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JPS60486B2 - wave dissipation block - Google Patents
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JPS60486B2 - wave dissipation block - Google Patents

wave dissipation block

Info

Publication number
JPS60486B2
JPS60486B2 JP11048881A JP11048881A JPS60486B2 JP S60486 B2 JPS60486 B2 JP S60486B2 JP 11048881 A JP11048881 A JP 11048881A JP 11048881 A JP11048881 A JP 11048881A JP S60486 B2 JPS60486 B2 JP S60486B2
Authority
JP
Japan
Prior art keywords
wave
dissipating block
buffer
waves
dissipating
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
Application number
JP11048881A
Other languages
Japanese (ja)
Other versions
JPS5811212A (en
Inventor
定雄 西
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP11048881A priority Critical patent/JPS60486B2/en
Publication of JPS5811212A publication Critical patent/JPS5811212A/en
Publication of JPS60486B2 publication Critical patent/JPS60486B2/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/14Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Description

【発明の詳細な説明】 本発明は海中に設置されて波のェネルギを吸収し、ある
いは海底の砂の流失を防止する消波ブロックに関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a wave-dissipating block that is installed in the sea to absorb wave energy or prevent sand on the seabed from being washed away.

■ 先行技術消波ブロックは、防波堤の近傍に、あるい
はこれから多少離されて海中に並べられる。
■ Prior art wave-dissipating blocks are arranged underwater near the breakwater or at some distance from it.

この消波ブロックは、これに波が当って四散することに
よって波のェネルギを吸収し、防波堤への波の衝撃を柔
らレナ、海底の砂の流失を防止する。しかしながら、従
釆の消波ブロックは、大きい波が表面に衝突すると、こ
れが勢いよく反射され、この反射波が悪影響を与え、し
かもそれ自体が海中で動き易い弊害を発生した。
This wave-dissipating block absorbs wave energy by scattering it when waves hit it, softening the impact of the waves on the breakwater and preventing the sand on the seabed from being washed away. However, when a large wave collides with the surface of the secondary wave-dissipating block, it is reflected vigorously, and this reflected wave has an adverse effect, and furthermore, the wave-dissipating block itself has the problem of being easy to move underwater.

更に、従来の消波ブロックは、積み重ねる状態を調整し
て多くの空隙を形成する為、決められた状態に積み重ね
る必要があって沈設に大規模な装置を必要として手間が
掛る欠点があった。‐大きな波が当る個所では、消波ブ
ロックを大きく重くし、これによって大波衝突時の動揺
を防止するが、大きな消波ブロックは表面積が大きくな
り、しかも表面が平面である為、ここに大波が当ると反
射波が強くなり、この反射波によって、海底の砂が流失
されて防波堤に窓影響を与える弊害を発生した。
Furthermore, conventional wave-dissipating blocks have the disadvantage that they need to be stacked in a predetermined manner, requiring large-scale equipment and time-consuming work, since many voids are formed by adjusting the stacking state. - Wave-dissipating blocks are made large and heavy in areas that are hit by large waves to prevent shaking when a large wave collides with them, but large wave-dissipating blocks have a large surface area, and their surfaces are flat, making it difficult for large waves to reach these areas. When it hit, the reflected waves became stronger, and the reflected waves washed away the sand on the ocean floor, creating a negative effect on the breakwater.

最近、このことが大きな問題になって種々の実験が繰り
返され、その結果、消波ブロックは反射波によって防波
堤下部の砂の流失を増加させるものであって、むしろこ
れを沈設しなかったものが砂の流失が少なかったとの実
験結果もある程である。
Recently, this problem has become a big problem, and various experiments have been repeated, and the results have shown that wave-dissipating blocks increase the amount of sand washed away at the bottom of the breakwater by reflected waves, and that it would be better if they were not installed. Some experimental results show that less sand is washed away.

■目的 この発明は従来の梢波ブロックが有するこれ等の欠点を
除去すべく開発されたもので、この発明の重要な目的は
、消波ブロック自体が波を吸収し、しかも吸収した波を
緩衝孔内面の凹凸で効果的に減衰して、衝突波の反射を
減少できる消波ブロックを提供するにある。
■Purpose This invention was developed to eliminate these drawbacks of conventional treetop wave blocks.An important purpose of this invention is that the wave-dissipating block itself absorbs waves and buffers the absorbed waves. To provide a wave dissipating block capable of effectively attenuating the reflection of colliding waves by the unevenness of the inner surface of the hole.

又、この発明の他の重要な目的は、1個の消波ブロック
を著しく大きく重くして波の反射を少なくできる為、大
波の海底に動揺なく安定して設置して優れた消波効果を
実現し、更に、それ自体が波を吸収するので積み重ねが
簡単にできる消波ブロックを提供するにある。
Another important object of this invention is that each wave-dissipating block can be made extremely large and heavy to reduce wave reflection, so it can be stably installed on the ocean floor in large waves without any movement, and it can achieve excellent wave-dissipating effects. Furthermore, it is an object of the present invention to provide a wave-dissipating block that can be easily stacked since it itself absorbs waves.

更に又、この発明の他に重要な目的は、廃棄公害の最大
原因をなす使い済みの廃タイヤが有効に再利用できて原
料コストを安価にでき、更に、タイヤを並べることによ
って緩衝性と耐久性とに富む凹凸が形成される為、製造
も簡単で低廉にできる消波ブロックを提供するにある。
In addition to this invention, another important objective is that used tires, which are the biggest cause of disposal pollution, can be effectively reused, reducing raw material costs, and by arranging tires, cushioning properties and durability can be improved. To provide a wave-dissipating block which can be manufactured easily and at low cost since unevenness with rich characteristics is formed.

■構成以下、この発明の実施例を図面に基づいて説明す
る。
(2) Configuration Hereinafter, embodiments of the present invention will be described based on the drawings.

第1図に示す沼波ブ。Numamibu shown in Figure 1.

ック1は、コンクリートでもつて、1個の重さが0.5
〜5瓜程度の六面体に成形されており、前後、左右、上
下に貫通して緩衝孔2が関口されている。緩衝孔2は、
波がよりスムーズに流入されるように、第2図に示す如
く、中央凹に形成された表面3の凹所に関口されており
、緩衝孔2は内部で互いに選速されている。
The weight of each block 1 is 0.5 even if it is made of concrete.
It is formed into a hexahedron about the size of ~5 melons, and has buffer holes 2 extending through it in the front and back, left and right, and up and down directions. The buffer hole 2 is
In order to allow the waves to flow in more smoothly, as shown in FIG. 2, a concave part of the surface 3 formed in a central concave area is provided, and the speeds of the buffer holes 2 are selected from each other internally.

緩衝孔2は、第2図に示すように、これと同軸に、しか
も緩衝孔2の内面に表出して使用済みの古タイヤ4が管
状に並べて埋設されており、並んだ古タイヤ4によって
蓮通伏態の緩衝孔2が形成されている。
As shown in FIG. 2, used old tires 4 are lined up in a tubular shape and buried coaxially with the buffer hole 2 and exposed on the inner surface of the buffer hole 2. A buffer hole 2 in a closed state is formed.

古タイヤ4をコンクリ−ト内に埋設するには、例えば、
古タイヤ4を針金やその他の連結材で管状に連結し、こ
れを防波堤を構築するコンクリ−ト型枠に鉄筋と共に仮
り止めし、その後型枠内に生コンクリートを打設すれば
よい。
To bury the old tire 4 in concrete, for example,
The old tires 4 may be connected into a tubular shape using wire or other connecting material, and this may be temporarily fixed together with reinforcing bars to a concrete formwork for constructing a breakwater, and then ready-mixed concrete may be poured into the formwork.

第2図に示す緩衝孔2は、緩衝孔2の全ての個所に古タ
イヤが並べられているが、必ずしも緩衝孔2全体に古タ
イヤを並べる必要はない。
In the buffer hole 2 shown in FIG. 2, old tires are lined up in all parts of the buffer hole 2, but it is not necessarily necessary to line up the entire buffer hole 2 with old tires.

コンクリート内で緩衝孔2を縦横に蓮適する連結個所は
、第3図に示すように、タイヤが挿通できる直径の連結
管5に古タイヤを挿通し、これをコンクリート内に埋設
するのがよい。
As shown in FIG. 3, it is preferable to insert an old tire into a connecting pipe 5 having a diameter that allows the tire to be inserted, and to bury the old tire in the concrete.

緩衝孔内に並べられる古タイヤは、必ずしも同一の大き
さのものを連結する必要はなく、むしろ直径が異なる大
小のタイヤを並べて管状に連結し、緩衝孔内にタイヤサ
イズの相違による大きな凹凸を形成するのが、ェネルギ
の吸収効果は大きい。
Old tires arranged in the buffer hole do not necessarily have to be of the same size, but rather tires of different diameters are lined up and connected in a tubular shape, so that there are no large irregularities in the buffer hole due to the difference in tire size. Formation has a great energy absorption effect.

第1図に示す消波ブロック1は、前後、上下面にふたつ
の緩衝孔2が関口されているが、ひとつの面に関口され
る緩衝孔の数は、消波ブロックの大きさに応じて、例え
ば1〜lq圏、好ましくは1〜3個に決定される。
The wave-dissipating block 1 shown in Fig. 1 has two buffer holes 2 on its front, rear, and top surfaces, but the number of buffer holes per surface depends on the size of the wave-dissipating block. , for example, 1 to 1q, preferably 1 to 3.

緩衝孔2は、必ずしも全ての面に閉口する必要はなく、
又、梢波ブロック全体の形状も、六面体に限定するもの
でない。■効果本発明の消波ブロックは、前記の如く、
それ自体を貫通して緩衝孔が開□されているので、沼波
フロックに衝突した波のヱネルギは、従来の消波フロッ
クのように表面で反射されることがなく、緩衝孔内に吸
収されてェネルギを矢ない、反射波のェネルギを著しく
減衰できる卓効を実現する。
The buffer hole 2 does not necessarily need to be closed on all sides,
Furthermore, the overall shape of the treetop wave block is not limited to a hexahedron. ■Effect The wave-dissipating block of the present invention has the following effects as described above.
Since the buffer holes are opened through itself, the energy of the waves that collide with the marsh wave flock is absorbed into the buffer holes instead of being reflected off the surface like in conventional wave-dissipating flocks. It achieves the outstanding effect of significantly attenuating the energy of reflected waves.

反射波のェネルギが小さくできることによって、これが
海底の砂等を流失する弊害が防止でき、消波ブロックと
して理想的な特性を実現する。又、消波ブロック自体も
波の衝突波で動揺されることがなく、海底に安定して静
止できる特長も実現する。更に又、消波ブロックが大型
になって表面積が相当に広くなったとしても、表面に多
くの緩衝孔を関口することによって波の反射が減少でき
、大波の個所で安定に、しかも効果的な消波を実現する
。又、緩衝孔は、古タイヤを同軸上に並べることによっ
て、内面に、タイヤのビート部による凹凸を形成する為
、緩衝孔内に流入した高ェネルギの波浪は、流動抵抗の
大きなタイヤのビート部凹凸によって効果的に減衰され
る。
By reducing the energy of the reflected waves, it is possible to prevent the harmful effects of the waves from washing away sand on the ocean floor, achieving ideal characteristics as a wave-dissipating block. In addition, the wave-dissipating block itself is not shaken by colliding waves, and has the advantage of being able to rest stably on the seabed. Furthermore, even if the wave-dissipating block becomes large and has a considerably large surface area, by providing many buffer holes on the surface, wave reflection can be reduced, making it stable and effective in large wave areas. Achieve wave dissipation. In addition, by arranging old tires on the same axis, the buffer holes form unevenness on the inner surface due to the tire beats, so the high-energy waves that flow into the buffer holes are directed to the tire beats, which have a large flow resistance. It is effectively attenuated by the unevenness.

更に又、消波ブロックは全国全ての沿岸で多量に使用さ
れる為、全国で発生する膨大な量の古タイヤを、少ない
運搬コストで有効に再利用でき、極めて優れた耐久性と
緩衝性とを備えたタイヤが、安価に供給できて原料コス
トを極減でき、更にタイヤの形状によって緩衝孔内に凹
凸を形成する為、複雑で優れた減衰特性の緩衝孔が簡単
に製造できる卓効も実現する。
Furthermore, since wave-dissipating blocks are used in large quantities on all coasts of the country, the huge amount of old tires generated across the country can be effectively reused with low transportation costs, and they have excellent durability and cushioning properties. Tires with this technology can be supplied at a low cost, reducing raw material costs to a minimum.Furthermore, since unevenness is formed in the buffer hole depending on the shape of the tire, it is also extremely effective in easily manufacturing complex buffer holes with excellent damping characteristics. Realize.

更に又、本発明の消波ブロックは、それ自体が波を吸収
するものであって、従来の消波ブロックの如く、積み重
ね状態を調整して多くの空隙を作るものでないから、必
要ならば単にこれを海に投入するだけでも高い消波効果
を有し、沈設を簡素化することも可能で、しかも、大波
の衝撃で積み重ね状態が変っても、消波効果を失なわな
い等数々の実効を備える。
Furthermore, the wave-absorbing block of the present invention absorbs waves by itself, and unlike conventional wave-absorbing blocks, it does not create many gaps by adjusting the stacking state. It has a high wave-dissipating effect just by being thrown into the sea, and it is possible to simplify the installation process.Moreover, even if the piled up state changes due to the impact of large waves, it will not lose its wave-dissipating effect, etc. Equipped with

本願の消波ブロックは、これを海底に沈設して魚礁にも
併用できる。
The wave-dissipating block of the present application can also be used for fish reefs by sinking it into the seabed.

【図面の簡単な説明】 第1図は本発明の一実施例を示す消波ブロックの斜視図
ト第2図は第1図に示す消波ブロックの横断面図「第3
図はタイヤを連通する連結管の正面図である。 1・・・・・・消波ブロック、2・・・・・・緩衝孔、
3・・・・・・表面、4・・・・・・古タイヤ、5・・
・・・・連結管。 第1図第2図 第3図
[Brief Description of the Drawings] Fig. 1 is a perspective view of a wave-dissipating block showing one embodiment of the present invention; Fig. 2 is a cross-sectional view of the wave-dissipating block shown in Fig. 1;
The figure is a front view of a connecting pipe that communicates tires. 1...Wave dissipating block, 2...Buffer hole,
3...Surface, 4...Old tires, 5...
...Connecting pipe. Figure 1 Figure 2 Figure 3

Claims (1)

【特許請求の範囲】 1 コンクリートでもつて所定の形状に成形された消波
ブロツクに於て、このコンクリート内に、軸方向に古タ
イヤが並べられてこれがコンクリート内に埋設されてお
り、この古タイヤによってそれ自体を貫通して緩衝孔が
設けられており、この緩衝孔は、並べられたタイヤのビ
ート部によって内面に凹凸が形成されており、この緩衝
孔によって、表面に当る波のエネルギを吸収して反射波
を減衰させるように構成されたことを特徴とする消波ブ
ロツク。 2 全体形状がほぼ直方体状に形成されており、表面が
中央凹に形成されると共に凹所に緩衝孔が開口されてい
る特許請求の範囲第1項記載の消波ブロツク。 3 直径の異なるタイヤが並べられて緩衝孔が開口され
ている特許請求の範囲第1項記載の消波ブロツク。 4 緩衝孔が内部で交差する特許請求の範囲第1項記載
の消波ブロツク。
[Claims] 1. In a wave-dissipating block made of concrete and molded into a predetermined shape, old tires are lined up in the axial direction and buried in the concrete. A buffer hole is provided through the tire itself, and this buffer hole has an uneven inner surface formed by the beats of the aligned tires, and this buffer hole absorbs the energy of waves hitting the surface. A wave-dissipating block characterized in that it is configured to attenuate reflected waves. 2. The wave-dissipating block according to claim 1, wherein the overall shape is substantially rectangular parallelepiped, the surface is concave in the center, and the concave portion is provided with a buffer hole. 3. The wave dissipating block according to claim 1, wherein tires of different diameters are arranged side by side and buffer holes are opened. 4. The wave dissipating block according to claim 1, wherein the buffer holes intersect inside.
JP11048881A 1981-07-14 1981-07-14 wave dissipation block Expired JPS60486B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11048881A JPS60486B2 (en) 1981-07-14 1981-07-14 wave dissipation block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11048881A JPS60486B2 (en) 1981-07-14 1981-07-14 wave dissipation block

Publications (2)

Publication Number Publication Date
JPS5811212A JPS5811212A (en) 1983-01-22
JPS60486B2 true JPS60486B2 (en) 1985-01-08

Family

ID=14537003

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11048881A Expired JPS60486B2 (en) 1981-07-14 1981-07-14 wave dissipation block

Country Status (1)

Country Link
JP (1) JPS60486B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60182006U (en) * 1984-05-15 1985-12-03 株式会社トプコン Fixation device of visual field measuring device
US5103616A (en) * 1991-03-28 1992-04-14 Nordberg Henry T Method and container for encapsulating tires
KR20010069309A (en) * 2001-03-06 2001-07-25 고종수 Wave attenuation, bird communication and erosion prevention devices

Also Published As

Publication number Publication date
JPS5811212A (en) 1983-01-22

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