JPS5811212A - Wave dissipating - Google Patents

Wave dissipating

Info

Publication number
JPS5811212A
JPS5811212A JP11048881A JP11048881A JPS5811212A JP S5811212 A JPS5811212 A JP S5811212A JP 11048881 A JP11048881 A JP 11048881A JP 11048881 A JP11048881 A JP 11048881A JP S5811212 A JPS5811212 A JP S5811212A
Authority
JP
Japan
Prior art keywords
wave
holes
concrete
buffer
waves
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
JP11048881A
Other languages
Japanese (ja)
Other versions
JPS60486B2 (en
Inventor
Sadao Nishi
西 定雄
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)

Abstract

PURPOSE:To cut down the cost of wave dissipation blocks by a method in which plural old tires are axially arranged and buried in concrete in such a way as to make the central holes of these old tires buffer holes by which the energy of wave is absorbed and reflecting wave is damped. CONSTITUTION:A wave dissipation block made of concrete has a hexahedral shape with buffer holes 2 to effectively damp the energy of imcoming waves, formed in such a way that they are passed throughly in every directions and internally led to each other. In this case, the buffer holes 2 are formed by tubularly connecting old tires 4 by connecting members, providing communication tubes 5 in the horizontally and vertically connecting parts, and burying them by concrete in such a way that the holes 2 are formed in the central concave part 3 of the concrete block to enable wave to smoothly enter the holes 2. Thus, blocks having a high wave dissipating effect can be manufactured at low cost.

Description

【発明の詳細な説明】 本発明は海中に設置されて波のエネルギを吸収し、ある
いけ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 installed in the sea to absorb wave energy and 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。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エネルギを吸
収し、防波堤への波の衝撃を柔らげ、海底の砂の流失を
防「トする。
■ Prior art wave-dissipating blocks are arranged underwater near the breakwater or at some distance from it. This wave-dissipating block absorbs wave energy by scattering it when waves hit it, softening the wave's impact on the breakwater and preventing sand from being washed away from the ocean floor.

しかしながら、従来の消波ブロックは、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ei−え、しかもそれ自体が海中で動き易い弊
害を発生した。史に、従来の消波ブロックは、積み市ね
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。
However, in the conventional wave-dissipating block, when a large wave collides with the surface, it is vigorously reflected, and this reflected wave has an adverse effect, and moreover, the wave-dissipating block itself has the problem of being easily moved in the sea. Historically, conventional wave-dissipating blocks have had the disadvantage of having to be stacked in a predetermined manner, requiring large-scale equipment and time-consuming work, as the stacking conditions are adjusted to form many voids. there were.

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悪影響
を午える弊害を発生した。
In areas that are hit by large waves, wave-breaking blocks are made large and heavy to prevent shaking when large waves collide, but large wave-breaking blocks have a large surface area and are flat, so large waves can hit these areas. This caused the reflected waves to become stronger, causing sand on the ocean floor to be washed away and adversely affecting 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るO ■ 目的 この発明は従来の消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。
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. ■Purpose This invention was developed to eliminate these drawbacks of conventional wave-breaking blocks.An important objective of this invention is that the wave-breaking block itself absorbs waves, and the absorbed waves The purpose of the present invention is to provide a wave-dampening block that can effectively attenuate the waves by the unevenness on the inner surface of the buffer hole and reduce the reflection of the collision waves.

父、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四ツクを提供するにある。
Another important purpose of this invention is that one 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 shaking, and it can achieve excellent wave-dissipating effects. Furthermore, the object of the present invention is to provide a wave-absorbing block that can be easily stacked because it itself absorbs waves.

更に父、この発明の池の重要な目的は、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。
Furthermore, the important purpose of the pond of this invention is that used waste tires, which are the biggest cause of disposal pollution, can be effectively reused, reducing raw material costs, and by arranging tires, they can improve cushioning properties and durability. 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。■ Configuration Embodiments of the present invention will be described below based on the drawings.

第1図に示す消波ブロック1は、コンクリ−s−トでも
って、1個の重さが0.5〜50を程度の六面体に成形
されており、前後、左右、を下に貫通して緩衝孔2が開
口されている。
The wave-dissipating block 1 shown in Fig. 1 is made of concrete and is formed into a hexahedron with a weight of about 0.5 to 50. A buffer hole 2 is opened.

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、中央口に形成された表面3の凹所に開
口されており、緩衝孔2は内部で互いに連通されている
The buffer holes 2 are opened in recesses in the surface 3 formed at the center opening, as shown in FIG. 2, so that waves can flow in more smoothly.The buffer holes 2 are internally communicated with each other. There is.

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占タイヤ4が管
状に並べて埋設されており、並んた古タイヤ4によって
連通状態の緩衝孔2が形成されている。
As shown in FIG. 2, the buffer hole 2 has used tires 4 lined up in a tubular shape buried coaxially with the buffer hole 2 and exposed on the inner surface of the buffer hole 2, and communicated by the lined old tires 4. A buffer hole 2 is formed in the state.

占タイヤ4をコンクリート内に埋設するには、例えば、
古タイヤ4を針金やその池の一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。
In order to embed the tire 4 in concrete, for example,
The old tires 4 may be connected into a tubular shape using wire or other tie 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の全ての個所に占タ
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を縦横に連通ずる連結個所は
、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, the connection points where the buffer holes 2 are connected vertically and horizontally in the concrete are preferably made by inserting an old tire into a connecting pipe 5 having a diameter that allows the tire to be inserted and burying it in the concrete.

緩衝孔内に並べられる占タイヤは、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、エネル
ギの吸収効果は大きい。
The tires that are lined up 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. The formation of this 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が開口されているが、ひとつの面に開口され
る緩衝孔の数は、消波ブロックの大きさに応じて、例え
ば1〜10個、好ましくは1〜3個に決定される。緩衝
孔2は、必ずしも全ての面に開口する必要はなく、父、
消波ブロック全体の形状も、六面体に限定するものでな
い。
The wave-dissipating block 1 shown in Fig. 1 has two buffer holes 2 opened on the front, rear, and upper surfaces, but the number of buffer holes opened on one surface depends on the size of the wave-dissipating block. , for example, 1 to 10, preferably 1 to 3. The buffer hole 2 does not necessarily have to be open on all sides;
The shape of the entire wave-dissipating block is also not limited to a hexahedron.

■ 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
して緩衝孔が開口されているので、消波ブロックに衝突
した波のエネルギは、従来の消波ブ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エネル
ギを失ない、反射波のエネルギを著しく減衰できる卓効
を実現する。
■Effect As mentioned above, the wave-breaking block of the present invention has buffer holes opening through it, so the energy of the waves colliding with the wave-breaking block is absorbed by the surface, unlike conventional wave-breaking blocks. It is not reflected, is absorbed into the buffer hole and loses no energy, and achieves the excellent effect of significantly attenuating the energy of reflected waves.

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。父、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。更に父、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開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、しか吃効果的な消波を実
現する。
This prevents the harmful effect of washing away sand from the ocean floor and achieves ideal properties as a wave-dissipating block. Furthermore, the wave-dissipating block itself will not be shaken by colliding waves, and will be able to rest stably on the seabed. Furthermore, even if the wave-dissipating block becomes larger and has a considerably wider surface area, by opening many buffer holes on its surface, the reflection of waves can be reduced, making it stable and effective at areas with large waves. Achieve effective wave dissipation.

父、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エネルギの波浪は、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
Father, buffer holes are made by arranging old tires coaxially to form unevenness on the inner surface due to the tire beats.
High-energy waves flowing into the buffer hole are effectively attenuated by the unevenness of the tire's bead portion, which has a large flow resistance.

更に父、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 extremely 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人するだけでも
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-dissipating block of the present invention itself absorbs waves, and it has a high wave-dissipating effect even if it is just a conventional wave-dissipating block, and it is also possible to simplify the installation.
Furthermore, even if the piled up state changes due to the impact of large waves, it does not lose its wave-dissipating effect, and has many other benefits.

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】[Brief explanation of drawings]

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
、第2図は第1図に示す消波ブロックの横断面図、第3
図はタイヤを連通ずる連結管の正面図である。 1・拳消波ブロック、2・・緩衝孔、3・・表面、4・
・古タイヤ、5・・連結管 出願人   西  定 雄 第   1   図 2 第   2   図 第   3   図 1、−−−一−−−−−一−−一〆
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, and FIG.
The figure is a front view of a connecting pipe that connects tires. 1. Fist wave dissipating block, 2. Buffer hole, 3. Surface, 4.
・Old tires, 5... Connecting pipe applicant: Yu Nishi Sadao No. 1 Figure 2 Figure 2 Figure 3 Figure 1,---1---1---1〆

Claims (4)

【特許請求の範囲】[Claims] (1)  コンクリートでもって所定の形状に成形され
た消波ブロックに於て、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
消波ブロック。
(1) A wave-dissipating block is formed into a predetermined shape using concrete, and old tires are lined up in the axial direction and buried in the concrete. A buffer hole is provided through the hole, and the inner surface of the buffer hole has unevenness formed by the beats of the tires arranged side by side.This buffer hole absorbs the energy of the waves hitting the surface and reduces the reflected waves. A wave-dissipating block configured to attenuate.
(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)項記載の消波ブロック。
(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)直径の異なるタイヤが並べられて緩衝孔が開[l
されている特許請求の範囲第(1)項記載の消波ブロッ
ク。
(3) Tires with different diameters are lined up and buffer holes are opened [l
A wave-dissipating block according to claim (1).
(4)緩衝孔が内部で交差する特許請求の範囲第(1)
項記載の消波ブロック。
(4) Claim No. (1) in which the buffer holes intersect internally.
Wave-dissipating block described in section.
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 true JPS5811212A (en) 1983-01-22
JPS60486B2 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)

Cited By (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
WO1992017660A1 (en) * 1991-03-28 1992-10-15 Nordberg Manufacturing, Inc. Concrete block
KR20010069309A (en) * 2001-03-06 2001-07-25 고종수 Wave attenuation, bird communication and erosion prevention devices

Cited By (4)

* 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
JPS644321Y2 (en) * 1984-05-15 1989-02-03
WO1992017660A1 (en) * 1991-03-28 1992-10-15 Nordberg Manufacturing, Inc. Concrete block
KR20010069309A (en) * 2001-03-06 2001-07-25 고종수 Wave attenuation, bird communication and erosion prevention devices

Also Published As

Publication number Publication date
JPS60486B2 (en) 1985-01-08

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