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JPH0223642B2 - - Google Patents
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JPH0223642B2 - - Google Patents

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Publication number
JPH0223642B2
JPH0223642B2 JP22454188A JP22454188A JPH0223642B2 JP H0223642 B2 JPH0223642 B2 JP H0223642B2 JP 22454188 A JP22454188 A JP 22454188A JP 22454188 A JP22454188 A JP 22454188A JP H0223642 B2 JPH0223642 B2 JP H0223642B2
Authority
JP
Japan
Prior art keywords
bottom plate
seawater
wave
seawall
water
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
JP22454188A
Other languages
Japanese (ja)
Other versions
JPH01111907A (en
Inventor
Masaru Suzuki
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.)
NIPPON SOHAN KK
Original Assignee
NIPPON SOHAN KK
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 NIPPON SOHAN KK filed Critical NIPPON SOHAN KK
Priority to JP22454188A priority Critical patent/JPH01111907A/en
Publication of JPH01111907A publication Critical patent/JPH01111907A/en
Publication of JPH0223642B2 publication Critical patent/JPH0223642B2/ja
Granted legal-status Critical Current

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  • Revetment (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は海岸に打ち寄せる海水を一時的に貯
え、波がひく際海水の自由な通過を妨げる箱形ブ
ロツクに、更に浅い止水枠を設けたコンクリート
ブロツクを用いて護岸堤を構築すると共に、引潮
時にも海水の一部が残り、海岸生物の棲息に適し
た恒久的護岸堤を構築するための箱形ブロツク及
びこれを用いた海岸生物棲息用護岸堤に関する。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention temporarily stores seawater that washes up on the coast, and provides a shallower water-stopping frame to the box-shaped block that prevents free passage of seawater when the waves recede. In addition to constructing a seawall using concrete blocks, a part of the seawater remains even at low tide, and box-shaped blocks are used to construct a permanent seawall that is suitable for the habitat of coastal organisms. Concerning seawalls.

〔従来の技術〕[Conventional technology]

従来から海岸侵食を防止するため砂浜上に設置
されてきた護岸堤が破損する事故が多発してい
る。これは強い反射波による堤体基礎前面の洗
掘、及び堤体コンクリート面を射流となつて流下
する強い反射波がわずかな堤体間隙、或いは亀裂
から土砂を伴いながら堤内間隙水を吸出す、いわ
ゆる吸出し現象によるものであることが経験的に
知られている。
There have been many accidents in which seawalls, which have traditionally been built on sandy beaches to prevent coastal erosion, are damaged. This is due to strong reflected waves scouring the front of the embankment foundation, and the strong reflected waves flowing down the concrete surface of the embankment as jets sucking out interstitial water in the embankment along with earth and sand from small gaps or cracks in the embankment. It is empirically known that this is due to the so-called suction phenomenon.

本発明者は従来の護岸堤はいずれも強固なコン
クリートで固められているが、多大のエネルギー
をもつて海岸に打ち寄せる波浪に対してはむしろ
強固な壁をもつてあたらず、波浪エネルギーを減
衰させ、特に反射波を定常流に近づけて堤体前面
洗掘のエネルギーを弱め、堤体背面の間隙水の流
通を自由にした護岸堤の方が結果的により強固で
あることに着目し、特公昭63―14125号、特公昭
63―14126号、特開昭60―168805号及び特願昭60
―168806号において波浪と共に打ち寄せられる海
水を一時的にプールし、次の波までの間にゆつく
りと放出させる砕波板を有する多数のコンクリー
トブロツクにより堤体を被覆することを提案し
た。
The inventor of the present invention discovered that conventional seawalls are all made of strong concrete, but they do not have strong walls to deal with the waves that hit the coast with a large amount of energy, and they are designed to attenuate the wave energy. In particular, we focused on the fact that a seawall that brings reflected waves closer to a steady flow, weakens the energy of scouring at the front of the embankment body, and allows free flow of pore water at the back of the embankment, is ultimately stronger. No. 63-14125, Tokko Akira
No. 63-14126, Japanese Patent Application Publication No. 168805 and Patent Application No. 1983
- In No. 168806, we proposed covering the embankment body with a large number of concrete blocks equipped with wave-breaking plates that temporarily pool seawater that washes up with waves and slowly release it until the next wave.

〔発明が解決しようとする技術課題〕[Technical problem to be solved by the invention]

しかしながら、天然の海岸、特に岩場にあつて
は、引潮時にも海水の一部を残す深みがあり、こ
の部分に貝類、海草類等の海岸生物が棲息し、小
魚の隠れ場所ともなつている。本発明者の提案し
た護岸堤にあつても、護岸効果及び堤体前面の洗
掘防止効果を確保した上で、可及的に天然の岩場
に近似させ、海岸生物の棲息に適した引潮時にも
海水が残留するような護岸堤を研究し、本発明を
完成するに至つた。
However, natural beaches, especially rocky areas, have deep areas where some seawater remains even when the tide is low, and these areas are inhabited by coastal organisms such as shellfish and seaweed, and also serve as hiding places for small fish. The seawall proposed by the present inventor is designed to resemble a natural rocky area as much as possible while ensuring the seawall effect and anti-scouring effect on the front surface of the bank body, and is suitable for the habitat of coastal organisms during low tide. He also conducted research on seawalls in which seawater remains and completed the present invention.

〔課題解決の手段〕[Means of problem solving]

本発明は護岸堤を構成する砕波板と排水路を有
するコンクリートブロツクに浅い止水枠を設ける
ことにより、打ち寄せた海水の一部を次の満潮時
まで流出させずに貯水する箱形ブロツク及びこれ
を用いた海岸生物棲息用護岸堤であり、本発明に
よれば引潮時に護岸堤で楽しむことができる公園
的要素も付与することができる。
The present invention is a box-shaped block that stores a portion of the seawater that has washed up on it without letting it flow out until the next high tide by providing a shallow water-stop frame on a concrete block that has a wave breaking board and a drainage channel that constitutes a sea wall. According to the present invention, it is possible to provide a park-like element that allows people to enjoy the seawall at low tide.

本発明に係るブロツクは強固な底板とこれと一
体に打設されている後壁、砕波板及び止水枠を有
する。底板は後壁と共に護岸堤の海洋側部分を確
実に覆う頑丈なものである。後壁は底板後端部全
長から垂直に植設されていて、背面からの土圧に
耐えるものである。更に貯水効果を高め、頑丈な
コンクリートブロツクを得るために、側壁を砕波
板及び底板と一体に設けてもよい。
The block according to the present invention has a strong bottom plate, a rear wall, a wave breaking plate and a water stop frame which are cast integrally with the strong bottom plate. The bottom plate is sturdy enough to reliably cover the ocean side portion of the sea wall along with the rear wall. The rear wall is installed vertically from the entire rear end of the bottom plate to withstand earth pressure from the back. Furthermore, in order to improve the water storage effect and obtain a sturdy concrete block, the side wall may be provided integrally with the wave breaking plate and the bottom plate.

砕波板は一部が浅い止水枠を残して欠落してい
ることを要し、この欠落部位が護岸堤を形成した
とき反射波の排水路となる。排水路を設ける部位
は特に限定はないが、底板の前面の一方の端部が
製造上便利である。排水路は貝類、海草類等の繁
殖により閉塞あるいは狭窄を受けないような充分
の幅を要し、少なくとも70mm、望ましくは100〜
200mm、場合によつてはこれ以上である。
A part of the wave-breaking plate must be missing, leaving a shallow water stop frame, and this missing part will serve as a drainage channel for reflected waves when a seawall is formed. Although there is no particular limitation on the location where the drainage channel is provided, one end of the front surface of the bottom plate is convenient for manufacturing. Drainage channels must be wide enough to avoid blockage or narrowing due to the proliferation of shellfish, seaweed, etc., and should be at least 70 mm, preferably 100 mm or more.
200mm, sometimes more.

砕波板と後壁を連結する側壁は、第1図に示す
ように箱形ブロツクの一方の側に設け、他方の側
には止水枠のみを設ける。また、側壁を設けない
場合には、第2図に示すように、底板の後壁及び
砕波板以外の部位に底板を浅く囲繞するように止
水枠を設ける。すなわち、止水枠は底板の端部の
何ら壁体が設けられていない開放部分に浅く設
け、底板の水が流下する部位を浅くふさぎ、止水
枠の高さが海岸生物棲息用の貯水部分の深さとな
るものである。
The side wall connecting the wave breaking plate and the rear wall is provided on one side of the box-shaped block as shown in FIG. 1, and only the water stop frame is provided on the other side. In addition, when side walls are not provided, as shown in FIG. 2, a water stop frame is provided to shallowly surround the bottom plate in areas other than the rear wall of the bottom plate and the wave breaking plate. In other words, the water stop frame is shallowly installed in the open part of the bottom plate where no wall is provided, and the water stop frame is shallowly placed to close off the part of the bottom plate where water flows down, and the height of the water stop frame is set at the water storage area for coastal living creatures. This is the depth of

〔作 用〕[Effect]

このようなブロツクを配列すると、ブロツクの
排水路形成部と同一幅の排水路が形成される。打
ち寄せる波浪は砕波板を下から順次越えてくるた
めにエネルギーを消耗し、海水量を減じ、引く際
には砕波板にせき止められて狭い排水路を通過し
て順次流れ落ちる。したがつて砕波板による砕波
効果と相まつて反射波のエネルギーは著しく減衰
し、定常流のような緩やかな流れとなり、次の波
浪が打ち寄せる前に一部の貯留海水を残して流れ
きり、次の波浪に備えることができる。ここで、
海水を一部貯留することにより海岸生物棲息の場
を提供することができる。
When such blocks are arranged, a drainage channel having the same width as the drainage channel forming portion of the block is formed. The crashing waves successively pass over the breakers from below, consuming energy and reducing the volume of seawater, and when they are pulled back, they are blocked by the breakers and flow down one after another through a narrow drainage channel. Therefore, combined with the wave-breaking effect of the wave-breaking plate, the energy of the reflected waves is significantly attenuated, resulting in a gentle flow similar to a steady flow, and before the next wave hits, it flows out, leaving some of the stored seawater behind, and the next wave washes away. Be prepared for waves. here,
By storing some seawater, it is possible to provide a habitat for coastal organisms.

〔実施例〕〔Example〕

第1図及び第2図は箱形ブロツクの斜視図、第
3図はこれを用いた護岸堤の断面図である。1は
底板、2は底板1に排水路形成部3を残して植設
された砕波板、4は砕波板2の排水路形成部3と
反対側の端部に設けた側壁である。5は側壁4よ
りはるかに低い止水枠であり、砕波板2の側壁4
と反対側の開放部分に設けた。6は後壁である。
第1図に示すように、法面を階段状に覆う状態で
は波浪海水の排出口は砕波板2の止水枠を設けた
前面部位であり、ここを止水枠5で浅く塞ぐこと
により海水が貯留される。7は海水の貯水部であ
る。したがつて、底板1は四方を囲われ、引潮時
は止水枠5の高さにまで海水が貯留されることに
なる。
1 and 2 are perspective views of a box-shaped block, and FIG. 3 is a sectional view of a seawall using the same. 1 is a bottom plate, 2 is a wave breaking plate planted on the bottom plate 1 leaving a drainage channel forming part 3, and 4 is a side wall provided at the end of the wave breaking plate 2 on the opposite side from the drainage channel forming part 3. 5 is a water stop frame that is much lower than the side wall 4, and the side wall 4 of the wave breaking plate 2
It was installed in the open part on the opposite side. 6 is the rear wall.
As shown in Fig. 1, when the slope is covered in a step-like manner, the outlet for wave seawater is the front part of the wave-breaking plate 2 where the water stop frame is installed, and by shallowly blocking this area with the water stop frame 5, the sea water can be discharged. is stored. 7 is a seawater storage section. Therefore, the bottom plate 1 is surrounded on all sides, and seawater is stored up to the height of the water stop frame 5 at low tide.

第2図は箱形ブロツクの他の実施例である。本
実施例においては側壁4を設けない。したがつ
て、図面では見えない第2図の側壁4を設けた開
放端部にも止水枠5を設けたため、止水枠5は底
板1の2個所に分断されている。8は台であり、
本実施例のブロツクを用いて護岸堤を構築したと
きには、下段のブロツクから上段のブロツクへ、
或いはこの逆に歩きたい場合に安全な足場として
利用できる。
FIG. 2 shows another embodiment of the box-shaped block. In this embodiment, side walls 4 are not provided. Therefore, the water stop frame 5 is also provided at the open end where the side wall 4 of FIG. 8 is a stand;
When constructing a seawall using the blocks of this example, from the lower block to the upper block,
Or, if you want to walk in the opposite direction, you can use it as a safe foothold.

第3図は第2図の箱形ブロツクを用いて構築し
た護岸堤の斜視図である。旋工にあたつては、第
3図に示すように箱形ブロツクを横に密着して並
列させ、後壁6の上に次の段の箱形ブロツクを階
段状に積上げる。波浪を受ける時には砕波板2が
波浪のエネルギーを減衰させ、一時的貯水部9が
波浪を貯えて海水量を減少させる。引き波は砕波
板2に遮られて排水路3から流出し、定常流に近
づき、堤体基礎前面の洗掘が防止される。しか
し、止水枠5内の貯水部7に残つた海水は流出で
きず、引潮時にもこの部分に海水が残り、海岸生
物の棲息に供することができる。10は根固め工
である。また、砕波板及び後壁の上端は水平であ
ると共に、中間部に台8が設けられているため、
引潮時の護岸堤内を安全に歩くことができる。し
かも、貯水部7には海水が残り、海岸生物の棲息
の場を提供し、海岸公園として遊ぶこともでき
る。
FIG. 3 is a perspective view of a seawall constructed using the box-shaped blocks shown in FIG. 2. For turning, the box blocks are lined up side by side in close contact with each other, as shown in FIG. When exposed to waves, the wave-breaking plate 2 attenuates the energy of the waves, and the temporary water storage section 9 stores the waves to reduce the amount of seawater. The undertow is blocked by the wave breaking plate 2 and flows out from the drainage channel 3, approaching a steady flow and preventing scouring of the front surface of the embankment foundation. However, the seawater remaining in the water storage part 7 in the water stop frame 5 cannot flow out, and seawater remains in this part even at low tide, and can be used as a habitat for coastal organisms. 10 is foot protection work. In addition, since the upper ends of the wave breaking plate and the rear wall are horizontal, and the platform 8 is provided in the middle,
You can walk safely inside the sea wall at low tide. Furthermore, seawater remains in the water storage section 7, providing a habitat for coastal organisms and allowing the area to be used as a coastal park.

〔発明の効果〕〔Effect of the invention〕

かくの如く、本発明により引潮時にも浅く海水
が残り、海岸生物の棲息に適していると共に、堤
体を上昇する波浪の海水量及びエネルギーが激減
し、しかも反射波のエネルギーが小さいばかりで
なく、その流れが定常流に近く、堤体前面が洗掘
されるおそれのなく恒久的な護岸堤が得られる。
As described above, with the present invention, seawater remains shallow even when the tide is low, making it suitable for coastal creatures to live in. In addition, the amount and energy of seawater rising up the embankment body is drastically reduced, and the energy of reflected waves is not only small. , the flow is close to a steady flow, and a permanent seawall can be obtained without the risk of scouring the front surface of the embankment body.

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

図面は本発明の実施例を示し、第1図、第2図
は箱形ブロツクの斜視図、第3図は護岸堤の断面
図である。 図面中、符号1は底板、2は砕波板、3は排水
路形成部、4は側壁、5は止水枠、6は後壁、7
は貯水部、8は台、9は一時的貯水部、10は根
固め工である。
The drawings show an embodiment of the present invention, and FIGS. 1 and 2 are perspective views of a box-shaped block, and FIG. 3 is a sectional view of a sea wall. In the drawing, 1 is a bottom plate, 2 is a wave breaking plate, 3 is a drainage channel forming part, 4 is a side wall, 5 is a water stop frame, 6 is a rear wall, 7
8 is a water storage part, 8 is a platform, 9 is a temporary water storage part, and 10 is a foot protection work.

Claims (1)

【特許請求の範囲】 1 階段状の護岸堤の海洋側を隈なく覆うことが
できる形状の底板と後壁とを有するコンクリート
ブロツクであつて、該コンクリートブロツクには
波がひく際、海水の自由な通過を妨げる砕波板が
排水路形成部を残して底板から一体に植設されて
いると共に、 底板に、打ち寄せた海水の一部を潮を引いた後
も流出させずに貯水する止水枠を設けたことを特
徴とする箱形ブロツク。 2 階段状の護岸堤の海洋側を隈なく覆うことが
できる形状の底板と後壁とを有するコンクリート
ブロツクであつて、該コンクリートブロツクには
波がひく際、海水の自由な通過を妨げる砕波板が
排水路形成部を残して底板から一体に植設されて
いると共に、底板に、打ち寄せた海水の一部を流
出させずに貯水する止水枠を設けた箱形ブロツク
を、 砕波板を海洋側に向け、砕波板と砕波板との間
に排水路を残して並べ、底板と後壁とで階段状の
海洋側斜面を隈なく覆つてなる海岸生物棲息用護
岸堤。
[Scope of Claims] 1. A concrete block having a bottom plate and a rear wall shaped to completely cover the ocean side of a step-like seawall, which concrete block has a structure that allows free sea water to flow when waves recede. A wave-breaking plate that prevents water from passing through is installed integrally from the bottom plate, leaving a drainage channel forming part, and a water-stop frame is installed on the bottom plate to store some of the seawater that has washed up on it without letting it flow out even after the tide has receded. A box-shaped block characterized by the provision of. 2. A concrete block having a bottom plate and a rear wall shaped to cover the entire ocean side of a stepped seawall, and the concrete block is equipped with a wave-breaking plate that prevents the free passage of seawater when waves recede. A box-shaped block is installed on the bottom plate with a water-stop frame that stores some of the washed-up seawater without allowing it to flow out. This is a seawall for coastal living creatures, which consists of lining up the wave-breaking plates with drainage channels left between them, and completely covering the stepped ocean-side slope with the bottom plate and the rear wall.
JP22454188A 1988-09-09 1988-09-09 Sea dyke with box-shaped blocks and inhabitable to littoral creatures Granted JPH01111907A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22454188A JPH01111907A (en) 1988-09-09 1988-09-09 Sea dyke with box-shaped blocks and inhabitable to littoral creatures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22454188A JPH01111907A (en) 1988-09-09 1988-09-09 Sea dyke with box-shaped blocks and inhabitable to littoral creatures

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP5846684A Division JPS60203714A (en) 1984-03-28 1984-03-28 Reservoir type block and revetment levee using block for oceanic life to live

Publications (2)

Publication Number Publication Date
JPH01111907A JPH01111907A (en) 1989-04-28
JPH0223642B2 true JPH0223642B2 (en) 1990-05-24

Family

ID=16815414

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22454188A Granted JPH01111907A (en) 1988-09-09 1988-09-09 Sea dyke with box-shaped blocks and inhabitable to littoral creatures

Country Status (1)

Country Link
JP (1) JPH01111907A (en)

Also Published As

Publication number Publication date
JPH01111907A (en) 1989-04-28

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