JPH01210514A - Shock support member for fender - Google Patents

Shock support member for fender

Info

Publication number
JPH01210514A
JPH01210514A JP63033893A JP3389388A JPH01210514A JP H01210514 A JPH01210514 A JP H01210514A JP 63033893 A JP63033893 A JP 63033893A JP 3389388 A JP3389388 A JP 3389388A JP H01210514 A JPH01210514 A JP H01210514A
Authority
JP
Japan
Prior art keywords
support member
impact
shock
bending
receiving plate
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.)
Pending
Application number
JP63033893A
Other languages
Japanese (ja)
Inventor
Shinichi Kajigaya
梶ケ谷 真一
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.)
Bridgestone Corp
Original Assignee
Bridgestone Corp
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 Bridgestone Corp filed Critical Bridgestone Corp
Priority to JP63033893A priority Critical patent/JPH01210514A/en
Publication of JPH01210514A publication Critical patent/JPH01210514A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/30Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways

Abstract

PURPOSE:To display a stable shock absorbing function regardless of the direction of a shock by forming a bending section in a shock support member and inducting S-shaped deformation. CONSTITUTION:The surface 3a of a shock support member 3 is bent in the direction of expansion at an angle alpha, preferably, 180 deg.>alpha>=150 deg., toward the quaywall 1 side at the intermediate position of the surface 1a of the quaywall and the rear 2a of a shock receiving plate, preferably, the position of 0.2H-0.35H from the surface 1a of the quaywall to the clearance H of these both surfaces 1a, 2a, and minimum wall thickness T at the position 4 of the bending extends over 0.2H-0.3H. The positions of the bending 4 are formed on the shock receiving plate 2 side or both the quaywall 1 side or the shock receiving plate 2 side. When the positions of the bending 4 is placed on the surface toward the shock receiving plate 2, it is desirable that the position of the bending is placed at the position of 0.2H-0.35H from the rear 2a of the shock receiving plate.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、一端を、岸壁その他の接舷施設の表面に、
そして他端を、受衝板の裏面にそれぞれ取付けることに
て使用に供され、受衝板に作用する接舷衝撃を、自身の
弾性変形によって吸収する、ほぼ板状の防舷材用支衝部
材に関し、とくには、接舷衝撃の作用方向のいかんを問
わず、常に安定した衝撃吸収機能を発揮するものである
[Detailed Description of the Invention] (Industrial Application Field) This invention provides a method for attaching one end to the surface of a quay or other alongside facility.
The other end is attached to the back side of the impact plate for use, and is a substantially plate-shaped fender support that absorbs the side impact acting on the impact plate by its own elastic deformation. Regarding the member, in particular, it is one that always exhibits a stable shock absorbing function regardless of the direction of action of the alongside impact.

(従来の技術) ゴムもしくはゴム弾性材料を主体としてなる従来のこの
種の防舷材用支衝部材としては、たとえば実公昭49−
34319号公報に開示さたものがある。
(Prior Art) As a conventional support member for fenders of this kind mainly made of rubber or rubber elastic material, for example,
There is one disclosed in Publication No. 34319.

これは、二枚で一対をなす支衝部材のそれぞれを、その
底面に直角をなして厚さ方向に向く平面をもって切断さ
れる断面形状が平行四辺形をなす板状体にて構成したも
のであり、かかる支衝部材は、その二枚を一対として、
それぞれの底面を接舷施設の表面に、そしてそれらの頂
面を受衝板の裏面にそれぞれ取付けることにより、それ
らの両支衝部材を、接舷施設の方向へ向けて漸次拡開す
る相対姿勢とすることにて防舷材を構成することができ
る。
This consists of a pair of supporting members, each of which is a plate-shaped body whose cross-sectional shape is a parallelogram when cut with a plane that is perpendicular to the bottom surface and faces in the thickness direction. Yes, such supporting members are made of two pieces as a pair.
By attaching their respective bottom surfaces to the surface of the berthing facility and their top surfaces to the back surface of the impact receiving plate, a relative posture in which both of these supporting members are gradually expanded toward the berthing facility. By doing so, a fender can be constructed.

ここで、このうよな防舷材によれば、受衝板への接舷衝
撃の作用は、両支衝板の、ほぼS字状をなす屈曲によっ
て有効に吸収されることになる。
According to such a fender, the action of the impact on the impact plate when coming alongside is effectively absorbed by the substantially S-shaped bending of both support plates.

(発明が解決しようとする課題) ところが、かかる従来技術にあたっては、支衝部材の断
面形状が平行四辺形をなしており、そこにはそれのS字
状をなす屈曲のための誘導部材が全く存在しないことか
ら、接舷衝撃が、受衝板表面と直交する方向に作用する
場合はともかくとして、大部分の接舷衝撃がそうである
ように、受衝板表面に沿う方向の分力をも有する場合に
は、支衝部材の、S字状をなす屈曲態様を常に実現する
ことは実質的に不可能であって、実際には、支衝部材は
、接舷衝撃毎に異った変形挙動を示すことになり、これ
がため、支衝部材の衝撃吸収性能が大きく変動すること
になるという問題があった。
(Problem to be Solved by the Invention) However, in this prior art, the cross-sectional shape of the support member is a parallelogram, and there is no guiding member for bending the support member into an S-shape. Since there is no such force, apart from the case where the side impact acts in a direction perpendicular to the surface of the impact plate, the component force in the direction along the surface of the impact plate is In this case, it is virtually impossible to always realize the S-shaped bending mode of the support member, and in reality, the support member has a different bending shape for each side impact. This causes a problem in that the shock absorbing performance of the support member varies greatly.

この発明は、従来技術のかかる問題を有利に解決するも
のであり、接舷衝撃の作用のいかんを問わず、常に安定
した衝撃吸収機能を発揮することができる防舷材用支衝
部材を提供すのものである。
The present invention advantageously solves the problems of the prior art, and provides a fender support member that can always exhibit a stable shock absorbing function regardless of the effects of side impact. It belongs to

(課題を解決するための手段) この発明の防舷材用支衝部材は、相互に平行をなす接舷
施設表面および受衝板裏面に取り付けられて、それらの
両面に対して傾斜姿勢をなす支衝部材の、接舷施設に向
く表面および受衝仮に向く表面の少なくとも一方の表面
を、接舷施設表面と受衝板裏面との中間位置で、外側へ
向けて拡開する向きに屈折させたものである。
(Means for Solving the Problems) The fender supporting member of the present invention is attached to the surface of the alongside facility and the back surface of the impact plate, which are parallel to each other, and forms an inclined attitude with respect to both surfaces. At least one of the surfaces of the support member, the surface facing the berth facility and the surface facing the impact receiving plate, is bent at an intermediate position between the surface of the berthing facility and the back surface of the impact receiving plate in a direction in which it expands outward. It is something that

(作 用) この防舷材用支衝部材では、好ましくは屈折表面の拡開
角度αを、180°〉α≧150°とするとともに、各
屈折位置を、接舷施設表面と受衝板裏面との距離Hに対
し、支衝部材の取付面から0.2H〜0.35Hの距離
に設定することにより、接舷衝撃の作用に際しては、そ
の屈折部分が、支4Ji部材の変形誘導部分として機能
することになり、その屈曲変形の態様は、接舷衝撃の作
用方向のいかんを問わず、ほぼ一定となるので、常に安
定した衝撃吸収機能を発揮することができる。
(Function) In this fender support member, preferably the expansion angle α of the refracting surface is 180°>α≧150°, and each refractive position is set between the surface of the fender and the back of the impact plate. By setting the distance from the mounting surface of the support member to 0.2H to 0.35H with respect to the distance H from The mode of the bending deformation is almost constant regardless of the direction in which the side impact is applied, so that a stable shock absorption function can always be exhibited.

(実施例) 以下にこの発明の実施例を図面に基づいて説明する。(Example) Embodiments of the present invention will be described below based on the drawings.

第1図はこの発明の一実施例を示す横断面図であり、図
中1は接舷施設の一例としての岸壁を、2は受衝板をそ
れぞれ示し、また3は、全体として板状をなし、図では
岸壁lの上下方向へ延在する防舷材用支衝部材を示す。
FIG. 1 is a cross-sectional view showing one embodiment of the present invention, in which 1 represents a quay as an example of a berth facility, 2 represents an impact plate, and 3 represents a plate-like structure as a whole. None, the figure shows a fender support member extending in the vertical direction of the quay l.

ここでは、通常は二枚で一対をなすそれぞれの支衝部材
3の一端を、岸壁1の表面1aに、そして他端を、受衝
板2の裏面2aにそれぞれ取付けることにより、支衝部
材3を、実質的に平行をなすそれらの面11a、 12
aに対して傾いて位置させて、図からは明らかではない
が、対をなすそれぞれの支衝部材を、岸壁側へ向けて漸
次拡開する相対姿勢とする。
Here, one end of each of the supporting members 3, which normally form a pair, is attached to the surface 1a of the quay 1, and the other end is attached to the back surface 2a of the impact plate 2. , their substantially parallel surfaces 11a, 12
Although it is not clear from the figure, each pair of supporting members is positioned at an angle with respect to the quay side, and is in a relative position in which they gradually expand toward the quay side.

かかる支衝部材3において、この例では、それの、岸壁
lに向く表面3aを、岸壁表面1aと受衝板裏面2aと
の中間位置、好ましく、それらの両面1a+2aの離間
距離Hに対し、岸壁表面1aから0.2H〜0.35H
の位置で、岸壁側へ、角度αで拡開する向きに屈折させ
て、好ましくはその拡開角度αを、180°〉α≧15
06とし、そして、その屈折位置4における最小肉厚T
を、0.2H〜0.3Hとする。
In this example, in this bracing member 3, the surface 3a facing the quay l is located at an intermediate position between the quay wall surface 1a and the back surface 2a of the impact plate, preferably at a distance H between the two surfaces 1a+2a. 0.2H to 0.35H from surface 1a
At the position, it is bent toward the quay side in the direction of expansion at an angle α, and preferably the expansion angle α is 180°〉α≧15.
06, and the minimum thickness T at the bending position 4
is set to 0.2H to 0.3H.

ここで、表面3aの屈折位置4を、岸壁表面1aから0
.2H〜0.35Hに選択し、また、その屈折位置4の
拡開角度αを180°〉α≧150°とし、さらに、そ
の屈折位置4での最小肉厚Tを、0.2H〜0.3Hと
するのは、接舷衝撃の作用方向のいかんを問わず、衝撃
部材3の変形形状を常にS字状に導いて、安定した衝撃
吸収機能を発揮せしめるという理由によるものである。
Here, the refraction position 4 of the surface 3a is set to 0 from the quay wall surface 1a.
.. 2H to 0.35H, the expansion angle α of the refraction position 4 is set to 180°>α≧150°, and the minimum thickness T at the refraction position 4 is set to 0.2H to 0.35H. The reason why 3H is selected is that the deformed shape of the impact member 3 is always guided into an S-shape regardless of the direction of action of the side impact, so that a stable impact absorption function can be exhibited.

またここでは、支衝部材3の、岸壁lへの取付部5を、
その支衝部材3の岸壁1との隣接部分で、それの、受衝
板2に向く表面側から設けた窪み6内に形成するととも
に、受衝板2への取付部7を、その支衝部材3の受衝板
2との隣接部分で、岸壁1に向く表面側から設けた窪み
8内に形成し、そして、これらのそれぞれの取付部5,
7には、それらの取付部5,7から、支衝部材3の本体
部分3bまで達する剛性材料製の補強板9,10を、岸
壁表面1aおよび受衝板表面2aと平行にそれぞれ埋設
することによって、取付部5,7の荷重支持能力を担保
する。
In addition, here, the attachment part 5 of the support member 3 to the quay l is
The support member 3 is formed in a recess 6 provided from the surface side facing the impact plate 2 in a portion adjacent to the quay wall 1, and the attachment portion 7 to the impact plate 2 is attached to the support member 3. Formed in a recess 8 provided from the surface side facing the quay wall 1 in a portion of the member 3 adjacent to the impact receiving plate 2, and each of these mounting portions 5,
7, reinforcing plates 9 and 10 made of a rigid material extending from the attachment parts 5 and 7 to the main body portion 3b of the support member 3 are buried parallel to the quay wall surface 1a and the impact plate surface 2a, respectively. This ensures the load supporting ability of the mounting parts 5 and 7.

なおここで、それぞれの取付部5,7を形成するための
それぞれの窪み6,8は、前述したそれぞれの表面とは
逆の表面側から形成することも可能であり、また、それ
らの窪み6,8の断面輪郭は、取付部5.7の締付表面
を、岸壁表面11aおよび受衝板裏面12aと平行に形
成し得る限りにおいて、所要に応じて種々に変更するこ
とができる。
Note that the recesses 6 and 8 for forming the respective mounting portions 5 and 7 can also be formed from the surface side opposite to the respective surfaces described above, and the recesses 6 , 8 can be varied as required, as long as the tightening surface of the mounting portion 5.7 can be formed parallel to the quay wall surface 11a and the back surface 12a of the impact plate.

第2,3図はそれぞれ、この発明の他の実施例を示す横
断面図であり、第2図に示す実施例は、支衝部材3の、
受衝板2に向く表面3cを、前述した実施例の表面3a
の場合と同様、好ましくは、受衝板裏面2aから、0.
2 H〜0.35Hの位置11で、受衝板側へ角度αで
拡開する向きに屈折させて、これも好ましくは、その拡
開角度αを180 ’ >α≧150°、その屈折位置
11での最小肉厚T@0.2 HN3.3Hとしたもの
である。
2 and 3 are cross-sectional views showing other embodiments of the present invention, and the embodiment shown in FIG.
The surface 3c facing the impact plate 2 is the same as the surface 3a of the embodiment described above.
As in the case of 0.0, preferably from the back surface 2a of the impact receiving plate.
At position 11 between 2H and 0.35H, it is bent in the direction of expanding at an angle α toward the impact receiving plate, and preferably, the expansion angle α is 180′ >α≧150°, and the bending position The minimum wall thickness T@0.2HN3.3H in No. 11 is used.

また、第3図に示す例は、第1図に示す例と、第2図に
示す例とを組合わせたものであり、支衝部材3の、岸壁
1に向く表面3aおよび受衝仮2に向く表面3cのそれ
ぞれを、前述したそれぞれの例と同様に屈折させたもの
である。
The example shown in FIG. 3 is a combination of the example shown in FIG. 1 and the example shown in FIG. Each of the surfaces 3c facing the direction is bent in the same manner as in each of the above-mentioned examples.

以上のように構成してなるそれぞれの支衝部材3は、受
衝板2に、その表面と直交する向きの接舷衝撃が作用し
た場合には、第4図に示すように、最も薄肉となる屈折
位置での、屈曲変形の誘導に基づいて弾性変形して、常
にS字状をなす変形態様を示すので、接舷衝撃に対して
、極めて安定した衝撃吸収機能を発揮することができる
As shown in FIG. 4, each of the supporting members 3 configured as described above has the thinnest thickness when a side impact in a direction perpendicular to the surface of the impact receiving plate 2 is applied to the impact receiving plate 2. Because it is elastically deformed based on the induction of bending deformation at the bending position, and always exhibits an S-shaped deformation pattern, it can exhibit an extremely stable shock absorption function against side impact.

そして、このことは、接舷衝撃が、受衝板2の表面に沿
う方向の分力を有す°る場合にもほぼ同様であり、かる
場合にもまた、それぞれの支衝部材3は、第5図に示す
ように、屈折位置の変形誘導作用の下で、常にほぼS字
状をなす形状に弾性変形することになり、これがため、
十分安定した衝撃吸収機能を発揮することができる。
This is almost the same when the side impact has a force component in the direction along the surface of the impact receiving plate 2, and in such a case, each supporting member 3 is As shown in Fig. 5, under the deformation-inducing effect of the bending position, it is always elastically deformed into an almost S-shape, and as a result,
It can exhibit a sufficiently stable shock absorption function.

(発明の効果) かくして、この発明によれば、支衝部材の、接舷施設に
向く表面および受衝仮に向く表面の少なくとも一方の表
面を、外側へ向けて拡開する向きに屈折させることによ
り、接舷衝撃の作用方向のいかんを問わず、支衝部材の
変形態様をほぼ一定ならしめることができ、この故に、
常に安定した衝撃吸収機能を発揮することができ、併せ
て、耐久性の有効なる向上をもたらすことができる。
(Effects of the Invention) Thus, according to the present invention, by bending at least one of the surface of the support member facing the alongside facility and the surface facing the impact receiving facility in the direction of expanding outward. , regardless of the direction of action of the side impact, the deformation of the support member can be made almost constant; therefore,
It is possible to always exhibit a stable shock absorption function, and at the same time, it is possible to effectively improve durability.

【図面の簡単な説明】[Brief explanation of the drawing]

第1〜3図はそれぞれこの発明の実施例を示す横断面図
、 第4.5図はそれぞれの支衝部材の変形状態を示す図で
ある。 1・・・岸壁       1a・・・表面2・・・受
衝板      2a・・・裏面3・・・支衝部材  
   3a、 3c・・・表面3b・・・本体部分  
   4.11・・・屈折位置5.7・・・取付部  
  6.8・・・窪み□ °      °−°−−N
\ 第3図 第4図 正常圧縮変形 ↓
1 to 3 are cross-sectional views showing embodiments of the present invention, and FIG. 4.5 is a diagram showing a deformed state of each supporting member. 1... Quay wall 1a... Surface 2... Impact receiving plate 2a... Back surface 3... Support member
3a, 3c...Surface 3b...Body part
4.11...Bending position 5.7...Mounting part
6.8... Depression □ ° °−°−−N
\ Figure 3 Figure 4 Normal compression deformation ↓

Claims (1)

【特許請求の範囲】[Claims] 1、一端を接舷施設の表面に、他端を受衝板の裏面にそ
れぞれ取付けられて、実質的に平行をなすそれらの両面
に対して傾いて位置する、ほぼ板状の防舷材用支衝部材
において、その支衝部材の、接舷施設に向く表面および
受衝板に向く表面の少なくとも一方の表面を、接舷施設
表面と受衝板裏面との中間位置で、外側へ向けて拡開す
る向きに屈折させたことを特徴とする防舷材用支衝部材
1. For fenders that are approximately plate-shaped, with one end attached to the surface of the berthing facility and the other end attached to the back side of the impact receiving plate, and located at an angle with respect to both sides, which are substantially parallel. In the support member, at least one of the surface facing the berth facility and the surface facing the impact plate is turned outward at an intermediate position between the surface of the berth facility and the back surface of the impact plate. A support member for a fender characterized by being bent in an expanding direction.
JP63033893A 1988-02-18 1988-02-18 Shock support member for fender Pending JPH01210514A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63033893A JPH01210514A (en) 1988-02-18 1988-02-18 Shock support member for fender

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63033893A JPH01210514A (en) 1988-02-18 1988-02-18 Shock support member for fender

Publications (1)

Publication Number Publication Date
JPH01210514A true JPH01210514A (en) 1989-08-24

Family

ID=12399208

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63033893A Pending JPH01210514A (en) 1988-02-18 1988-02-18 Shock support member for fender

Country Status (1)

Country Link
JP (1) JPH01210514A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6309140B1 (en) * 1999-09-28 2001-10-30 Svedala Industries, Inc. Fender system
JP2012072563A (en) * 2010-09-28 2012-04-12 Bridgestone Corp Fender

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6309140B1 (en) * 1999-09-28 2001-10-30 Svedala Industries, Inc. Fender system
US6551010B1 (en) 1999-09-28 2003-04-22 Metso Minerals Industries, Inc. Energy absorbing impact system
US6692191B2 (en) 1999-09-28 2004-02-17 Metso Minerals Industries, Inc. Fender system
JP2012072563A (en) * 2010-09-28 2012-04-12 Bridgestone Corp Fender

Similar Documents

Publication Publication Date Title
US3494607A (en) Impact energy absorbing fluid cushion structure
JPH01210514A (en) Shock support member for fender
US6342288B1 (en) Shock absorbing material
JP2008013124A (en) Energy absorbing member for personal protection
JP2000006741A (en) Shock absorber
JP2002030828A (en) Brace damper
JP3418830B2 (en) Water stoppage material for play spaces
GB2032050A (en) Cushioning fender structure
JP2008156925A (en) Buffering unit and impact receiving structure
JP4956340B2 (en) Building or building reinforcement
KR20090013631A (en) Fender
JP3173205B2 (en) Bumper reinforcement for vehicles
JP2004011273A (en) Base-isolation damper
JP7450997B1 (en) Shock absorbing structure and bumper core material
EP0400237A1 (en) Support member for marine fender
JPS61249856A (en) Bumper support structure for automobile
JP3341384B2 (en) Mall structure
JP2001182037A (en) Fender
JP2520625Y2 (en) Shock absorber for coupler
JPH0241378Y2 (en)
JPH11152707A (en) Expansible joint for bridge
JP2003011750A (en) Bumper structure for automobile
JPH0737979Y2 (en) Instrument panel fixing structure
JP2602882B2 (en) Support member for fender
KR100262174B1 (en) Vibration absorption equipment for roof body panel of car