JPS6315376Y2 - - Google Patents
Info
- Publication number
- JPS6315376Y2 JPS6315376Y2 JP1983105710U JP10571083U JPS6315376Y2 JP S6315376 Y2 JPS6315376 Y2 JP S6315376Y2 JP 1983105710 U JP1983105710 U JP 1983105710U JP 10571083 U JP10571083 U JP 10571083U JP S6315376 Y2 JPS6315376 Y2 JP S6315376Y2
- Authority
- JP
- Japan
- Prior art keywords
- quay
- cushioning material
- corner
- rubber
- rubber cushioning
- 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.)
- Expired
Links
- 239000000463 material Substances 0.000 claims description 26
- 238000000034 method Methods 0.000 description 5
- 230000003139 buffering effect Effects 0.000 description 4
- 238000010521 absorption reaction Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005489 elastic deformation Effects 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000002984 plastic foam Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
Landscapes
- Buffer Packaging (AREA)
- Vibration Dampers (AREA)
Description
【考案の詳細な説明】
本考案は岸壁コーナー用ゴム製緩衝材に関する
ものであり、更に詳しくは漁船等の小型船舶の着
岸時に於ける岸壁構造物と舳先部の破損防止性能
を向上せしめた岸壁コーナー用ゴム製緩衝材に関
するものである。[Detailed description of the invention] The present invention relates to a rubber cushioning material for quay corners, and more specifically to a quay wall that improves the ability to prevent damage to the quay structure and the bow of a small vessel such as a fishing boat when docking. This invention relates to rubber cushioning materials for corners.
イ 従来技術
従来、海面に向く岸壁の垂直面には逆V字形や
逆Y字形等、各種の横断面形状を有するゴム製筒
状防舷材が取付けられ、着岸時の船舶と岸壁との
衝撃を吸収して両者の損傷を防止している。然し
乍ら、漁船等の小型船舶は、岸壁に向かつて舳先
部から着岸する場合が多く、満潮時等に於いて舳
先部が屡々岸壁の上縁コーナー部に衝突し、舳先
部および岸壁上縁部が破損される。このような損
傷事故の防止手段として、岸壁コーナー部に逆L
字状等の断面形状を有するゴム製緩衝材が取付け
られている。しかし乍ら、公知の前記緩衝材は、
単一種類のゴム材料から形成された中実ブロツク
体であるため、衝撃エネルギーの吸収性能が劣
り、実用上十分な緩衝効果を発揮することができ
ない(第4図の特性曲線d参照)。斯かる欠点を
解消するため、第1図に示すようにブロツク体1
の内部に空洞部2を形成したり、あるいは第2図
に示すようにブロツク体1の内面と岸壁コーナー
3との間に空洞部2′を形成し、これらの空洞部
の弾性変形態を利用して船舶着岸時の緩衝エネル
ギーを吸収する方法が提案されている。、然し乍
ら、第1図に例示する方法は、ブロツク体1の成
形に著しく手間が掛かるほか、ブロツク体の肉厚
そのものが比較的薄いため、前記空洞部2による
緩衝能力の増大は僅かなものである(第4図の特
性曲線c参照)。また第2図に例示する方法は近
年、岸壁構築時のコンクリート打設に際し、予め
前記ブロツク体1を型板4等の仮付け部材に仮付
けして置き、コンクリート打設時にブロツク体1
を前記仮付け部材を介して固着する工法が採用さ
れていることに起因して、前記空洞部2′の形成
に可成りの困難を伴う。B. Prior Art Conventionally, rubber cylindrical fenders with various cross-sectional shapes, such as an inverted V-shape and an inverted Y-shape, have been attached to the vertical surface of a quay facing the sea surface, and this prevents the impact between the ship and the quay when it berths. absorbs and prevents damage to both. However, small vessels such as fishing boats often dock at the quay from the bow, and at high tide, the bow often collides with the upper corner of the quay, causing the bow and the upper edge of the quay to berth. be damaged. As a means of preventing such damage accidents, a reverse L is installed at the corner of the quay.
A rubber cushioning material having a cross-sectional shape such as a letter shape is attached. However, the known buffering material is
Since it is a solid block formed from a single type of rubber material, it has poor impact energy absorption performance and cannot exhibit a practically sufficient buffering effect (see characteristic curve d in FIG. 4). In order to eliminate this drawback, a block body 1 as shown in FIG.
A cavity 2 is formed inside the block body 1, or a cavity 2' is formed between the inner surface of the block body 1 and the quay corner 3 as shown in FIG. 2, and the elastic deformation of these cavities is utilized. A method has been proposed to absorb the buffer energy when a ship docks. However, in the method illustrated in FIG. 1, not only is it extremely time-consuming to mold the block body 1, but also the wall thickness of the block body itself is relatively thin, so the increase in the buffering capacity due to the hollow portion 2 is small. (See characteristic curve c in Figure 4). In addition, in recent years, the method illustrated in FIG. 2 has been developed in which the block body 1 is placed in advance on a temporary fixing member such as a template 4, and the block body 1 is placed in advance when pouring concrete when constructing a wharf.
Due to the fact that a construction method in which the hollow portion 2' is fixed via the temporary attachment member is adopted, considerable difficulty is involved in forming the hollow portion 2'.
ロ 考案の目的
本考案の主要な目的は、在来の岸壁コーナー用
ゴム製緩衝材に認められた上記の如き不都合を解
消し得る、クツシヨン層形成の容易性に優れた岸
壁コーナー用ゴム製緩衝材を提供することにあ
る。(b) Purpose of the invention The main purpose of the invention is to provide a rubber cushioning material for quay corner corners, which can eliminate the above-mentioned inconveniences observed in conventional rubber cushioning materials for quay corner corners, and which has excellent ease of forming a cushion layer. The aim is to provide materials.
本考案の他の主要な目的は、船舶着岸時の衝撃
エネルギー吸収性能の向上と、成形工程の工数減
少に寄与し得る新規なゴム製緩衝材の構造を見出
すことにある。 Another main objective of the present invention is to find a new structure for a rubber cushioning material that can contribute to improving the impact energy absorption performance when a ship docks and reducing the number of man-hours in the molding process.
ハ 考案の構成
本考案は、横断面形状が逆L字状を呈する肉厚
なゴム製緩衝材1の内側角隅部に多孔質ゴム弾性
体よりなるクツシヨン層5を形成してなる岸壁コ
ーナー用ゴム製緩衝材cを要旨とするものであ
る。C. Structure of the invention The present invention is for a quay corner, in which a cushion layer 5 made of a porous rubber elastic body is formed at the inner corner of a thick rubber cushioning material 1 having an inverted L-shaped cross section. The gist is a rubber cushioning material c.
ニ 実施例
第3図は、本考案に係る岸壁コーナー用ゴム製
緩衝材cの横断面図であり、逆L字状横断面形状
を有するゴム製緩衝材cの内側角隅部に、ゴムス
ポンジあるいはプラスチツクフオーム等の軟質弾
性材料から製せられたクツシヨン層5が接着され
ている。該ゴム製緩衝材cは、コンクリート打設
用型板4に対してアンカーボルト等の固着部材5
で板止めした後、コンクリート6を打設され、岸
壁8のコーナー部分に強固に固着される。D Example FIG. 3 is a cross-sectional view of the rubber cushioning material c for quay corners according to the present invention. Alternatively, a cushion layer 5 made of a soft elastic material such as plastic foam is glued. The rubber cushioning material c is attached to a fixing member 5 such as an anchor bolt to the concrete casting template 4.
After fixing it to the board, concrete 6 is poured and it is firmly fixed to the corner part of the quay 8.
岸壁コーナー用ゴム製緩衝材cは、その内側角
隅部にクツシヨン層5を形成しているものであれ
ば、その肉厚を自由に選定することができるが、
船舶の舳先部が衝突したときの裂断を防止し、か
つ、アンカーボルト5の締着圧力による受圧部7
の変形を最小限度に留めるため、20mm以上、更に
好ましくは25mm以上の肉厚を確保することが好ま
しい。 The wall thickness of the rubber cushioning material c for the quay corner can be freely selected as long as the cushion layer 5 is formed at the inner corner.
Pressure-receiving portion 7 that prevents breakage when the bow of the ship collides and that receives the tightening pressure of anchor bolt 5
In order to keep deformation to a minimum, it is preferable to ensure a wall thickness of 20 mm or more, more preferably 25 mm or more.
このような肉厚を有するゴム製緩衝材cは、例
えばその上面水平部に図示しない排水溝を形成
し、荷役作業者の滑落転倒防止部材として機能さ
せてもよい。 The rubber cushioning material c having such a wall thickness may have, for example, a drainage groove (not shown) formed in the horizontal portion of its upper surface to function as a member to prevent cargo handling workers from slipping and falling.
ホ 考案の効果
以上の説明に明らかな如く、本考案は現行の緩
衝材固着工法乃至は岸壁構築工法に適応し、且
つ、実用上十分な緩衝性能を発揮し得る岸壁コー
ナー用ゴム製緩衝材を提供する。本考案によれ
ば、緩衝材の設置を簡単に行い得ると共に、船舶
着岸時に頻繁に衝撃を受ける緩衝材の角隅部内側
に、在来の緩衝材、殊に第2図のもの(その性能
は第4図の特性曲線b参照)と比較して衝撃エネ
ルギー吸収性能を大幅に向上せしめた大形のクツ
シヨン層を形成することができる(第4図の特性
曲線a参照)。E. Effects of the invention As is clear from the above explanation, the present invention provides a rubber cushioning material for quay corner corners that is compatible with the current cushioning material fixing method or quay wall construction method and that can exhibit practically sufficient buffering performance. provide. According to the present invention, the cushioning material can be easily installed, and the inside of the corner of the cushioning material, which is frequently subjected to impact when a ship berths, can be placed inside the corner of the cushioning material, in particular the one shown in Fig. 2 (its performance (See characteristic curve b in FIG. 4), it is possible to form a large cushion layer with significantly improved impact energy absorption performance (see characteristic curve a in FIG. 4).
即ち本考案は、岸壁構造物ならびに船舶の舳先
部等に対する破損防止手段を提供するものとし
て、緩衝材の性能向上に著効を奏し得るものであ
る。 That is, the present invention can be significantly effective in improving the performance of cushioning materials by providing a means for preventing damage to quay structures, the bows of ships, and the like.
第1図および第2図は、在来の岸壁コーナー用
ゴム製緩衝材の横断面図であり、第3図は本考案
に係る岸壁コーナー用ゴム製緩衝材の構造を例示
する横断面図、第4図は、緩衝特性を例示する負
荷−変形量線図である。
1……ゴム製緩衝材、5……クツシヨン層。
1 and 2 are cross-sectional views of conventional rubber cushioning materials for quay corner corners, and FIG. 3 is a cross-sectional view illustrating the structure of the rubber cushioning material for quay corner corners according to the present invention. FIG. 4 is a load-deformation diagram illustrating the buffer characteristics. 1...Rubber cushioning material, 5...Cushion layer.
Claims (1)
衝材の内側角隅部に多孔質ゴム弾性体よりなるク
ツシヨン層を形成してなる岸壁コーナー用ゴム製
緩衝材。 A rubber cushioning material for a corner of a quay, which is formed by forming a cushion layer made of a porous rubber elastic body at the inner corner of a thick rubber cushioning material having an inverted L-shaped cross section.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1983105710U JPS6014124U (en) | 1983-07-06 | 1983-07-06 | Rubber cushioning material for quay corner |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1983105710U JPS6014124U (en) | 1983-07-06 | 1983-07-06 | Rubber cushioning material for quay corner |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6014124U JPS6014124U (en) | 1985-01-30 |
JPS6315376Y2 true JPS6315376Y2 (en) | 1988-04-28 |
Family
ID=30247665
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1983105710U Granted JPS6014124U (en) | 1983-07-06 | 1983-07-06 | Rubber cushioning material for quay corner |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6014124U (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH045874Y2 (en) * | 1986-11-19 | 1992-02-19 | ||
KR100701807B1 (en) * | 2005-11-25 | 2007-03-30 | 주식회사 정일개발 | Edge protector for quay |
-
1983
- 1983-07-06 JP JP1983105710U patent/JPS6014124U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS6014124U (en) | 1985-01-30 |
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