JPH07238518A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2869394A JPH07238518A (en) 1994-02-28 1994-02-28 Impact absorber-integrated guard cable

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2869394A JPH07238518A (en) 1994-02-28 1994-02-28 Impact absorber-integrated guard cable

Publications (1)

Publication Number Publication Date
JPH07238518A true JPH07238518A (en) 1995-09-12

Family

ID=12255566

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2869394A Withdrawn JPH07238518A (en) 1994-02-28 1994-02-28 Impact absorber-integrated guard cable

Country Status (1)

Country Link
JP (1) JPH07238518A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1085799C (en) * 1997-07-02 2002-05-29 本田技研工业株式会社 Cable protector
JP2004156426A (en) * 2002-09-09 2004-06-03 Hanai Seisakusho:Kk Shock absorbing structure for guardrail

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1085799C (en) * 1997-07-02 2002-05-29 本田技研工业株式会社 Cable protector
JP2004156426A (en) * 2002-09-09 2004-06-03 Hanai Seisakusho:Kk Shock absorbing structure for guardrail

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