JP4443804B2 - Fender - Google Patents

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Publication number
JP4443804B2
JP4443804B2 JP2001246993A JP2001246993A JP4443804B2 JP 4443804 B2 JP4443804 B2 JP 4443804B2 JP 2001246993 A JP2001246993 A JP 2001246993A JP 2001246993 A JP2001246993 A JP 2001246993A JP 4443804 B2 JP4443804 B2 JP 4443804B2
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Japan
Prior art keywords
fender
condition
reinforcing plate
leg
corners
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JP2001246993A
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JP2003055938A (en
Inventor
明男 見寄
和資 岩崎
洋 野入
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Sumitomo Rubber Industries Ltd
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Sumitomo Rubber Industries Ltd
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    • 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

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Description

【0001】
【発明の属する技術分野】
本発明は、船舶などの岸壁への接岸時および係留時に緩衝材として機能する防舷材に関するものである。
【0002】
【従来の技術】
従来の防舷材について、図5および図6を参照して説明する。図5は、断面形状を奥行き方向(図5中矢印Aに示す方向)に引伸ばした外形形状を有した防舷材200の外形形状を示し、図6は、断面形状を周方向(図6中矢印Bに示す方向)に展開した外形形状(閉型形状:図においては一部断面にて示す)を有した防舷材300を示す。
【0003】
図5に示す防舷材200は、受衝部205と、この受衝部205から後方に向けて二股状に延びるように設けられる支承脚部203および支承脚部204と、この支承脚部203,204を岸壁等に取付けるための取付脚部201および取付脚部202とが、弾性材料により一体に形成されている。また、受衝部205および取付脚部201,202には、補強的な観点から矩形の断面形状からなり、図中矢印Aに示す方向に延びる受衝部補強板205a,脚部補強板201a,202aが埋設されている。
【0004】
一方、図6に示す防舷材300は、円形の受衝部303と、この受衝部303から後方に向けて拡がるとともに、円筒状に延びるように設けられる支承脚部302と、支承脚部302を岸壁等に取付けるためのリング状の取付脚部301とが、弾性材料により一体に形成されている。また、受衝部303には、補強的な観点に基き円板形状からなる補強板303aが埋設され、取付脚部301にも、補強的な観点に基きリング形状からなる補強板301aが埋設されている。
【0005】
【発明が解決しようとする課題】
上記形状からなる防舷材は、その目的から岸壁等に固定配置され、また、長期間使用される。したがって、衝撃を緩衝するという性能が最も重要であるが、耐久性に優れていること、すなわち破断しないことも防舷材を評価する上で重要な要因となる。
【0006】
防舷材が破断する要因としては、防舷材の支承脚部末端での弾性部材の破断が挙げられる。さらに詳しく検討した結果、補強板201a,202aの断面形状は矩形形状をなしており、面と面とが交差して形成される角部に強く応力が集中して作用していることを見出した。たとえば、図7に示すように、補強板201a,202aの内側領域Aに曲げモーメントMが加わる結果、補強板201a,202aの角部を中心にして弾性部材に亀裂Kが生じる。これにより、弾性部材が破損し、この破損箇所から海水が内部に侵入して、補強板201a,202aに錆びが発生する。その結果、弾性部材と補強板201a,202aとの間の接着力が低下し、弾性部材の剥離が生じて、防舷材自体が岸壁から脱落するおそれがある。同様に、補強板201a,202aの外側領域A’に曲げモーメントM’が加わる場合においても、補強板201a,202aの角部を中心にして弾性部材に亀裂が生じることが考えられる。このような現象は、図6に示す形状の防舷材でも同様のことが言える。
【0007】
したがって、この発明は上記問題点を解決することを目的とし、補強板を原因とする弾性部材の亀裂発生の防止を可能とする構造を有する防舷材を提供することにある。
【0008】
【課題を解決するための手段】
上記課題を解決するため、発明者は種々検討を行なった結果、補強板の形状の最適化を図ることにより、補強板を原因とする弾性部材の亀裂発生の防止が可能であることを見出した。
【0009】
したがって、この発明に基いた防舷材においては、受衝部と、この受衝部から後方に向けて延びるように設けられる支承脚部と、この支承脚部を岸壁等に取付けるための取付脚部とが、弾性材料により一体に形成された防舷材であって、上記受衝部および上記取付脚部の少なくともいずれか一方には、補強板が埋設され、上記補強板の2面が交差する少なくとも長手方向のいずれかまたはすべての角部には、次に示す条件1または条件2の面取りが施されている。
【0010】
条件1:[補強板厚さ(t)/100]≦面取り半径(R)≦[補強板幅(L)×100]
条件2:[tan-1(t/100L)]≦面取り角(θ)≦[tan-1(100t/t)]
このように、上記各条件を満足する面取りを補強板の角部に施すことにより、補強板の角部における弾性部材への応力集中が緩和され、弾性部材への亀裂発生を防止することが可能となる。
【0011】
また、より好ましい条件として、上記条件1および条件2は、好ましくは下記条件3または条件4それらの組合わせである。
【0012】
条件3:[補強板厚さ(t)/10]≦面取り半径(R)≦[補強板幅(L)×10]
条件4:[tan-1(t/10L)]≦面取り角(θ)≦[tan-1(10t/t)]
この条件を採用することにより、効果的に補強板の角部における弾性部材への応力集中が緩和され、弾性部材への亀裂発生を防止することが可能となる。
【0013】
また、上記発明において好ましくは、上記補強板は、上記取付脚部に設けられ、上記補強板は、端面部分が対向するように配置され、内側において対向する位置にある上記補強板の長手方向の上記角部に、上記面取りが施される。さらに好ましくは、上記補強板の上記角部の上記受衝部側に面取りが施される。このように、亀裂が発生し易い補強板の角部に集中して面取りを施すことにより、効果的に効果的に補強板の角部における弾性部材への応力集中が緩和され、弾性部材への亀裂発生を防止することが可能となる。
【0014】
【発明の実施の形態】
以下、この発明に基づいた一実施の形態における防舷材の構造について、図1を参照して説明する。なお、図1は本実施の形態における防舷材100の全体構成を示す斜視図である。
【0015】
図1を参照して、本実施の形態における防舷材100は、図5を用いて説明した従来技術における防舷材200と基本的には同じ構造を有し、受衝部105と、この受衝部105から後方に向けて二股状に延びるように設けられる支承脚部103および支承脚部104と、この支承脚部103,104を岸壁等に取付けるための取付脚部101および取付脚部102とが、弾性材料により一体に形成されている。また、受衝部105および取付脚部101,102には、補強的な観点から矩形の断面形状からなり、図中矢印Aに示す方向に延びる受衝部補強板105a,脚部補強板101a,102aが埋設されている。
【0016】
ここで、本実施の形態における防舷材100の特徴的構造は、防舷材100に埋設される、脚部補強板101a,102aの形状にある。この脚部補強板101a,102aの形状として、脚部補強板101a,102aの相互の内側において対向する位置にある脚部補強板101a,102aの受衝部105側の角部(図中X1,X2で囲む領域)に、所定の面取りが施されている。ここで、脚部補強板の角部とは、脚部補強板101aで説明した場合、図2に示すように、脚部補強板101aを構成する6つの面M1〜M6の面が交差する角部を意味し、M1とM2とが交差することによって形成される角部C1、M1とM4とが交差することによって形成される角部C2、M1とM3とが交差することによって形成される角部C3、M1とM5とが交差することによって形成される角部C4、M6とM2とが交差することによって形成される角部C5、M6とM4とが交差することによって形成される角部C6、M6とM3とが交差することによって形成される角部C7、M6とM5とが交差することによって形成される角部C8、M2とM5とが交差することによって形成される角部C9、M2とM4とが交差することによって形成される角部C10、M4とM3とが交差することによって形成される角部C11、およびM3とM5とが交差することによって形成される角部C12が挙げられ、本実施の形態の場合、脚部補強板101aにおいては、角部C4に所定の面取りが施され、脚部補強板102aにおいては、同様に角部が存在し、角部C2に対応する位置に面取りが施されている。なお、脚部補強板101a,102aの受衝部105側の角部に面取りを施すようにしたのは、この部分に最も応力が集中すると考えられるからである。
【0017】
ここで、脚部補強板101a,102aの角部に施される面取りの条件としては、下記条件1または条件2を挙げることができる。条件1は、図3(a)に示す角部の面取り半径(R)を示し、条件2は、図3(b)に示す角部の面取り各(θ)を示す(図中、L1=5mm、t1=16mm)。なお、条件中、tは脚部補強板の板厚を示し、Lは脚部補強板の幅を示す。
【0018】
条件1:[補強板厚さ(t)/100]≦面取り半径(R)≦[補強板幅(L)×100]
条件2:[tan-1(t/100L)]≦面取り角(θ)≦[tan-1(100t/t)]
また、上記条件1において、さらに好ましい条件として下記条件3を満たす面取り半径(R)が選択され、上記条件2において、さらに好ましい条件として下記条件4を満たす面取り角(θ)が選択される。なお、条件3および条件4の両方を同時に満足する条件の設定も可能である。
【0019】
条件3:[補強板厚さ(t)/10]≦面取り半径(R)≦[補強板幅(L)×10]
条件4:[tan-1(t/10L)]≦面取り角(θ)≦[tan-1(10t/t)]
(実施例)
(防舷材100)
次に、上記条件1を満たす面取りが施された防舷材100の実施例、およびその防舷材100における繰返し圧縮試験結果について、図4を参照しながら、説明する。なお、防舷材100の取付脚部101,102の寸法、およびこの取付脚部101,102に埋設された脚部補強板101a,102aの寸法は、図4および以下に示すとおり、板厚(t)=16mm、幅(L)=258mm、奥行長(H)=960mm、面取り半径(R)=5mmであり、また、脚部補強板の材質の材質としては、SS400相当の鋼鈑が用いられる。ここで、面取り半径(R)=5mmは、[16mm/10]≦面取り半径(R)≦[258mm×10]を満足する値である。なお、防舷材100に用いられる、弾性部材としては、天然ゴムとブタジエンゴムとをブレンドしたゴム部材を用いた。また、防舷材100の寸法としては、高さ400mm、長さ100mmである。
【0020】
(繰返し圧縮試験)
上記諸元を満足する脚部補強板を埋設した防舷材100と、面取り加工が施されていない、従来形状の防舷材200とを比較して、繰返し圧縮試験を行なった。なお、繰返し圧縮試験としては、圧縮率50%[圧縮率=((変形前防舷材高さ−変形後防舷材高さ)/変形前高さ)×100]になるまで、防舷材の受衝部側を取付脚部側に向けて圧縮変位させた後に、圧縮率が0%まで徐々に変位を元に戻す耐久圧縮連続試験を10000回繰返し行なった。
【0021】
(圧縮試験結果)
防舷材に破断が発生する回数を比較したところ、面取り加工が施されていない従来形状の防舷材200の場合、約3000回で破断箇所(クラック)が発生した。一方、面取り加工を施した本実施例に基く防舷材100の場合、10000回繰返し試験を行なった後においても、破断箇所(クラック)は発生しなかった。
【0022】
(作用・効果)
以上、本実施の形態における防舷材においては、防舷材100に埋設される脚部補強板101a,102aの角部の所定箇所に所定の面取り加工を施すことにより、受衝部105に外力Fが加わり、取付脚部101および取付脚部102のそれぞれの内側領域に、回転モーメントMがそれぞれ加わることになった場合においても、角部における応力集中が緩和され、脚部補強板101a,102aからの弾性部材の剥離が防止されることにより、防舷材の耐久性を大きく向上させることが可能になる。
【0023】
なお、上記実施の形態においては、脚部補強板101a,102aの相互の内側において対向する位置にある補脚部強板101a,102aの受衝部105側の長手方向の角部に面取りを施す場合について説明したが、応力が集中すると思われる他の角部(図2を参照した場合、角部C1〜C12から選択される角部)にも、上記条件1〜条件4を満足する面取り加工を施すことが可能である。また、取付脚部に設けられる脚部補強板だけでなく、受衝部に設けられる受衝部補強板に対しても面取り加工を施すことが可能である。
【0024】
また、防舷材の種類についても、図1に示す外形形状を有する防舷材だけでなく、従来構造の図6に示す外形形状を有する防舷材の受衝部に設けられる受衝部補強板、および取付脚部に設けられる脚部補強板に対しても、同様に面取り加工を施すことにより、同様の作用効果を得ることができる。なお、この場合の条件1〜条件4中の補強板幅(L)は、補強板の直径に読み替えることにより、条件設定が可能である。
【0025】
なお、今回開示された実施の形態はすべての点で例示であって制限的なものではないと考えられるべきである。本発明の範囲は上記した説明ではなくて特許請求の範囲によって画定され、特許請求の範囲と均等の意味および範囲内でのすべての変更が含まれることが意図される。
【0026】
【発明の効果】
本発明に基づいた防舷材によれば、補強板の角部に所定の面取りを施すことにより、補強板の角部における弾性部材への応力集中が緩和されることにより、弾性部材への亀裂発生が防止され、防舷材の耐久性能を向上させることが可能になる。
【図面の簡単な説明】
【図1】 この発明に基づいた実施の形態における防舷材100の構造を示す全体斜視図である。
【図2】 この発明に基づいた実施の形態における防舷材100に埋設される補強板101aの全体斜視図である。
【図3】 (a)および(b)は、補強板101aの面取り加工を説明するための部分拡大断面図である。
【図4】 この発明に基づいた実施の形態における防舷材100の実施例における、寸法関係を説明するための部分拡大断面図である。
【図5】 従来技術における防舷材200の構造を示す全体斜視図である。
【図6】 従来技術における防舷材300の構造を示す全体斜視図である。
【図7】 従来技術における防舷材200の問題点を説明するための模式図である。
【符号の説明】
100 防舷材、101,102 取付脚部、103,104 支承脚部、105 受衝部、101a,102a 脚部補強板、105a 受衝部補強板、C1〜C12 角部、M1〜M6 面。
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to fenders that function as cushioning materials when docking and mooring to a quay such as a ship.
[0002]
[Prior art]
A conventional fender will be described with reference to FIGS. 5 and 6. FIG. FIG. 5 shows the outer shape of the fender 200 having an outer shape obtained by extending the cross-sectional shape in the depth direction (the direction indicated by arrow A in FIG. 5), and FIG. 6 shows the cross-sectional shape in the circumferential direction (FIG. 6). The fender 300 having an outer shape (closed shape: shown in a partial cross section in the figure) developed in the direction indicated by the middle arrow B is shown.
[0003]
A fender 200 shown in FIG. 5 includes an impact receiving portion 205, a support leg 203 and a support leg 204 provided so as to extend in a bifurcated manner from the impact receiving portion 205 to the rear, and the support leg 203. , 204 are attached to a quay or the like, and an attachment leg 201 and an attachment leg 202 are integrally formed of an elastic material. In addition, the impact receiving portion 205 and the mounting leg portions 201 and 202 have a rectangular cross-sectional shape from a reinforcing viewpoint and extend in the direction indicated by the arrow A in the figure, and the impact receiving portion reinforcing plate 205a, leg portion reinforcing plate 201a, 202a is buried.
[0004]
On the other hand, the fender 300 shown in FIG. 6 includes a circular receiving portion 303, a supporting leg portion 302 that extends from the receiving portion 303 to the rear and extends in a cylindrical shape, and a supporting leg portion. Ring-shaped attachment legs 301 for attaching 302 to a quay or the like are integrally formed of an elastic material. In addition, a reinforcing plate 303a having a disk shape is embedded in the impact receiving portion 303 from a reinforcing viewpoint, and a reinforcing plate 301a having a ring shape is embedded in the mounting leg 301 from a reinforcing viewpoint. ing.
[0005]
[Problems to be solved by the invention]
The fender having the above shape is fixedly disposed on a quay or the like for the purpose, and is used for a long time. Therefore, the performance of buffering the impact is the most important, but excellent durability, that is, not breaking is also an important factor in evaluating the fender.
[0006]
As a factor that the fender is broken, the elastic member is broken at the end of the support leg portion of the fender. As a result of further detailed investigation, it was found that the cross-sectional shapes of the reinforcing plates 201a and 202a are rectangular, and that stress is strongly concentrated and acts on the corners formed by intersecting the surfaces. . For example, as shown in FIG. 7, as a result of the bending moment M being applied to the inner region A of the reinforcing plates 201a and 202a, a crack K is generated in the elastic member around the corners of the reinforcing plates 201a and 202a. Thereby, an elastic member is damaged, seawater penetrate | invades into this inside from this damaged location, and rust generate | occur | produces in the reinforcement boards 201a and 202a. As a result, the adhesive force between the elastic member and the reinforcing plates 201a and 202a is reduced, the elastic member is peeled off, and the fender itself may fall off the quay. Similarly, even when a bending moment M ′ is applied to the outer region A ′ of the reinforcing plates 201a and 202a, it is conceivable that the elastic member cracks around the corners of the reinforcing plates 201a and 202a. The same phenomenon can be said for the fender having the shape shown in FIG.
[0007]
Accordingly, an object of the present invention is to provide a fender having a structure capable of preventing the occurrence of cracks in an elastic member caused by a reinforcing plate, in order to solve the above problems.
[0008]
[Means for Solving the Problems]
In order to solve the above-mentioned problems, the inventor has made various studies and found that by optimizing the shape of the reinforcing plate, it is possible to prevent the elastic member from cracking due to the reinforcing plate. .
[0009]
Therefore, in the fender according to the present invention, an impact receiving portion, a support leg portion provided to extend rearward from the impact receiving portion, and an attachment leg for attaching the support leg portion to a quay or the like The fender is a fender integrally formed of an elastic material, and a reinforcing plate is embedded in at least one of the receiving portion and the mounting leg, and two surfaces of the reinforcing plate intersect At least one or all of the corners in the longitudinal direction are chamfered under Condition 1 or Condition 2 shown below.
[0010]
Condition 1: [Reinforcement plate thickness (t) / 100] ≦ Chamfer radius (R) ≦ [Reinforcement plate width (L) × 100]
Condition 2: [tan −1 (t / 100 L)] ≦ chamfer angle (θ) ≦ [tan −1 (100 t / t)]
In this way, by chamfering the corners of the reinforcing plate satisfying the above conditions, the stress concentration on the elastic member at the corners of the reinforcing plate is alleviated and cracking of the elastic member can be prevented. It becomes.
[0011]
As more preferable conditions, the above conditions 1 and 2 are preferably the following condition 3 or condition 4 or a combination thereof.
[0012]
Condition 3: [Reinforcement plate thickness (t) / 10] ≦ Chamfer radius (R) ≦ [Reinforcement plate width (L) × 10]
Condition 4: [tan −1 (t / 10L)] ≦ chamfer angle (θ) ≦ [tan −1 (10 t / t)]
By adopting this condition, the stress concentration on the elastic member at the corners of the reinforcing plate can be effectively relieved, and the occurrence of cracks in the elastic member can be prevented.
[0013]
Preferably, in the above invention, the reinforcing plate is provided on the mounting leg portion, and the reinforcing plate is disposed so that the end face portions are opposed to each other, and in the longitudinal direction of the reinforcing plate at the opposed position on the inside. The chamfer is applied to the corner. More preferably, chamfering is performed on the receiving portion side of the corner portion of the reinforcing plate. In this way, by concentrating and chamfering at the corners of the reinforcing plate where cracks are likely to occur, the stress concentration on the elastic member at the corners of the reinforcing plate is effectively and effectively reduced. It is possible to prevent cracks from occurring.
[0014]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, the structure of the fender in one embodiment based on this invention is demonstrated with reference to FIG. In addition, FIG. 1 is a perspective view which shows the whole structure of the fender 100 in this Embodiment.
[0015]
Referring to FIG. 1, fender 100 in the present embodiment has basically the same structure as fender 200 in the prior art described with reference to FIG. A support leg 103 and a support leg 104 provided so as to extend in a bifurcated manner from the receiving part 105 toward the rear, and an attachment leg 101 and an attachment leg for attaching the support legs 103 and 104 to a quay or the like 102 are integrally formed of an elastic material. Further, the impact receiving portion 105 and the mounting leg portions 101 and 102 have a rectangular cross-sectional shape from the viewpoint of reinforcement, and extend in the direction indicated by the arrow A in the figure, the impact receiving portion reinforcing plate 105a, the leg portion reinforcing plate 101a, 102a is buried.
[0016]
Here, the characteristic structure of the fender 100 in the present embodiment lies in the shape of the leg reinforcing plates 101 a and 102 a embedded in the fender 100. As the shape of the leg reinforcing plates 101a and 102a, the corners on the receiving portion 105 side of the leg reinforcing plates 101a and 102a at positions facing each other inside the leg reinforcing plates 101a and 102a (X1, in the figure). A predetermined chamfer is applied to the area surrounded by X2. Here, the corner portion of the leg portion reinforcing plate is an angle at which the surfaces of the six surfaces M1 to M6 constituting the leg portion reinforcing plate 101a intersect as shown in FIG. 2 when the leg portion reinforcing plate 101a is described. Means corners C1 formed by crossing M1 and M2, corners C2 formed by crossing M1 and M4, and corners formed by crossing M1 and M3 Corner C4 formed by crossing parts C3, M1 and M5, Corner C5 formed by crossing M6 and M2, and Corner C6 formed by crossing M6 and M4 , M6 and M3 intersect with each other, corner C7, M6 and M5 intersect with each other, corner C8, M2 and M5 intersect with each other, corners C9, M2 And M4 intersect In the case of the present embodiment, the corner C10 formed by the intersection of M4 and M3, and the corner C12 formed by the intersection of M3 and M5 are included. In the leg portion reinforcing plate 101a, a predetermined chamfer is applied to the corner portion C4. Similarly, in the leg portion reinforcing plate 102a, a corner portion is present, and a chamfer is applied to a position corresponding to the corner portion C2. . The reason why the corners of the leg reinforcing plates 101a and 102a on the side of the receiving portion 105 are chamfered is that stress is considered to be concentrated most in these portions.
[0017]
Here, as conditions for chamfering applied to the corners of the leg reinforcing plates 101a and 102a, the following condition 1 or condition 2 can be mentioned. Condition 1 shows the chamfer radius (R) of the corner shown in FIG. 3A, and Condition 2 shows each chamfer (θ) of the corner shown in FIG. 3B (L1 = 5 mm in the figure). , T1 = 16 mm). In the conditions, t represents the thickness of the leg reinforcing plate, and L represents the width of the leg reinforcing plate.
[0018]
Condition 1: [Reinforcement plate thickness (t) / 100] ≦ Chamfer radius (R) ≦ [Reinforcement plate width (L) × 100]
Condition 2: [tan −1 (t / 100 L)] ≦ chamfer angle (θ) ≦ [tan −1 (100 t / t)]
In the above condition 1, a chamfer radius (R) that satisfies the following condition 3 is selected as a more preferable condition, and in the above condition 2, a chamfer angle (θ) that satisfies the following condition 4 is selected as a more preferable condition. It is also possible to set a condition that satisfies both condition 3 and condition 4 at the same time.
[0019]
Condition 3: [Reinforcement plate thickness (t) / 10] ≦ Chamfer radius (R) ≦ [Reinforcement plate width (L) × 10]
Condition 4: [tan −1 (t / 10L)] ≦ chamfer angle (θ) ≦ [tan −1 (10 t / t)]
(Example)
(Fender 100)
Next, an example of the fender 100 that has been chamfered to satisfy the above condition 1 and the results of repeated compression tests on the fender 100 will be described with reference to FIG. The dimensions of the mounting legs 101 and 102 of the fender 100 and the dimensions of the leg reinforcing plates 101a and 102a embedded in the mounting legs 101 and 102 are as shown in FIG. t) = 16 mm, width (L) = 258 mm, depth length (H) = 960 mm, chamfer radius (R) = 5 mm, and steel plate equivalent to SS400 is used as the material of the leg reinforcement plate It is done. Here, the chamfer radius (R) = 5 mm is a value satisfying [16 mm / 10] ≦ chamfer radius (R) ≦ [258 mm × 10]. In addition, as an elastic member used for the fender 100, a rubber member blended with natural rubber and butadiene rubber was used. Moreover, as a dimension of the fender 100, height is 400 mm and length is 100 mm.
[0020]
(Repetitive compression test)
A compression test was repeatedly performed by comparing the fender 100 embedded with the leg reinforcing plate satisfying the above specifications and the fender 200 having a conventional shape without chamfering. In addition, as a repetitive compression test, a fender is used until the compression ratio reaches 50% [compression ratio = ((pre-deflection fender height−deformation fender height) / pre-deflection fender height) × 100] The endurance compression continuous test was repeated 10,000 times in order to compress and displace the receiving portion side toward the mounting leg side and then gradually return the displacement to the original compression rate of 0%.
[0021]
(Compression test result)
When the number of times that the fender is broken is compared, in the case of the fender 200 having a conventional shape that is not chamfered, a broken portion (crack) is generated about 3000 times. On the other hand, in the case of the fender 100 based on the present example which has been chamfered, no fractured portion (crack) occurred even after the test was repeated 10,000 times.
[0022]
(Action / Effect)
As described above, in the fender according to the present embodiment, a predetermined chamfering process is performed on predetermined portions of the corners of the leg reinforcing plates 101a and 102a embedded in the fender 100, so that an external force is applied to the impact receiving unit 105. Even when F is applied and a rotational moment M is applied to each inner region of the mounting leg 101 and the mounting leg 102, the stress concentration at the corners is alleviated and the leg reinforcing plates 101a and 102a are reduced. By preventing the elastic member from peeling off, it is possible to greatly improve the durability of the fender.
[0023]
In the above embodiment, chamfering is performed on the corners in the longitudinal direction on the side of the receiving portion 105 of the reinforcing leg portion strong plates 101a and 102a that are opposed to each other inside the leg reinforcing plates 101a and 102a. Although the case has been described, chamfering that satisfies the above-described conditions 1 to 4 is also applied to other corners where the stress is likely to concentrate (corners selected from the corners C1 to C12 when FIG. 2 is referred to). Can be applied. Further, it is possible to chamfer not only the leg reinforcing plate provided on the mounting leg part but also the receiving part reinforcing plate provided on the receiving part.
[0024]
Further, as for the types of fenders, not only the fenders having the outer shape shown in FIG. 1, but also the receiving part reinforcement provided in the receiving part of the fender having the outer shape shown in FIG. 6 of the conventional structure. Similar effects can be obtained by chamfering the plate and the leg reinforcing plate provided on the mounting leg. In this case, the reinforcing plate width (L) in the conditions 1 to 4 can be set by replacing the reinforcing plate width (L) with the diameter of the reinforcing plate.
[0025]
The embodiment disclosed this time should be considered as illustrative in all points and not restrictive. The scope of the present invention is defined by the terms of the claims, rather than the description above, and is intended to include any modifications within the scope and meaning equivalent to the terms of the claims.
[0026]
【The invention's effect】
According to the fender according to the present invention, by applying predetermined chamfering to the corners of the reinforcing plate, the stress concentration on the elastic member at the corners of the reinforcing plate is alleviated, so that cracks in the elastic member occur. Generation | occurrence | production is prevented and it becomes possible to improve the durability performance of a fender.
[Brief description of the drawings]
FIG. 1 is an overall perspective view showing the structure of a fender 100 according to an embodiment of the present invention.
FIG. 2 is an overall perspective view of a reinforcing plate 101a embedded in a fender 100 according to an embodiment based on the present invention.
FIGS. 3A and 3B are partially enlarged cross-sectional views for explaining chamfering of a reinforcing plate 101a.
FIG. 4 is a partially enlarged cross-sectional view for explaining a dimensional relationship in an example of the fender 100 according to the embodiment of the present invention.
FIG. 5 is an overall perspective view showing the structure of a fender 200 in the prior art.
FIG. 6 is an overall perspective view showing the structure of a fender 300 in the prior art.
FIG. 7 is a schematic view for explaining problems of the fender 200 in the prior art.
[Explanation of symbols]
100 fenders, 101, 102 mounting legs, 103, 104 support legs, 105 receiving parts, 101a, 102a leg reinforcing plates, 105a receiving part reinforcing plates, C1-C12 corners, M1-M6 surfaces.

Claims (4)

受衝部と、この受衝部から後方に向けて延びるように設けられる支承脚部と、この支承脚部を岸壁等に取付けるための取付脚部とが、弾性材料により一体に形成された防舷材であって、
前記受衝部および前記取付脚部の少なくともいずれか一方には、補強板が埋設され、
前記補強板の2面が交差する少なくとも長手方向のいずれかまたはすべての角部には、下記条件1または条件2、もしくは条件1および条件2の面取りが施されている、防舷材。
条件1:[補強板厚さ(t)/100]≦面取り半径(R)≦[補強板幅(L)×100]
条件2:[tan-1(t/100L)]≦面取り角(θ)≦[tan-1(100t/t)]
An impact prevention part, a support leg provided so as to extend rearward from the impact receiving part, and a mounting leg for attaching the support leg to a quay or the like are integrally formed of an elastic material. It ’s a wood,
A reinforcing plate is embedded in at least one of the receiving part and the mounting leg part,
A fender having at least one or all corners in the longitudinal direction where the two surfaces of the reinforcing plate intersect are chamfered under the following condition 1 or 2 or conditions 1 and 2.
Condition 1: [Reinforcement plate thickness (t) / 100] ≦ Chamfer radius (R) ≦ [Reinforcement plate width (L) × 100]
Condition 2: [tan-1 (t / 100L)] ≦ chamfer angle (θ) ≦ [tan-1 (100t / t)]
前記条件1および条件2は、好ましくは下記条件3または条件4またはそれらの組合わせである、請求項1に記載の防舷材。
条件3:[補強板厚さ(t)/10]≦面取り半径(R)≦[補強板幅(L)×10]
条件4:[tan-1(t/10L)]≦面取り角(θ)≦[tan-1(10t/t)]
2. The fender according to claim 1, wherein the condition 1 and the condition 2 are preferably the following condition 3 or 4 or a combination thereof.
Condition 3: [Reinforcement plate thickness (t) / 10] ≦ Chamfer radius (R) ≦ [Reinforcement plate width (L) × 10]
Condition 4: [tan-1 (t / 10L)] ≦ chamfer angle (θ) ≦ [tan-1 (10t / t)]
前記補強板は、前記取付脚部に設けられ、
前記補強板は、端面部分が対向するように配置され、内側において対向する位置にある前記補強板の長手方向の前記角部に、前記面取りが施される、請求項1または2に記載の防舷材。
The reinforcing plate is provided on the mounting leg;
The said reinforcement board is arrange | positioned so that an end surface part may oppose, The said chamfering is given to the said corner | angular part of the longitudinal direction of the said reinforcement board in the position which opposes inside. Firewood.
前記補強板の前記受衝部側に位置する前記角部に面取りが施される、請求項3に記載の防舷材。  The fender according to claim 3, wherein the corner portion located on the side of the receiving portion of the reinforcing plate is chamfered.
JP2001246993A 2001-08-16 2001-08-16 Fender Expired - Fee Related JP4443804B2 (en)

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JP5375745B2 (en) * 2010-06-02 2013-12-25 富士電機株式会社 Test apparatus and test method
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JP2016199927A (en) * 2015-04-10 2016-12-01 住友ゴム工業株式会社 Rubber fender
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