JPH0325112A - Device for preventing excessive compression for fender - Google Patents

Device for preventing excessive compression for fender

Info

Publication number
JPH0325112A
JPH0325112A JP1155789A JP15578989A JPH0325112A JP H0325112 A JPH0325112 A JP H0325112A JP 1155789 A JP1155789 A JP 1155789A JP 15578989 A JP15578989 A JP 15578989A JP H0325112 A JPH0325112 A JP H0325112A
Authority
JP
Japan
Prior art keywords
fender
deformation
support member
ship
rivet
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
JP1155789A
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 JP1155789A priority Critical patent/JPH0325112A/en
Publication of JPH0325112A publication Critical patent/JPH0325112A/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 lessen impact by constructing the title device of a support member supporting a fixing member attached with a fender in a way of being capable of sliding back and forth and fixing the same to a structure body and a brittle breaking member interposed between the support member and the fixing member. CONSTITUTION:The title device is constructed of a fender 1 made of elastic body such as rubber or the like, a fixing member 5 made of steel plate, a support member 10 made of steel plate and rivets 15 for shear breaking acting as brittle breaking members. When dynamic load exceeding breaking load of the rivets 15 is applied to the device by a floating body such as a ship or the like, the rivets 15 are broken making the fixing member 5 instantaneously slide toward a quaywall 16 for a stroke allowable for the sliding. Furthermore, the fender 1 recovers its displacement quantity from the quantity made by the sliding and absorbs kinetic energy of the ship by deformation made by regenerated reaction force. Thereby buffer operation of the device can be improved.

Description

【発明の詳細な説明】 産栗上見赴里允立 本発明は、岸壁等の構造物に船舶等の浮遊体を接舷する
時、または接舷中に、前記船舶等の浮遊体と前記岸壁等
の構造物との間に生ずる衝撃を緩和する防舷材に関する
ものである。
[Detailed Description of the Invention] The present invention provides a method for connecting a floating body such as a ship and the aforementioned floating body when coming alongside a structure such as a quay, or during coming alongside a structure such as a quay. This relates to fenders that reduce the impact that occurs between them and structures such as quays.

従漣m虚 従来、この種の防舷材には、公開実用新案公報昭56−
184891に開示されたようなものがあった.この考
案は第8図に示すように、防舷材01の密閉空間02内
に固形状のゴム等の弾性体03からなるストッパーを取
付けたものであり、防舷材01へ船舶等の浮遊体によっ
て動的大荷重が負荷された時、防舷材01の変形がその
許容変形量を越えた時点から、防舷材01の内面を弾性
体03に当接させ弾性体03を変形させることによって
前記動的大荷重の運動エネルギーを吸収させ、防舷材0
1を破壊から防止しようとするものであった。
Previously, this type of fender material was published in the Public Utility Model Publication 1983-
There was something like the one disclosed in 184891. As shown in Fig. 8, this device has a stopper made of an elastic body 03 such as solid rubber installed in a sealed space 02 of a fender 01, and a floating body such as a ship is attached to the fender 01. When a large dynamic load is applied, from the point at which the deformation of the fender 01 exceeds its allowable deformation amount, the inner surface of the fender 01 is brought into contact with the elastic body 03 and the elastic body 03 is deformed. The fender absorbs the kinetic energy of the large dynamic load and
1 from being destroyed.

■ <”しよ゛と る1 しかし、このような防舷材では、第8図に示すように、
密閉空間内に設置された弾性体を圧縮した場合、船舶等
の浮遊物に与える反力は防舷材Olの許容変形量を越え
た変形による反発力と弾性体03の変形による反発力の
合計されたものとなって反力が過大となるばかりでなく
、弾性体o3の最大変形量も大きくないため、両者が変
形の極限に達してもまだ船舶等の浮遊物の運動エネルギ
ーを吸収し切れない場合が多く、直接剛体たる岸壁等の
構造物から大きな反力を受け、船体等の浮遊物が受ける
荷重が過大となって、当該船舶等の構造物を損傷する惧
れがあった. また、緩衝部材の密閉空間内にストッパーを設けており
、メンテナンスができず、あるいは防舷材全体の変形量
が減少してしまい、弾性的変形による吸収エネルギーが
小さくなる等の問題があった。
■ <"Shiyotoru1" However, with this type of fender, as shown in Figure 8,
When an elastic body installed in a closed space is compressed, the reaction force exerted on floating objects such as ships is the sum of the repulsion force due to deformation exceeding the allowable deformation of the fender OL and the repulsion force due to deformation of the elastic body 03. Not only will the reaction force become excessive, but also the maximum deformation of the elastic body O3 is not large, so even if both reach the limit of deformation, they will still not be able to absorb the kinetic energy of floating objects such as ships. In many cases, there was no such structure, and as a result, floating objects such as the hull of a ship would receive a large reaction force directly from a rigid structure such as a quay, and the load received by floating objects such as the ship's hull would become excessive, which could cause damage to the ship's structure. Further, since the stopper is provided in the sealed space of the buffer member, there are problems such as maintenance is not possible or the amount of deformation of the entire fender is reduced, which reduces the energy absorbed by elastic deformation.

さらに、過大な変形により、緩衝部材を損傷してその復
元力を奪い、防舷装置としての機能を低下もしくは消失
させる惧れがあった。
Furthermore, excessive deformation may damage the buffer member, depriving it of its restoring force, and reducing or eliminating its function as a fender.

るた の   び 本発明は、このような難点を克服した防舷材の過圧縮防
止装置の改良に係り、防舷材と、該防舷材を前面に着脱
可能に取付ける取付け部材と、該取付け部材より後方に
位置し該取付け部材を前後方向へ摺動可能に支持して前
記構造物に固着された支持部材と、該支持部材および前
記取付け部材に介装された脆性破壊部材とより構威され
たことを特徴とするものである。
The present invention relates to an improvement of an overcompression prevention device for fenders that overcomes such difficulties, and includes a fender, a mounting member for removably attaching the fender to the front surface, and a mounting member for removably attaching the fender to the front surface of the fender. A support member located behind the member and slidably supporting the attachment member in the front-rear direction and fixed to the structure, and a brittle fracture member interposed in the support member and the attachment member. It is characterized by the fact that

また上記の手段に加えて、前記脆性破壊部材に対して並
列に前記支持部材および取付け部材に弾性部材が介装さ
れたことを特徴とするものである。
In addition to the above means, the present invention is characterized in that an elastic member is interposed in the support member and the attachment member in parallel with the brittle fracture member.

本発明は上記のように構威されているから、防舷装置に
船舶等の浮遊物から動的荷重が負荷されると、その防舷
材は反力を発生させながら変形して前記船舶等の浮遊物
の運動エネルギーを吸収する。この反力は当該船舶等の
浮遊物に伝達されると共に、前記取付け部材および前記
支持部材を介して岸壁等の構造物に伝達される。この反
力が前記脆性破壊部材の破壊荷重以内である間は、前記
取付け部材は摺動しない。
Since the present invention is configured as described above, when a dynamic load is applied to the fender from a floating object such as a ship, the fender deforms while generating a reaction force, causing the fender to deform while generating a reaction force. absorbs the kinetic energy of floating objects. This reaction force is transmitted to the floating object such as the ship, and is also transmitted to a structure such as a quay via the attachment member and the support member. As long as this reaction force is within the fracture load of the brittle fracture member, the attachment member does not slide.

しかし、前記船舶等の浮遊物から受ける動的荷重が大き
く、前記脆性破壊部材の破壊荷重を越えた場合、同脆性
破壊部材が破壊され、前記取付け部材が瞬時に摺動して
、摺動許容ストロークだけ前記岸壁等の構造物の方向に
後退する。船舶等の浮遊物はその大きな慣性によって急
激な運動は出来ないため、前記防舷材はその変形量を摺
動分回復し、同防舷材は再び反力を発生させながら変形
して前記船舶等の浮遊物の運動エネルギーを吸収するこ
とが可能になる。
However, if the dynamic load received from floating objects such as the ship is large and exceeds the fracture load of the brittle fracture member, the brittle fracture member will be destroyed and the mounting member will instantly slide, allowing sliding. It retreats in the direction of the structure such as the quay by the stroke. Floating objects such as ships cannot move rapidly due to their large inertia, so the fender recovers the amount of deformation due to sliding, and the fender deforms again while generating a reaction force, causing the fender to deform and return to the ship. It becomes possible to absorb the kinetic energy of floating objects such as

上記のような作用によって、前記船舶等の運動エネルギ
ーが防舷装置によって吸収されてしまった時点で、前記
船舶等の浮遊物の運動は停止し、前記防舷材の変形も停
止する。
Due to the above-mentioned action, when the kinetic energy of the ship or the like is absorbed by the fender, the movement of the floating object on the ship or the like stops, and the deformation of the fender also stops.

次いで、前記防舷材の変形によって生じた反力によって
、前記船舶等の浮遊物は前記岸壁等の構造物とは反対の
方向に付勢されて徐々に移動し、それにつれて前記防舷
材は変形量を回復しなから反力を失って、当該防舷装置
の1サイクルの緩衝作用は完結する。
Next, due to the reaction force generated by the deformation of the fender, the floating object such as the ship is urged in a direction opposite to the structure such as the quay and gradually moves, and as the fender is The reaction force is lost before the amount of deformation is recovered, and one cycle of the buffering action of the fender device is completed.

また前述のとおり、前記脆性破壊部材が破壊した時、前
記取付け部材は摺動許容ストロークだけ前記岸壁等の構
造物の方向へ瞬時に後退するが、この時前記取付け部材
の防舷材取付け面の裏側と前記支持部材の前端縁とが衝
突する。この衝撃力がかなり大きいと予測される場合に
は、前記脆性破壊部材に対して並列に前記取付け部材お
よび前記支持部材に弾性部材を介装することによって、
前記取付け部材の瞬時の後退運動を緩速し、その衝撃力
を緩和することができる. 本発明に係る防舷装置は、前記したように船舶等の浮遊
体が岸壁等の構造物に接舷する場合、何らかの事由によ
って防舷材の計画最大吸収エネルギーを越える動的荷重
を防舷材に負荷したとしても、設定変形量を越えて過大
に圧縮されることもなければ、また過大な反力を発生さ
せることもなく、より大きな衝撃エネルギーを吸収する
ことができるため、前記防舷材は勿論、前記船舶等の浮
遊体および前記岸壁等の構造物に損傷を与えることはな
い。
Furthermore, as described above, when the brittle fracture member breaks, the mounting member instantly retreats by the allowable sliding stroke toward the structure such as the quay, but at this time, the fender mounting surface of the mounting member The back side collides with the front edge of the support member. If this impact force is predicted to be quite large, by interposing an elastic member in the attachment member and the support member in parallel with the brittle fracture member,
The instantaneous backward movement of the mounting member can be slowed down and the impact force can be alleviated. As described above, when a floating object such as a ship comes alongside a structure such as a quay, the fender device according to the present invention absorbs a dynamic load that exceeds the planned maximum absorption energy of the fender due to some reason to the fender. Even if a load is applied to the fender, it will not be excessively compressed beyond the set deformation amount, nor will it generate an excessive reaction force, and can absorb larger impact energy. Of course, there is no damage to floating bodies such as the ships and structures such as the quays.

また前記脆性破壊部材の破壊時の衝撃力がかなり大きい
と予測される場合にも、前述の通り弾性部材を介装する
ことによって、前記防舷材は勿論、当該船舶等及び当該
岸壁等の構造物に過大な衝撃を与えることはない。
In addition, even if the impact force at the time of the fracture of the brittle fracture member is predicted to be quite large, by interposing the elastic member as described above, it is possible to protect not only the fender but also the structure of the ship, etc., the quay, etc. Do not apply excessive shock to objects.

さらに脆性破壊部材の形状は単純で、その剪断破壊荷重
の設定は容易であり、同脆性破壊部材に耐蝕性のある材
料を用い、前記取付け部材および前記支持部材の接合部
の強度を同脆性破壊部材の強度より大きく取っておくこ
とによって、前記取付け部材および前記支持部材は同脆
性破壊部材の破壊によって損傷することはなく、設計が
容易で耐久性に優れている。
Furthermore, the shape of the brittle fracture member is simple, and the shear fracture load thereof can be easily set. By setting the strength to be greater than the strength of the members, the mounting member and the supporting member are not damaged by the fracture of the brittle fracture member, and are easy to design and have excellent durability.

さらにまた、前記脆性破壊部材は通常の接舷荷重では破
壊せず、もし過大な荷重によって破壊した場合でも、防
舷材と取付け部材および支持部材と岸壁等の構造物とは
、それぞれ着脱可能に取付けられているため、容易に当
該防舷装置を岸壁等の構造物から離脱させて陸揚げして
、破壊した前記脆性破壊部材を取替えることができる。
Furthermore, the brittle fracture members do not break under normal embankment loads, and even if they do break due to excessive loads, the fender and attachment members, and the support members and structures such as quays, can be attached and detached from each other. Since the fender is attached, the fender can be easily detached from a structure such as a quay and landed, and the broken brittle member can be replaced.

また、どのようなタイプの防舷材や緩衝材にも適用でき
、前記摺動部のストロークを適当に選定することによっ
て、防舷装置の性能を任意に設定することができる。
Further, it can be applied to any type of fender or cushioning material, and by appropriately selecting the stroke of the sliding portion, the performance of the fender can be set arbitrarily.

さらに、構造が簡単で、製造コストが低い等の利点があ
る。
Furthermore, it has advantages such as simple structure and low manufacturing cost.

遺』範健 以下、第1図に図示された本発明の一実施例について説
明する。
Hereinafter, one embodiment of the present invention illustrated in FIG. 1 will be described.

第1図において、防舷装置Aは前方より(以下接舷船舶
等の浮遊物側を「前」とし、岸壁側を「後」とする)防
舷材1、取付け部材5、支持部材10によって構威され
、水平な同軸上に配置されて岸壁16に固着されている
In Fig. 1, the fender A is installed from the front (hereinafter, the side of floating objects such as ships alongside is referred to as the "front", and the side of the quay side is referred to as the "rear") by the fender 1, the mounting member 5, and the support member 10. It is arranged horizontally and coaxially and fixed to the quay wall 16.

防舷材lはゴム等の弾性体からなり、その本体は中心線
O−Oを中心とする厚肉円筒中空状に或形され、前端面
には接舷船舶等の浮遊物との摩擦に充分耐え得る補強が
施されるとともに、平滑な接舷緩衝面部2が形威されて
おり、後端縁にはフランジ部3が外周に突出して形成さ
れ、図示しない取付けボルト用の円孔が円周方向に沿っ
て所定間隔毎に配設されている。
The fender l is made of an elastic material such as rubber, and its main body is shaped like a thick-walled hollow cylinder centered on the center line O-O. In addition to being reinforced to withstand sufficient strength, a smooth berthing buffer surface 2 is formed, and a flange 3 is formed on the rear edge to protrude to the outer periphery, and circular holes for mounting bolts (not shown) are formed in the shape. They are arranged at predetermined intervals along the circumferential direction.

取付け部材5は鋼板よりなり、前面に防舷材1を密着支
承し周縁部に前記防舷材1のフランジ部3の円孔と対置
する円孔を円周方向に配設した円板状の取付け板6と、
同取付け板6に前端縁部が溶接されて水平に延び後端縁
部が後述の支持部材10の円筒部12に一部嵌挿されう
る円筒部8とを有し、取付けFi6の外径は防舷材lの
フランジ部3の外径と略等しくなっている。
The mounting member 5 is made of a steel plate, and is a disc-shaped member that tightly supports the fender 1 on the front surface and has circular holes arranged in the circumferential direction on the peripheral edge thereof, opposite to the circular holes of the flange portion 3 of the fender 1. a mounting plate 6;
The mounting plate 6 has a cylindrical portion 8 whose front end edge is welded to extend horizontally, and whose rear end edge can be partially fitted into a cylindrical portion 12 of a supporting member 10, which will be described later. It is approximately equal to the outer diameter of the flange portion 3 of the fender l.

支持部材10は鋼板よりなり、後面に岸壁に埋設した図
示しないアンカーボルト用の円孔を円周方向に配設した
円板リング状のフランジ部1lと、同フランジ部11の
内縁に沿って後端縁部が溶接されて水平に延び、前端縁
部に取付け部材5の円筒部8の後端縁部を嵌挿する円筒
部l2とを有している。
The support member 10 is made of a steel plate, and has a circular ring-shaped flange portion 1l in which circular holes for anchor bolts (not shown) buried in the quay wall are disposed in the circumferential direction on the rear surface, and a rear portion along the inner edge of the flange portion 11. It has a cylindrical portion l2 whose end edge is welded and extends horizontally, and into which the rear end edge of the cylindrical portion 8 of the mounting member 5 is fitted into the front end edge.

円筒部l2の内径は取付け部材5の円筒部8の外径と略
等しく、同円筒部8が摺動可能になっており、支持部材
10の円筒部l2の長さは取付け部材5の円筒部8の長
さと略等しく設定されており、取付け部材5が後退して
その先端が岸壁l6に接触した時に、同時に円筒部l2
の先端に取付け板6が接触しうるようになっている。フ
ランジ部1lの幅は前記アンカーボルトを締着するに必
要な充分なものになっている。
The inner diameter of the cylindrical portion l2 is approximately equal to the outer diameter of the cylindrical portion 8 of the mounting member 5, and the cylindrical portion 8 is slidable. 8, and when the mounting member 5 retreats and its tip contacts the quay l6, the cylindrical part l2 simultaneously
The mounting plate 6 can come into contact with the tip. The width of the flange portion 1l is sufficient to tighten the anchor bolt.

取付け部材5の円筒部8と支持部材10の円筒部12の
咲挿部には、両者を貫通する円孔9、13が円周上に配
設され、脆性破壊部材たる剪断破壊用のリベッ口5が挿
通されて鋲着されている.前記嵌挿部の長さは、リベッ
目5の剪断破壊荷重に対して充分に耐え得る長さとなっ
ている。また円筒部8は、リベット15の剪断破壊時に
は、円筒部12内を前後方向に摺動可能となっている。
Circular holes 9 and 13 are disposed on the circumference of the cylindrical portion 8 of the mounting member 5 and the cylindrical portion 12 of the support member 10 on the circumference, and are provided with rivet holes for shear fracture as a brittle fracture member. 5 is inserted and riveted. The length of the insertion portion is such that it can sufficiently withstand the shear breaking load of the rivet seams 5. Further, the cylindrical portion 8 is capable of sliding in the longitudinal direction within the cylindrical portion 12 when the rivet 15 is sheared and broken.

さらにリベット15の材料には耐蝕性を有し且つ取付け
部材5および支持部材10の材料より若干軟質のものが
用いられている。
Furthermore, the material used for the rivet 15 is one that has corrosion resistance and is slightly softer than the materials for the mounting member 5 and the support member 10.

防舷材lと取付け部材5とは円孔を挿通ずるボルト4の
先端にナット7が螺着されることによって着脱可能に強
固に締着されており、支持部材10と岸壁16とはフラ
ンジ部11の円孔を貫通したアンカーボル目4の先端に
ナット17が螺着されることにより着脱可能に強固に密
着して締着されている。
The fender l and the mounting member 5 are removably fastened firmly by screwing a nut 7 onto the tip of a bolt 4 inserted through a circular hole, and the support member 10 and the quay wall 16 are connected to each other through a flange portion. A nut 17 is screwed onto the tip of the anchor bolt 4 passing through the circular hole 11, so that the nut 17 is firmly and removably fastened.

前記ボルト14およびナッl−17には耐蝕性の材料ま
たは耐蝕処理の施されたものが用いられている。
The bolt 14 and the nut 17 are made of a corrosion-resistant material or are treated with corrosion-resistant material.

第2図は、上記第1実施例における反カー変位dl+線
を示し、縦軸に船舶等の荷重、即ち防舷材lの反力Fを
取り、横軸に防舷材lの変形量Δを取っている。曲線E
は使用した防舷材1の反カー変位に関する弾性特性を示
している。したがって横軸と曲vAEとに囲まれた面積
、即ち面積0−E Pl−a−Oおよび面積a−Pi−
P2 b−aの合計は、防舷材lの変形による吸収エネ
ルギー(T−M)の総量を示している。実験結果によれ
ば、防舷材lの計画最大荷重を100とし、リベット1
5の剪断破壊荷重を1IOとした場合、防舷材lの反力
がlOOに達した時の変形量はその最大変形量の52.
5%であり、リベット15の剪断破壊荷重110に達し
た点における防舷材1の変形量はその最大変形量の55
%であった。またリベットl5の剪断破壊によって、そ
の変形量を取付け部材5の摺動ストロークlだけ瞬時に
回復し、さらに変形を続けて荷重が再び110に達する
迄に吸収したエネルギーの総量は、この過圧縮防止装置
を使用しない場合に吸収されるエネルギーの42%増し
であった。
FIG. 2 shows the anti-car displacement dl+ line in the first embodiment, where the vertical axis shows the load of the ship, that is, the reaction force F of the fender l, and the horizontal axis shows the deformation amount Δ of the fender l. is taking. Curve E
shows the elastic properties of the used fender 1 regarding anti-car displacement. Therefore, the area surrounded by the horizontal axis and the curve vAE, that is, the area 0-E Pl-a-O and the area a-Pi-
The sum of P2 b-a indicates the total amount of absorbed energy (T-M) due to deformation of the fender l. According to the experimental results, the planned maximum load of fender L is 100, and rivet 1 is
If the shear failure load of 5 is 1IO, the amount of deformation when the reaction force of fender l reaches 100 is the maximum deformation of 52.
5%, and the amount of deformation of the fender 1 at the point where the shear failure load of the rivet 15 reaches 110 is 55% of the maximum deformation amount.
%Met. Furthermore, due to the shear failure of the rivet 15, the amount of deformation is instantly recovered by the sliding stroke 1 of the mounting member 5, and the total amount of energy absorbed until the deformation continues and the load reaches 110 again is the amount of energy that prevents overcompression. This was 42% more energy than would be absorbed without the device in use.

このことから明らかなように、船舶等に与える最大反力
は、防舷材lの計画最大反力の110%を越えることは
なく、船舶等を過大な反力によって用傷することはない
。また防舷材1に無理な変形を与えることもなく、大き
な吸収エネルギーを得ることができ、たとえリベット1
5が剪断破壊しても、防舷材1の反復使用には何ら支障
はない。さらに取付け部材5および支持部材10はリベ
ット15よりも硬度の高い材料でしかも接合部の強度は
りヘットl5の剪断破壊荷重より大きくしてあるために
、リベット15の剪断破壊によって、リベット15を挿
通した円孔9、13周辺に損傷を与えることはなく、防
舷装置Aを岸壁16から離脱して揚陸し、再組立てして
リベット15を健全なものと交換すれば、他の部材は交
換または修理の必要がなく、この過圧縮防止装置は再使
用できる。なおリベット15の剪断破壊時には取付け部
材5と支持部材10との接合は解除されるが、このとき
取付け部材5が摺動して支持部材IOにストロークlだ
け深く嵌挿されるために防舷材1および取付け部材5が
水中に転落することはない。
As is clear from this, the maximum reaction force exerted on the ship, etc. will not exceed 110% of the planned maximum reaction force of the fender l, and the ship, etc. will not be injured by excessive reaction force. In addition, a large amount of absorbed energy can be obtained without causing unreasonable deformation to the fender 1, and even if the rivet 1
Even if the fender 5 undergoes shear failure, there will be no problem in the repeated use of the fender 1. Furthermore, since the mounting member 5 and the support member 10 are made of a material harder than the rivet 15, and the strength of the joint is greater than the shear failure load of the head l5, the rivet 15 is inserted through the shear failure of the rivet 15. Without causing any damage to the areas around the holes 9 and 13, the fender A can be removed from the quay 16, landed, reassembled, and replaced with a sound rivet 15, and other parts can be replaced or repaired. This overcompression prevention device can be reused. Note that when the rivet 15 is sheared and broken, the connection between the attachment member 5 and the support member 10 is released, but at this time, the attachment member 5 slides and is inserted deeply into the support member IO by the stroke l, so that the fender 1 And the mounting member 5 will not fall into the water.

また、この実施例では、上記のように、脆性破壊部材た
るリベッ口5の剪断破壊荷重を防舷材1の計画最大反力
の110%に・、リベッ目5の剪断破壊時における防舷
材の変形をその最大変形量の55%に、取付け部材5の
摺動ストロークlを防舷装置Aがこの過圧縮防止装置を
備えない場合の42%増しになるように設定したが、こ
れらの設定値は上記に限るものではなく、リベットl5
の剪断破壊荷重における防舷材lの変形量が、復元可能
で繰り返し使用に耐え得る範囲であれば、任意に設定す
ることができる。
In addition, in this embodiment, as described above, the shear failure load of the rivet 5, which is a brittle fracture member, is set to 110% of the planned maximum reaction force of the fender 1, and the fender at the time of shear failure of the rivet 5 The deformation was set to 55% of its maximum deformation amount, and the sliding stroke l of the mounting member 5 was set to be 42% more than when fender A is not equipped with this overcompression prevention device. The value is not limited to the above, but the rivet l5
The amount of deformation of the fender l under the shear failure load of can be arbitrarily set as long as it is within a range that can be restored and withstand repeated use.

さらに脆性破壊部材たるリベット15はボルトに代える
こともできる。
Further, the rivet 15, which is a brittle fracture member, can be replaced with a bolt.

さらにまた、防舷材1の形状は円筒形に限るものではな
く、取付け部材5の円筒部8および支持部材10の円筒
部l2も円筒に限るものではない。取付け部材と支持部
材が摺動可能に、該脆性破壊部材によって接合され、脆
性破壊部材の破壊によって防舷材がその変形を回復し、
再度変形して船舶等の浮遊物の運動エネルギーを吸収で
きるものであれば良い。
Furthermore, the shape of the fender 1 is not limited to a cylindrical shape, and the cylindrical portion 8 of the attachment member 5 and the cylindrical portion l2 of the support member 10 are also not limited to a cylindrical shape. The attachment member and the support member are slidably joined by the brittle fracture member, and the fender recovers its deformation due to the fracture of the brittle fracture member;
Any material that can deform again and absorb the kinetic energy of floating objects such as ships may be used.

第3図は第1の実施例における円筒中空型防舷材1を円
筒中実型のものに代えた第2の実施例の反カー変形曲線
と吸収エネルギーを示している。
FIG. 3 shows the anti-kerr deformation curve and absorbed energy of a second embodiment in which the hollow cylindrical fender 1 of the first embodiment is replaced with a solid cylindrical fender.

構造と作用については同じであり、詳述しない。The structure and action are the same and will not be described in detail.

第4図は第3の実施例を示している。本実施例において
は取付け部材5と支持部材IOとの中間に円筒部材20
を介装しその前端縁部に取付け部材5の円筒部8の後縁
端部を嵌挿し、該円筒部材20の後縁端部を支持部材1
0の円筒部l2に嵌挿して、それぞれの嵌挿代の中心線
円周上に脆性破壊部材たるリベット21、22を貫通し
て鋲着している。リベット22の剪断破壊強度はリベッ
l−21の剪断破壊強度より若干高くし、円筒部材20
の長さは取付け部材5の円筒部8の長さおよび支持部材
10の円筒部l2の長さと略等しく設定されている。
FIG. 4 shows a third embodiment. In this embodiment, a cylindrical member 20 is provided between the mounting member 5 and the support member IO.
The rear edge of the cylindrical portion 8 of the mounting member 5 is inserted into the front edge of the support member 1, and the rear edge of the cylindrical member 20 is inserted into the front edge of the
It is inserted into the cylindrical portion l2 of No. 0, and riveted to the center line circumference of each insertion allowance by passing through rivets 21 and 22, which are brittle breakage members. The shear fracture strength of the rivet 22 is slightly higher than that of the rivet l-21, and the cylindrical member 20
The length of is set to be approximately equal to the length of the cylindrical portion 8 of the attachment member 5 and the length of the cylindrical portion l2 of the support member 10.

まず防舷材1の反力がリベッI−21の剪断破壊荷重を
越えると、リベッ}21が剪断破壊されてストロークl
だけ取付け部材5が後方に摺動し、防舷材1は変形を回
復して再変形が可能になり、肪舷材lが再変形してその
反力がリベット2lの剪断破壊荷重を越えると、リベッ
}21が剪断破壊されてストロークlだけ取付け部材5
がさらに後方に摺動し、さらに防舷材lは再変形が可能
になる。このように本実施例においては、防舷材lは2
段にその変形を回復するため、第1の実施例と同じ防舷
材を使用しても、吸収エネルギーの総量が増大し、防舷
装置の緩衝能力が向上する。その他の作用については第
1の実施例と同じであるから詳述しない。
First, when the reaction force of the fender 1 exceeds the shear failure load of the rivet I-21, the rivet 21 is sheared and the stroke l
When the mounting member 5 slides backward, the fender 1 recovers its deformation and becomes possible to deform again, and when the fender l deforms again and its reaction force exceeds the shear breaking load of the rivet 2l. , rivet} 21 is sheared and the mounting member 5 is damaged by a stroke l.
slides further aft, and the fender l becomes able to deform again. In this way, in this example, the fender l is 2
Since the deformation is recovered in stages, even if the same fender as in the first embodiment is used, the total amount of absorbed energy increases and the buffering capacity of the fender device is improved. Other functions are the same as those in the first embodiment, and will not be described in detail.

第5図は、第4の実施例を示している。本実施例におい
ては、第1の実施例に追加して厚肉円筒形の弾性体23
がその前後端面を取付け部材5の取付け板8の後面と岸
壁16の前面に接し、その軸芯を同一にして、率付け部
材5の円筒部8および支持部材lOの円筒部12の間に
脆性破壊部材たるリベット15に対して並列に介装され
ている。該弾性体23の弾性特性は第6図に示すように
、取付け部材5の摺動ストロークlに対して充分な最大
変形量を有する特性となっており、その変形量がストロ
ークlに達した時の発生反力は、リベット15が剪断破
壊して取付け部材5がストロークlだけ摺動し、防舷材
lがその変形をlだけ回復した時に発生する反力よりも
小さくなっている. 従って、防舷材1の反力がリベット15の剪断破壊荷重
を越えて、リベットl5が剪断破壊すると、取付け部材
5は弾性体23を圧縮しなから摺動後退するが、弾性体
23の反力は第6図のように増大して行くため、それに
つれて摺動後退速力は減少し、支持部材10の円筒部l
2の前端縁は取付け部材5の取付け板6の後面に静かに
当接する.このように弾性体23は、リベッ目5の剪断
破壊時における、取付け部材5の瞬時の後退を緩速して
その衝撃を緩和するとともに、第6図に斜線を施した面
積に相当するエネルギーを、リベット15の剪断破壊後
取付け部材5が摺動ストロークlだけ後退する間に吸収
して防舷装置の緩衝能力を向上させることができる. 第7図は第5の実施例を示している。本実施例では第4
の実施例における弾性体23が、その後端面を岸壁16
の前面にのみ接し、その前端面は取付け部材5の取付け
板6の後面からdだけ離れている。この実施例において
は、リベット15の剪断破壊時に取付け部材5は瞬時に
dだけ後退し、防舷材lもdだけ瞬時にその変形を回復
し、それ以降弾性体23を圧縮しながら変形を摺動スト
ロークlまで回復し、弾性体23はf−dだけ圧縮変形
する。
FIG. 5 shows a fourth embodiment. In this embodiment, in addition to the first embodiment, a thick cylindrical elastic body 23
has its front and rear end surfaces in contact with the rear surface of the mounting plate 8 of the mounting member 5 and the front surface of the quay wall 16, and their axes are the same, and a brittle material is formed between the cylindrical portion 8 of the rating member 5 and the cylindrical portion 12 of the support member IO. It is interposed in parallel with the rivet 15, which is a breaking member. As shown in FIG. 6, the elastic properties of the elastic body 23 are such that the maximum amount of deformation is sufficient for the sliding stroke l of the mounting member 5, and when the amount of deformation reaches the stroke l, The reaction force generated is smaller than the reaction force generated when the rivet 15 is sheared and the attachment member 5 slides by a stroke l, and the fender l recovers its deformation by l. Therefore, when the reaction force of the fender 1 exceeds the shear failure load of the rivet 15 and the rivet 15 is sheared, the attachment member 5 slides back without compressing the elastic body 23, but the reaction force of the elastic body 23 As the force increases as shown in FIG. 6, the sliding backward speed decreases, and the cylindrical portion l of the support member 10
The front edge of 2 gently contacts the rear surface of the mounting plate 6 of the mounting member 5. In this way, the elastic body 23 slows down the instantaneous retreat of the mounting member 5 and cushions the impact when the rivet seam 5 breaks due to shearing, and also absorbs energy corresponding to the shaded area in FIG. After the shear failure of the rivet 15, the mounting member 5 can absorb the sliding stroke l while it retreats, thereby improving the buffering capacity of the fender. FIG. 7 shows a fifth embodiment. In this example, the fourth
The elastic body 23 in the embodiment
, and its front end surface is separated from the rear surface of the mounting plate 6 of the mounting member 5 by a distance d. In this embodiment, when the rivet 15 is sheared, the attachment member 5 retreats by d, and the fender 1 instantly recovers from its deformation by d, and thereafter the deformation is removed while compressing the elastic body 23. The dynamic stroke 1 is recovered, and the elastic body 23 is compressed and deformed by f-d.

この実施例では弾性体23の最大変形量を摺動ストロー
クlだけ確保し難い場合に採用すれば有効である。
This embodiment is effective when it is difficult to ensure the maximum amount of deformation of the elastic body 23 by the sliding stroke l.

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

第l図は第1の実施例の要部の構造を示す縦断面図、第
2図は第1の実施例における反カー変位曲線(斜線部面
積は吸収エネルギーの量)を示す、第3図は第1の実施
例における防舷材を異なったタイプのもの(中実型)と
交換した第2の実施例における反カー変位曲線(斜線部
面積は吸収エネルギーの量)を示す、第4図は第3図の
実施例の要部の構造を示す縦断面図、第5図は第4の実
施例の要部の構造を示す縦断面図、第6図は第4の実施
例に使用された弾性体の反カー変位曲線(斜線部面積は
吸収エネルギーの!)を示す、第7図は第5の実施例の
要部の構造を示す縦断面図、第8図は従来の過圧縮防止
装置付防舷材の要部の構造を示す縦断面図である。 1・・・防舷材、2・・・接舷緩衝面部、3・・・フラ
ンジ部、4・・・ボルト、5・・・取付け部材、6・・
・取付け板、7・・・ナット、8・・・円筒部、9・・
・円孔、10・・・支持部材、11・・・フランジ部、
l2・・・円筒部、13・・・円孔、14・・・ボルト
、l6・・・岸壁、l7・・・ナット、20・・・円筒
部材、21 22・・・リベット、23・・・弾性体。
Fig. 1 is a longitudinal sectional view showing the structure of the main part of the first embodiment, Fig. 2 shows the anti-Kerr displacement curve in the first embodiment (the area of the shaded area is the amount of absorbed energy), and Fig. 3 FIG. 4 shows the anti-kerr displacement curve (the area of the shaded area is the amount of absorbed energy) in the second embodiment in which the fender in the first embodiment was replaced with a different type (solid type). is a vertical sectional view showing the structure of the main part of the embodiment shown in FIG. 3, FIG. 5 is a longitudinal sectional view showing the structure of the main part of the fourth embodiment, and FIG. Fig. 7 is a longitudinal sectional view showing the structure of the main part of the fifth embodiment, and Fig. 8 is a conventional overcompression prevention method. It is a longitudinal cross-sectional view showing the structure of the main part of the fender with the device. DESCRIPTION OF SYMBOLS 1... Fender material, 2... Buffer side part, 3... Flange part, 4... Bolt, 5... Mounting member, 6...
・Mounting plate, 7... Nut, 8... Cylindrical part, 9...
・Circular hole, 10... Support member, 11... Flange part,
l2... Cylindrical part, 13... Circular hole, 14... Bolt, l6... Quay, l7... Nut, 20... Cylindrical member, 21 22... Rivet, 23... Elastic body.

Claims (2)

【特許請求の範囲】[Claims] (1)船舶等の浮遊体を接舷する岸壁等の構造物に取付
ける防舷材等の緩衝装置において、防舷材と、該防舷材
を前面に着脱可能に取付ける取付け部材と、該取付け部
材より後方に位置し該取付け部材を前後方向へ摺動可能
に支持して前記構造物に固着された支持部材と、該支持
部材および前記取付け部材に介装された脆性破壊部材と
より構成されたことを特徴とする防舷材の過圧縮防止装
置。
(1) In a shock absorbing device such as a fender that is attached to a structure such as a quay that accompanies a floating object such as a ship, the fender, the mounting member that removably attaches the fender to the front, and the attachment A support member is located rearward of the member and is fixed to the structure by supporting the attachment member so as to be slidable in the front-rear direction, and a brittle fracture member is interposed between the support member and the attachment member. A fender overcompression prevention device characterized by:
(2)前記脆性破壊部材に対して並列に前記支持部材お
よび取付け部材に弾性部材が介装されたことを特徴とす
る防舷材の過圧縮防止装置。
(2) An overcompression prevention device for a fender, characterized in that an elastic member is interposed in the support member and the attachment member in parallel with the brittle fracture member.
JP1155789A 1989-06-20 1989-06-20 Device for preventing excessive compression for fender Pending JPH0325112A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1155789A JPH0325112A (en) 1989-06-20 1989-06-20 Device for preventing excessive compression for fender

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1155789A JPH0325112A (en) 1989-06-20 1989-06-20 Device for preventing excessive compression for fender

Publications (1)

Publication Number Publication Date
JPH0325112A true JPH0325112A (en) 1991-02-01

Family

ID=15613463

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1155789A Pending JPH0325112A (en) 1989-06-20 1989-06-20 Device for preventing excessive compression for fender

Country Status (1)

Country Link
JP (1) JPH0325112A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5658633A (en) * 1995-09-18 1997-08-19 Frommelt Industries Of Canada Inc. Loading dock bumpers

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5658633A (en) * 1995-09-18 1997-08-19 Frommelt Industries Of Canada Inc. Loading dock bumpers

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