JPS63236809A - Wave absorptive breakwater block and breakwater wall thereof - Google Patents

Wave absorptive breakwater block and breakwater wall thereof

Info

Publication number
JPS63236809A
JPS63236809A JP62068473A JP6847387A JPS63236809A JP S63236809 A JPS63236809 A JP S63236809A JP 62068473 A JP62068473 A JP 62068473A JP 6847387 A JP6847387 A JP 6847387A JP S63236809 A JPS63236809 A JP S63236809A
Authority
JP
Japan
Prior art keywords
block
wave
hole
bay
outside
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.)
Granted
Application number
JP62068473A
Other languages
Japanese (ja)
Other versions
JPH0826530B2 (en
Inventor
Akio Tanaka
田中 彬夫
Yoshiro Nagai
永井 義郎
Haruo Shimizu
清水 治生
Ei Nakajima
中島 鋭
Toru Nanba
徹 難波
Shozo Yamaguchi
正三 山口
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.)
Kubota Corp
Original Assignee
Kubota 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 Kubota Corp filed Critical Kubota Corp
Priority to JP62068473A priority Critical patent/JPH0826530B2/en
Publication of JPS63236809A publication Critical patent/JPS63236809A/en
Publication of JPH0826530B2 publication Critical patent/JPH0826530B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

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  • Revetment (AREA)

Abstract

PURPOSE:To avoid the stagnation of air in a water retarding sections by providing air holes from the water retarding section formed in a through hole to the outside of the block in a columnar block construction with a through hole. CONSTITUTION:A cast iron tube 2 to form a through hole 3 in a columnar concrete block 2 of an octagonal cross section is buried in the lengthwise direction of the block 1 to from a waves absorptive breakwater block. The through hole 3 has a bell mouth-shaped suction port 5, a throttle 6, and a water retarding section 7, and the section 7 has an air hole 13 leading to the outside of the block. The blocks 1 are stucked up to form openings 14 leading to the holes 13 between the adjacent blocks 1 to construct a breakwater wall. The stagnation of air in the water retarding section 7 can thus be prevented, the intrusion of waves 15 into the hole 3 can be improved, and the occurrence of reflecting waves toward the outside of harbor can be prevented.

Description

【発明の詳細な説明】 産業上の利用分野 本発明は、波浪吸収消波ブロックおよびこのブロックを
用いた消波壁に関する。
DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to a wave-absorbing wave-dissipating block and a wave-dissipating wall using this block.

従来の技術 従来の波浪吸収消波ブロックとして、たとえば特願昭6
1−214917号にrJFA示されるように5湾夕膚
側から湾内側−ζ向かう横方向に配置されるとともに。
2. Prior Art As a conventional wave absorbing and dissipating block, for example,
As shown in rJFA No. 1-214917, it is arranged in the lateral direction from the evening side of the 5th bay to the inner side of the bay -ζ.

複数積み上げられて壁体を溝築可能な柱状の10ツクに
、湾外側から湾内側に向かう貫通孔を形成し、この貫通
孔が、小径の絞り部と大径の遊水部とを有するように構
成したものがある。
A through-hole extending from the outside of the bay to the inside of the bay is formed in 10 pillar-shaped blocks that can be stacked to form a wall, and this through-hole has a small-diameter constriction part and a large-diameter water retarding part. There is something configured.

このようなものによれば、絞り部と遊水部とにおける通
路断面積の変化により1貫通孔の内部を通過する波が減
衰されることになる。
According to such a device, waves passing through the interior of one through hole are attenuated due to a change in the cross-sectional area of the passage in the constriction portion and the water retarding portion.

発明が解決しようとする問題点 しかしながら、このような従来の構成では、絞り部を通
過した空気が遊水部に入り込んでしまうと、この遊水部
の内部に溜まって抜けなくなるおそれがある。このよう
に遊水部に空気が溜まると。
Problems to be Solved by the Invention However, in such a conventional configuration, if the air that has passed through the constriction part enters the water retarding part, there is a risk that it will accumulate inside the water retarding part and will not be able to escape. When air accumulates in the water retarding part like this.

湾外側から貫通孔に進行しようとする波によりこの空気
が圧縮され、その反作用により貫通孔内への波の進行が
妨げられることになる。この結果。
This air is compressed by waves attempting to advance into the through-hole from the outside of the bay, and the reaction thereof prevents the waves from advancing into the through-hole. As a result.

消波能力が低下するとともに、ブロックからの反射波が
大きくなって、かえって湾外側の波が高くなるという問
題点が生じる。
A problem arises in that the wave-dissipating ability decreases and the waves reflected from the block become larger, making the waves on the outside of the bay even higher.

そこで本発明はこのような問題点を解決し、遊水部内に
空気が溜まらないようにすることを目的とする。
SUMMARY OF THE INVENTION It is therefore an object of the present invention to solve these problems and prevent air from accumulating in the water retarding section.

問題点を解決するための手段 上記問題点を解決するため本発明の波浪吸収消波ブロッ
クは、湾外側から湾内側に向かう横方向に配置されると
ともに、複数積み上げられて壁体を構築可能な柱状のブ
ロックに、湾外側から湾内側に向かって貫通孔を形成し
、この貫通孔が、湾外側に位置する絞り部と、この絞り
部よりも湾内側に位置してこの絞り部よりも大径の遊水
部とを有する構成とし、かつ前記遊水部からブロックの
外面に向けて通気孔を貫通させたものである。
Means for Solving the Problems In order to solve the above problems, the wave absorbing and wave dissipating blocks of the present invention are arranged in a horizontal direction from the outside of the bay to the inside of the bay, and can be stacked in multiples to construct a wall. A through hole is formed in the columnar block from the outside of the bay to the inside of the bay. The block is configured to have a water retarding portion of a diameter, and a ventilation hole is passed through the water retarding portion toward the outer surface of the block.

また、本発明の波浪吸収消波ブロックを用い1こ消波壁
は、上述の波浪吸収消波ブロックを5g4りあうブロッ
クどうしの間に通気孔が連通ずる開口部を形成するよう
に、複数積み上げたものである。
Furthermore, one wave-dissipating wall using the wave-absorbing and dissipating blocks of the present invention can be constructed by stacking a plurality of the above-mentioned wave-absorbing and dissipating blocks such that 5g4 of the blocks are stacked so that openings with communicating ventilation holes are formed between the blocks. It is something that

作用 上記構成の波浪吸収消波ブロックによると、湾外側から
湾内側に向けて伝搬してき1こ波浪は1貫通孔に入り込
み、絞り部を通過する際の損失によりエネルギが吸収さ
れて消波される。また、絞り部から遊水部へ移るときに
通路断面積が増大すること、および貫通孔の内面に衝突
することにょってもエネルギが吸収されて消波される。
Effect: According to the wave absorbing and dissipating block having the above configuration, waves propagating from the outside of the bay to the inside of the bay enter the through hole, and the energy is absorbed and dissipated due to the loss when passing through the constriction part. . Furthermore, energy is absorbed and dissipated due to the increase in the cross-sectional area of the passage when moving from the constriction part to the retarding part, and also due to collision with the inner surface of the through hole.

貫通孔の端部の開口から絞り部を通って遊水部の中に空
気が入り込んだ場合には、この空気は、湾外側から貫通
孔の内部に進行する波にて押圧されることtこより1通
気孔を経てブロックの外部へ排出される。
When air enters the retarding part from the opening at the end of the through-hole through the constriction part, this air is pushed by waves traveling from the outside of the bay into the inside of the through-hole. It is exhausted to the outside of the block through the ventilation hole.

このため、上記貫通孔の内部へ入り込もうとする波は、
遊水部の中の空気により進行が阻害されるようなことが
ない。まr:、、この結果、ブロックから湾外側への反
射波が大きく生じることが防止される。
For this reason, waves that try to enter the inside of the above-mentioned through-hole are
Progress is not inhibited by air in the retarding section. As a result, large reflected waves from the block to the outside of the bay are prevented from being generated.

また、上記構成の消波壁によると、波浪吸収消波ブロッ
クを複数積み上げるものであるにもかかわらず、各波浪
吸収消波ブロックの遊水部から通気孔を通ってブロック
の外側へ排出された空気は。
Furthermore, according to the wave-dissipating wall having the above configuration, even though a plurality of wave-absorbing and wave-dissipating blocks are stacked, air is discharged from the retarding part of each wave-absorbing and wave-dissipating block to the outside of the block through the ventilation holes. teeth.

開口部を通って消波壁自体の外部へ確実に排出される。The water is reliably discharged to the outside of the wave-dissipating wall itself through the opening.

また、開口部は消波壁の湾外側端面において開口するこ
とになるため、湾外側から進行してきた波は貫通孔のみ
ならずこの開口部にも入り込むことになって2反射波の
発生が著しく防止される。
In addition, since the opening opens at the end face of the wave-dissipating wall on the outside of the bay, waves traveling from the outside of the bay enter not only the through-hole but also this opening, resulting in the generation of two reflected waves. Prevented.

実施例 第1図は、本発明にもとづく波浪吸収消波ブロックの一
実施例の概略断面構造を示すものである。
Embodiment FIG. 1 shows a schematic cross-sectional structure of an embodiment of a wave absorbing and dissipating block according to the present invention.

ここで1はブロックで、柱状のコンクリートにて形成さ
れている。ブロックlの内部にはこのブロックlの長さ
方向にわたる鋳鉄管2が埋め込まれており、この鋳鉄w
2により貫通孔aが形成されている。
Here, 1 is a block, which is made of columnar concrete. A cast iron pipe 2 extending in the length direction of the block l is embedded inside the block l, and this cast iron w
2 forms a through hole a.

ブロックlは、たとえば第2図に示すように海中に多数
が積み上げられることにより防波提などの消波壁を形成
するものであるが、この消波壁においては、各ブロック
lは湾外側から湾内側に向かう横方向に配置される。第
1図において、側″畢鉄管2により形成される貫通孔8
は、ブロック1の湾外側端面4において開口するべμマ
ウス状の吸込口5を有している。tた、吸込口5よりも
湾内側における鋳鉄管2の部分には、吸込口らよりも小
径の絞り部6が、一定長さにわたつ・て形成されている
。また絞り部6よりも湾内側における鋳鉄管2の部分に
は、この絞り部6よりも大径の遊水部7が形成されてい
る。絞り部6と遊水部7とは接続部8を介して連続され
ており、この接続部8は、絞り部6から遊水部フに向け
て徐々に径が大きくなるようにされている。
For example, as shown in Figure 2, a large number of blocks l are piled up in the sea to form a wave-dissipating wall such as a breakwater.In this wave-dissipating wall, each block l is connected from the outside of the bay. It is arranged laterally towards the inside of the bay. In FIG.
The block 1 has a mouth-shaped suction port 5 that opens at the outer end surface 4 of the block 1. In addition, in a portion of the cast iron pipe 2 on the inner side of the bay than the suction port 5, a constricted portion 6 having a diameter smaller than that of the suction port is formed over a certain length. Further, in a portion of the cast iron pipe 2 on the inner side of the bay than the constricted portion 6, a water retarding portion 7 having a larger diameter than the constricted portion 6 is formed. The constriction part 6 and the water retarding part 7 are connected to each other via a connecting part 8, and the diameter of the connecting part 8 gradually increases from the constricting part 6 toward the water retarding part 7.

遊水部7よりも湾内側における鋳鉄管2の部分には、湾
外側と同様の第2の接続部9%第2の絞り部lO1およ
びブロックlの湾内側端面11にて開口する吐出口12
が形成されている。
The part of the cast iron pipe 2 on the inner side of the bay than the retarding part 7 has a second connection part 9% similar to that on the outside of the bay, a second constriction part lO1, and a discharge port 12 that opens at the bay side end face 11 of the block l.
is formed.

遊水部7に対応したブロック1の部分には、この10ツ
クlと鋳鉄管2とを貫通して、遊水部7をブロックlの
外面に連通させる複数の通気孔18が形成されている。
A plurality of ventilation holes 18 are formed in a portion of the block 1 corresponding to the water retarding portion 7, passing through the 10 pipes 1 and the cast iron pipe 2, and communicating the water retarding portion 7 with the outer surface of the block 1.

第2図に示すように、ブロックlは横断面が入角形状に
形成されており、これが上下左右に複数積み重ねられる
ことにより消波壁が構築される。
As shown in FIG. 2, the block 1 has a diagonal cross section, and a wave-absorbing wall is constructed by stacking a plurality of blocks vertically and horizontally.

このようにブロックlを入角形状とするξとによって、
積み上げた状態で互いに隣接するブロックlどうしの間
に、このブロックlの長さ方向にわたる開口部14が形
成される。第2図はブロックlを遊水部7で破断した状
態を示しており1通気孔18は遊水部7を開口部14に
連通させるように、鋳鉄管2の周方向に複数段けられ、
かつ鋳鉄管2の長さ方向における複数の位置に設けられ
ている。
In this way, by ξ which makes the block l an incident angle shape,
An opening 14 extending in the length direction of the blocks l is formed between adjacent blocks l in a stacked state. FIG. 2 shows a state where the block l is broken at the water retarding portion 7, and the first ventilation hole 18 is provided in multiple stages in the circumferential direction of the cast iron pipe 2 so as to communicate the water retarding portion 7 with the opening 14.
Moreover, they are provided at a plurality of positions in the length direction of the cast iron pipe 2.

このような構成において、第2図に示す消波壁の湾外側
からこの消波壁Gζ向けて波が進行してきた場合は、第
1図に示すようにこの波15の一部はブロックlの湾外
側端面4に衝突し、この衝突によりエネルギを吸収され
て消波される。波15の残部は貫通孔8に入り、吸込口
5を経て絞り部6へ導かれる。絞り部6では、べ〜マウ
ス状の吸込口6に比べて通路断面積が減少するため、こ
こを通過する際の損失によりエネルギが吸収されて消波
される。また、波15が絞り部6から遊水部7に向けて
進行する際には、通路断面積が増大することによLこの
波15の保有する流体エネルギが吸収されて消波される
。さらに、第2の絞り部10を通過する際にも消波が行
なわれ、最後に吐出口12から湾内側へ進行する際にも
通路断面積が増大するξとにより消波が行われて、ここ
では波15はほとんどエネルギを保有しない状態になる
。また、波15は、貫通孔8を通過する際にその内面に
衝突することによっても、エネルギを吸収されて消波さ
れる。
In such a configuration, if a wave advances toward the wave-dissipating wall Gζ from the outside of the wave-dissipating wall shown in FIG. The wave collides with the outer end face 4 of the bay, and energy is absorbed by this collision and the wave is dissipated. The remainder of the wave 15 enters the through hole 8 and is led to the constriction 6 via the suction opening 5. In the throttle part 6, the passage cross-sectional area is smaller than that of the bell-mouth-shaped suction port 6, so energy is absorbed and dissipated due to loss when passing through this part. Furthermore, when the wave 15 travels from the constriction part 6 toward the retarding part 7, the fluid energy held by the wave 15 is absorbed and dissipated by increasing the cross-sectional area of the passage. Furthermore, the waves are dissipated when passing through the second constriction part 10, and finally when they proceed from the discharge port 12 to the inside of the bay, the waves are dissipated due to the increase in the passage cross-sectional area ξ. At this point, the wave 15 has almost no energy. Furthermore, when the waves 15 pass through the through hole 8, they collide with the inner surface of the through hole 8, thereby absorbing energy and being dissipated.

このとき、吸込口5や吐出口12から遊水部7の中に空
気が入り込んでいても、この空気は、吸込口5から貫通
孔8の内部に進行する波15により押圧され、通気孔1
8を経て第2図に示す開口部14へ送られる。そして、
この開口部14を10ツクlの長さ方向に移動して、消
波壁の外部へ放出される。
At this time, even if air enters the retarding section 7 from the suction port 5 or the discharge port 12, this air is pressed by the waves 15 that advance from the suction port 5 into the through hole 8, and the air enters the ventilation hole 1.
8 to the opening 14 shown in FIG. and,
The aperture 14 is moved in the length direction of 10 liters, and the water is discharged to the outside of the wave-absorbing wall.

このため、波15は、遊水部7に溜まった空気により貫
通孔8の内部への進行を阻害されるような仁とがなく、
この貫通孔8の内部を円滑に通過して良好に消波される
。また、この結果、ブロックlから湾外側への反射波が
生じることが防止されも第2図に示す開口部14は消波
壁の湾外側端面にて開口するため、湾外側から進行して
きた波15は。
For this reason, the waves 15 do not have any ridges that would prevent them from advancing into the through hole 8 due to the air accumulated in the water retarding section 7.
The waves pass smoothly through the through hole 8 and are effectively dissipated. As a result, reflected waves from the block l toward the outside of the bay are prevented from occurring, but since the opening 14 shown in FIG. 15 is.

貫通孔8のみならずこの開口部14にも入り込むことに
なる。すなわち、消波壁は、開口部14の分だけ湾外側
の端面の開口率が増大するため1反射波の発生が著しく
減少する。
It will enter not only the through hole 8 but also this opening 14. That is, in the wave-dissipating wall, the aperture ratio of the end face on the outside of the bay increases by the opening 14, so that the generation of one reflected wave is significantly reduced.

なお、第2図において、空気は水より軽いことがら遊水
部7の上部に溜る傾向にあるため、この遊水部7の上側
に位置する通気孔18のみを設けて。
In FIG. 2, since air is lighter than water and tends to accumulate in the upper part of the water retarding part 7, only the ventilation hole 18 located above the water retarding part 7 is provided.

下側のものを省略することもできる。また、第2におい
ては、ブロックlの六角形の外面のうち。
The lower part can also be omitted. Also, in the second, of the hexagonal outer surface of block l.

開口部14を形成する面にのみ通気孔18を貫通させた
が、六回全部に貫通させてもよい。このようにすると、
ブロックlを積み上げるときに、第2図に示すように各
ブロック1の周方向の位置を揃えることなしに、遊水部
7を開口部14に連通させることができるため、消波壁
の施工作業性が良好になる。
Although the ventilation hole 18 was made to penetrate only the surface where the opening 14 is formed, it may be made to penetrate all six times. In this way,
When stacking the blocks 1, the water retarding part 7 can be communicated with the opening 14 without aligning the circumferential position of each block 1 as shown in FIG. becomes good.

発明の効果 以上述べたように本発明によると、遊水部内における空
気の滞溜を防止できるため1貫通孔内への波の進入を良
好なものとすることができ、るうえに、湾外側への反射
波の発生を防止できる。また。
Effects of the Invention As described above, according to the present invention, it is possible to prevent air from accumulating in the retarding section, thereby making it possible to improve the entry of waves into the first through hole, and furthermore, to prevent air from accumulating in the retarding section. The generation of reflected waves can be prevented. Also.

特12m 本発明の消波壁によると、ブロックを複数積
み上ケたものであるにもかかわらず、各ブロックの貫通
孔の内部に滞溜しようとする空気を、確実に消波壁外へ
排出することができる。
Special 12m According to the wave-dissipating wall of the present invention, even though a plurality of blocks are stacked, air that tends to accumulate inside the through-holes of each block is reliably discharged to the outside of the wave-dissipating wall. can do.

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

aI1図は本発明にもとづく波浪吸収消波ブロックの一
実施例の縦方向の断面図、1g2図は本発明にもとづく
波浪吸収消波ブロックを利用した消波壁の一実施例にお
ける一部を破断した立体図である。 l・・・ブロック、8・・・貫通孔、6・・・絞り部、
7・・・遊水部、 1B・・・通気孔、 14・・・開
口部。
Fig. aI1 is a vertical cross-sectional view of an embodiment of the wave absorbing and dissipating block according to the present invention, and Fig. 1g2 is a partially broken view of an embodiment of the wave dissipating wall using the wave absorbing and dissipating block according to the present invention. This is a three-dimensional diagram. l...Block, 8...Through hole, 6...Aperture part,
7... Water retarding section, 1B... Ventilation hole, 14... Opening.

Claims (1)

【特許請求の範囲】 1、湾外側から湾内側に向かう横方向に配置されるとと
もに、複数積み上げられて壁体を構築可能な柱状のブロ
ックに、湾外側から湾内側に向かって貫通孔を形成し、
この貫通孔が、湾外側に位置する絞り部と、この絞り部
よりも湾内側に位置してこの絞り部よりも大径の遊水部
とを有する構成とし、かつ前記遊水部からブロックの外
面に向けて通気孔を貫通させたことを特徴とする波浪吸
収消波ブロック。 2、柱状のブロックの一端面から他端面に向けて貫通孔
を形成するとともに、この貫通孔が、湾外側に位置する
絞り部と、この絞り部よりも湾内側に位置してこの絞り
部よりも大径の遊水部とを有する構成とし、かつ前記遊
水部からブロックの外面に向けて通気孔を貫通させた波
浪吸収消波ブロックを、湾外側から湾内側に向かう横方
向に配置して、隣りあうブロックどうしの間に前記通気
孔が連通する開口部を形成するように複数積み上げたこ
とを特徴とする波浪吸収消波ブロックを用いた消波壁。 8、ブロックは、横断面が八角形状に形成されているこ
とを特徴とする特許請求の範囲第2項に記載の波浪吸収
消波ブロックを用いた消波壁。
[Claims] 1. A through hole is formed from the outside of the bay to the inside of the bay in a columnar block that is arranged laterally from the outside of the bay to the inside of the bay and can be stacked in multiples to construct a wall. death,
This through hole has a constriction part located on the outside of the bay, and a water retarding part located on the inside of the bay and having a larger diameter than this constriction part, and from the water retarding part to the outer surface of the block. A wave-absorbing wave-dissipating block characterized by having ventilation holes passed through it. 2. A through hole is formed from one end face to the other end face of the columnar block, and this through hole is connected to a constriction part located on the outside of the bay and a constriction part located on the inside of the bay from this constriction part. A wave absorbing and wave-dissipating block is configured to have a large-diameter water retarding portion, and a ventilation hole is passed through the block from the retarding portion toward the outer surface of the block, and the wave absorbing and wave-dissipating block is arranged in a lateral direction from the outside of the bay to the inside of the bay, A wave-absorbing wall using wave-absorbing and wave-dissipating blocks, characterized in that a plurality of wave-absorbing and wave-dissipating blocks are stacked so as to form an opening through which the ventilation holes communicate between adjacent blocks. 8. A wave-absorbing wall using a wave-absorbing wave-dissipating block according to claim 2, wherein the block has an octagonal cross section.
JP62068473A 1987-03-23 1987-03-23 Wave-absorption wave-dissipating block and wave-dissipating wall using this block Expired - Lifetime JPH0826530B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62068473A JPH0826530B2 (en) 1987-03-23 1987-03-23 Wave-absorption wave-dissipating block and wave-dissipating wall using this block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62068473A JPH0826530B2 (en) 1987-03-23 1987-03-23 Wave-absorption wave-dissipating block and wave-dissipating wall using this block

Publications (2)

Publication Number Publication Date
JPS63236809A true JPS63236809A (en) 1988-10-03
JPH0826530B2 JPH0826530B2 (en) 1996-03-13

Family

ID=13374694

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62068473A Expired - Lifetime JPH0826530B2 (en) 1987-03-23 1987-03-23 Wave-absorption wave-dissipating block and wave-dissipating wall using this block

Country Status (1)

Country Link
JP (1) JPH0826530B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02197607A (en) * 1989-01-25 1990-08-06 Kubota Ltd Revetment block
JPH04254608A (en) * 1991-02-04 1992-09-09 Eizaburo Taniguchi Wave dissipation structural body
KR100374186B1 (en) * 2000-11-30 2003-03-04 원 회 양 The block for covering embankment
WO2006037983A2 (en) * 2004-10-05 2006-04-13 Iain David Roberts Breakwater wave energy converter
KR100798116B1 (en) 2005-09-13 2008-02-01 범아건설 주식회사 Honeycomb breakwater for sea-water flowing
US9896814B2 (en) * 2016-05-02 2018-02-20 SmithGroupJJR, Inc. Quay wall with absorption blocks and inter-chamber flow paths

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100705725B1 (en) * 2006-12-19 2007-04-09 범아건설 주식회사 A structure for Honeycomb breakwater
KR100704431B1 (en) * 2006-12-19 2007-04-09 범아건설 주식회사 Honeycomb breakwater and Construction method thereof

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02197607A (en) * 1989-01-25 1990-08-06 Kubota Ltd Revetment block
JPH04254608A (en) * 1991-02-04 1992-09-09 Eizaburo Taniguchi Wave dissipation structural body
KR100374186B1 (en) * 2000-11-30 2003-03-04 원 회 양 The block for covering embankment
WO2006037983A2 (en) * 2004-10-05 2006-04-13 Iain David Roberts Breakwater wave energy converter
WO2006037983A3 (en) * 2004-10-05 2006-06-01 Iain David Roberts Breakwater wave energy converter
KR100798116B1 (en) 2005-09-13 2008-02-01 범아건설 주식회사 Honeycomb breakwater for sea-water flowing
US9896814B2 (en) * 2016-05-02 2018-02-20 SmithGroupJJR, Inc. Quay wall with absorption blocks and inter-chamber flow paths

Also Published As

Publication number Publication date
JPH0826530B2 (en) 1996-03-13

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