JP2696072B2 - Seawall protection block - Google Patents

Seawall protection block

Info

Publication number
JP2696072B2
JP2696072B2 JP6291870A JP29187094A JP2696072B2 JP 2696072 B2 JP2696072 B2 JP 2696072B2 JP 6291870 A JP6291870 A JP 6291870A JP 29187094 A JP29187094 A JP 29187094A JP 2696072 B2 JP2696072 B2 JP 2696072B2
Authority
JP
Japan
Prior art keywords
block
wave
seawall
revetment
space
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 - Fee Related
Application number
JP6291870A
Other languages
Japanese (ja)
Other versions
JPH08151621A (en
Inventor
忠美 池田
Original Assignee
千葉窯業株式会社
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 千葉窯業株式会社 filed Critical 千葉窯業株式会社
Priority to JP6291870A priority Critical patent/JP2696072B2/en
Publication of JPH08151621A publication Critical patent/JPH08151621A/en
Application granted granted Critical
Publication of JP2696072B2 publication Critical patent/JP2696072B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は自然環境保護の一環と
して、河川岸や河川床を保護することを目的とした護岸
護床用ブロックに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a revetment protection block for protecting a riverbank or a riverbed as a part of natural environment protection.

【0002】[0002]

【従来の技術】近時、自然環境保護の一環として、水辺
に豊かな自然と生き物への優しい生息環境を創出するた
め、河川の新規なる護岸・護床策が要望されている。従
来の護岸策としては、岸の法面をコンクリート等にて全
面的に被覆することなく、砕石で被覆したり、じゃかご
(蛇篭)を階段層状に敷設したりする一方、河川床の水
流の緩慢化を図るための護床策としては、根固用基礎コ
ンクリートブロックの上に、埋め込み金具やボルトナッ
トを介して杉、松丸太又は溝型鋼の方角材を任意の層数
に井桁状に組み合わせ、その井桁内に石等の中詰材を投
入してなる沈床ブロックが提供されている。
2. Description of the Related Art In recent years, as a part of the protection of the natural environment, there has been a demand for new seawall protection measures for rivers in order to create abundant nature on the waterside and a friendly habitat for living things. Conventional revetment measures include covering the slopes of the shore with crushed stones without covering them entirely with concrete, etc. As a protection method for slackening, cedar, pine log, or cross-section steel is combined in any number of layers in a cross-girder manner on the foundation concrete block for foundation with embedded metal fittings or bolts and nuts. In addition, there is provided a submerged block in which a filling material such as stone is charged into the girder.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、じゃか
ごは金網からなる袋の中に小石等を挿入して開口部を閉
じることにより作成するものであって、その作成に人手
を有してコスト高になり、しかも、金網は腐食し易いか
ら耐久性に脆くて、金網に代わるネット物が要望されて
いるが、これに応えるべき硬質ネトロン(商品名)は高
価となる。
However, a basket is made by inserting pebbles or the like into a bag made of a wire mesh and closing the opening, which requires manual labor and increases costs. In addition, since the wire mesh is easily corroded, the wire mesh is brittle in durability, and there is a demand for a net material to replace the wire mesh. However, a hard netron (trade name) to meet this demand is expensive.

【0004】また、沈床ブロックは杉、松丸太を間伐材
を用いるから廉価であるとしても、運搬費用が必要であ
り、かつ、自然に生殖しているものを伐採するので環境
破壊を伴い、好ましいものではなく、しかも、その腐食
を防止するために特殊の薬品等を用いて防腐処理をする
ので、その薬品等が水中に浸透して水棲動植物の生息箇
所としてふさわしくないものである。
[0004] In addition, even if the sediment block is inexpensive because cedar and pine logs are made of thinned wood, transportation costs are required, and those that are naturally reproductive are cut down, which is environmentally destructive and is preferable. However, since it is preservative treatment using a special chemical or the like in order to prevent its corrosion, the chemical or the like permeates into the water and is not suitable as a habitat for aquatic plants and animals.

【0005】そこで、この発明は、上記事情に鑑みて、
水棲動植物の生息に支障を生じない新しい護岸護床用ブ
ロックを提供する。
In view of the above circumstances, the present invention
To provide a new revetment block that does not hinder the aquatic flora and fauna.

【0006】[0006]

【課題を解決するための手段】この発明にかかる護岸護
床用ブロックは、請求項1によれば、河川の岸や床に敷
設して護岸及び護床をするコンクリートブロックにおい
て、方形盤状で根固用の基礎ブロックの上面に、河川の
水流を撹乱して緩やかにする多角錐形又は半球形の複数
の消波突起を一体形成してなることを特徴とする。
According to a first aspect of the present invention, there is provided a seawall protection block according to the present invention, which is a concrete block which is laid on a river shore or a floor to provide a seawall and a seabed. A plurality of polygonal pyramidal or hemispherical wave-dissipating projections for disturbing and easing the water flow of a river are integrally formed on the upper surface of a foundation block for roots.

【0007】請求項2によれば、前記請求項1におい
て、前記消波突起で囲まれたスペースが基礎ブロックの
上面に形成されていることを特徴とする。
According to a second aspect, in the first aspect, a space surrounded by the wave breaking projection is formed on an upper surface of the basic block.

【0008】そして請求項3によれば、前記請求項1又
は2において、前記消波突起又は前記消波突起で囲ま
れたスペースに小石等の中詰材が投入されていることを
特徴とする。
[0008] Then, according to claim 3, in claim 1 or 2, surrounded by the inter-wave dissipating projection or the wave dissipating projections
Characterized in that the filling material in the pebbles in space which is turned.

【0009】[0009]

【作用】河川の岸や川床に護岸護床用ブロックを敷設す
れば、消波突起が水流を撹乱し緩やかにして、消波突起
間若しくは中詰材間又はスペース内に土砂の堆積を促進
し、水藻が繁殖し、この水藻を求めて水棲動物が生息で
きるようになる。
[Function] If a seawall block is laid on the shore or riverbed of a river, the wave-breaking protrusions disturb the water flow and make it gentle, accumulating sediment between the wave-breaking protrusions or between the filling material or in the space. Water algae will proliferate, and aquatic animals will be able to inhabit the water algae.

【0010】[0010]

【実施例】以下この発明の実施例を図面に基づき説明す
る。図1に示すように、河川の岸1及び川床2に護岸護
床用ブロック3が適宜敷設される。この護岸護床用ブロ
ック3は、コンクリートからなる根固用の基礎ブロック
4の上に略三角錐形の複数の消波突起5が形成されてな
る。そして、川床2には層状に護岸護床用ブロック3が
積み上げられる。そして、必要によっては、図2に示す
ように、この消波突起5の間には小石等の中詰材6が投
入される。
Embodiments of the present invention will be described below with reference to the drawings. As shown in FIG. 1, a revetment protection block 3 is laid on a river bank 1 and a riverbed 2 as appropriate. The revetment protection block 3 comprises a plurality of substantially triangular pyramidal wave-breaking projections 5 formed on a foundation block 4 made of concrete for anchoring. And, on the riverbed 2, the seawall protection blocks 3 are stacked in layers. If necessary, as shown in FIG. 2, a filling material 6 such as pebbles is put between the wave breaking projections 5.

【0011】護岸護床用ブロック3は、図3に示すよう
に、基礎ブロック4が所定面積の方形板状体であって、
相対向する辺部に吊環7が埋め込み形成され、底面に溝
8が形成され、上面の周辺部に複数の消波突起5が整列
して一体形成されてなる。この消波突起5は略三角錐形
であるが、場合によりては半球形又は多角錐形としても
よく、これらの消波突起5によって囲まれる内部におい
て基礎ブロック4の上面に中詰材6を載置するためのス
ペース9を形成してある。
As shown in FIG. 3, the block 3 for seawall protection is a base plate 4 having a rectangular plate-like body having a predetermined area.
Suspension rings 7 are buried in opposing sides, grooves 8 are formed in the bottom surface, and a plurality of wave-breaking projections 5 are aligned and integrally formed on the periphery of the upper surface. The wave-absorbing projections 5 have a substantially triangular pyramid shape, but may have a hemispherical shape or a polygonal pyramid shape in some cases. A space 9 for mounting is formed.

【0012】消波突起5は、底辺の一つが一直線上に沿
うとともに、頂点が互いに向き合うような幾何学的配置
構成の整列方法を採用したが、これは成形上の都合によ
るものであって、消波突起5の整列方法については任意
である。さらには、図4に示すように、前記スペース9
を敢えて設けることなく、消波突起5の複数列を辺部に
平行に整列させて形成し、中央部の2列間に若干広い間
隔を持たせることにより、その間隔部9aをスペースと
してもよい。
The wave-absorbing projection 5 employs an alignment method of a geometric arrangement in which one of the bases is along a straight line and the vertices face each other. This is due to the convenience of molding. The method of arranging the wave breaking projections 5 is arbitrary. Further, as shown in FIG.
Without intentionally providing, a plurality of rows of the wave-breaking projections 5 are formed to be aligned in parallel with the sides, and a slightly wide space is provided between the two rows at the center, so that the space 9a may be a space. .

【0013】スペース9は一つに限定することなく、図
5に示すように、前記基礎ブロック4よりも大型化した
基礎ブロック4aの上面に消波突起5を周辺部と内部に
略十字状にそれぞれ形成して四隅スペース9b及び中央
スペース9cを形成することにより、4〜5のスペース
を形成できるようにしてもよい。基礎ブロック4aの底
面には複数の溝8aが形成されている。勿論、基礎ブロ
ック4aの相対向する辺部には吊環7が適宜数埋め込ま
れる。
The space 9 is not limited to one. As shown in FIG. 5, the wave-absorbing projections 5 are formed on the upper surface of the basic block 4a larger than the basic block 4 in a substantially cross shape at the peripheral portion and inside. The four corner spaces 9b and the center space 9c may be formed to form four to five spaces. A plurality of grooves 8a are formed on the bottom surface of the basic block 4a. Needless to say, the suspension rings 7 are appropriately embedded in opposing sides of the basic block 4a.

【0014】したがって、川岸1や川床2に複数の護岸
護床用ブロック3を敷設し、若しくは、その敷設した上
に更に重ねて固定配置することにより、消波突起5が水
流を撹乱して低下させ、緩やかな流れにしてスペース9
内に導くことにより、そのスペース9内に土砂の堆積を
促進し、その土砂等に水藻等が繁殖し、その水藻を求め
て魚等の水棲動物が繁殖することとなるのである。
Therefore, by laying a plurality of seawall protection blocks 3 on the riverbank 1 or the riverbed 2, or by laying the blocks 3 on top of each other, the wavebreaking projections 5 disturb the water flow and lower the waterflow. Space 9
By guiding the inside, the accumulation of sediment in the space 9 is promoted, water algae and the like propagate on the soil and the like, and aquatic animals such as fish breed for the water algae.

【0015】また、川岸1や川床2に護岸護床用ブロッ
ク3が固定されるとともに、スペース9内に小石等の中
詰材6を投入しておくことにより、中詰材6は消波突起
5で制止されて流れ落ちることなく保持され、消波突起
5と中詰材6が水流を撹乱して低下させ、緩やかな流れ
にしてスペース9内に導くことにより、そのスペース9
内の中詰材6を生息の根拠地として水棲動物が繁殖する
こととなる。
Also, the seawall protection block 3 is fixed to the riverbank 1 and the riverbed 2 and the filling material 6 such as pebbles is put in the space 9, so that the filling material 6 becomes a wave breaking protrusion. 5 and is held without flowing down, and the wave breaking projections 5 and the filling material 6 disturb and lower the water flow, and guide the water flow into the space 9 by a gentle flow.
Aquatic animals will breed using the inner filling material 6 as a base for inhabitation.

【0016】なお、川岸1や川床2に護岸護床用ブロッ
ク3を敷設作業は、適宜のクレーン等で吊環7を介し一
つ一つ吊り上げて配置固定すればよいから、敷設作業の
迅速性が達成される。
The work for laying the revetment protection blocks 3 on the riverbank 1 and the riverbed 2 can be performed by lifting them one by one through a suspension ring 7 with an appropriate crane or the like, and then fixing them. Achieved.

【0017】かくして、新規の護岸護床用ブロック3に
より、水棲動植物の生息に支障を生じない新しい護岸護
床ができる。
Thus, the new seawall protection block 3 can provide a new seawall which does not hinder the inhabitation of aquatic animals and plants.

【0018】[0018]

【発明の効果】以上説明したこの発明によれば、多角錐
形又は半球形の複数の消波突起を方形盤状の基礎ブロッ
ク上面に形成したコンクリートブロックとしたので、
ゃかごのように作成に人手を有してコスト高になること
なく、しかも、金網を用いないから腐食に耐えて耐久性
に優れ、また、沈床ブロックのように自然に生殖してい
る杉や松丸太を井桁状に組む必要もなく、さらに、腐食
を防止するために特殊の薬品等を用いて防腐処理をする
こともなくて、水棲動植物の生息箇所としてふさわしい
ものである。さらに、消波突起の間又は消波突起で囲ま
れたスペース内に小石等の中詰材を投入でき、その中詰
材が流されることのないように消波突起で保持できるか
ら、自然環境にきわめて近い護岸護床ができる。
According to the present invention described above, the polygonal pyramid
A plurality of wave-breaking protrusions of
It is a concrete block formed on the upper surface of the building, so that it does not have to be expensive like a basketball, and it is resistant to corrosion because it does not use a wire mesh, and has excellent durability. It is not necessary to form cedars and pine logs that are naturally reproductive as in the shape of a girder, and there is no need to perform preservative treatment using special chemicals or the like to prevent corrosion. It is appropriate as a place. In addition, surrounded by or surrounded by wave breaking protrusions
Filling material such as pebbles into the space
Can the material be held by the wave-breaking projection so that the material is not washed away?
Therefore, revetment barriers that are very close to the natural environment can be created.

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

【図1】この発明にかかる護岸護床用ブロックの適用状
態側面図
FIG. 1 is a side view of an applied state of a seawall protection block according to the present invention.

【図2】この発明にかかる護岸護床用ブロックの適用状
態側面図
FIG. 2 is a side view of an applied state of a seawall protection block according to the present invention.

【図3】この発明にかかる護岸護床用ブロックを示す正
面図(A)、平面図(B)、側面図(C)及び底面図
(D)
FIG. 3 is a front view (A), a plan view (B), a side view (C), and a bottom view (D) showing a seawall protection block according to the present invention.

【図4】この発明にかかる他の護岸護床用ブロックを示
す正面図(A)、平面図(B)、側面図(C)及び底面
図(D)
FIG. 4 is a front view (A), a plan view (B), a side view (C), and a bottom view (D) showing another revetment protection block according to the present invention.

【図5】この発明にかかる更に他の護岸護床用ブロック
を示す正面図(A)、平面図(B)、側面図(C)及び
底面図(D)
FIG. 5 is a front view (A), a plan view (B), a side view (C), and a bottom view (D) showing still another seawall protection block according to the present invention.

【符号の説明】[Explanation of symbols]

1…河川の岸 2…川床 3…護岸護床用ブロック 4…基礎ブロック 5…消波突起 6…中詰材 7…吊環 9,9a〜9c…スペース DESCRIPTION OF SYMBOLS 1 ... River bank 2 ... Riverbed 3 ... Seawall protection block 4 ... Foundation block 5 ... Wave breaking protrusion 6 ... Filling material 7 ... Suspension ring 9, 9a-9c ... Space

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 河川の岸や床に敷設して護岸及び護床を
するコンクリートブロックにおいて、方形盤状で根固用
の基礎ブロックの上面に、河川の水流を撹乱して緩やか
にする多角錐形又は半球形の複数の消波突起を一体形成
してなることを特徴とする護岸護床用ブロック。
1. A concrete block was laid on shore and bed of the river to the revetment and Mamoruyuka, the upper surface of the base block for the root solid in a square plate shape, made gentle by disrupting the flow of the river pyramid A block for seawall protection, wherein a plurality of wave-shaped protrusions of a shape or a hemisphere are integrally formed.
【請求項2】 請求項1において、前記消波突起で囲ま
れたスペースが基礎ブロックの上面に形成されているこ
とを特徴とする護岸護床用ブロック。
2. The block according to claim 1, wherein a space surrounded by the wave breaking protrusion is formed on an upper surface of a foundation block.
【請求項3】 請求項1又は2において、前記消波突起
又は前記消波突起で囲まれたスペースに小石等の中詰
材が投入されていることを特徴とする護岸護床用ブロッ
ク。
3. The wave-absorbing projection according to claim 1, wherein
Or between the revetment Mamoruyuka block, characterized in that the filling material in the pebbles in space surrounded by the wave dissipating projection is on.
JP6291870A 1994-11-28 1994-11-28 Seawall protection block Expired - Fee Related JP2696072B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6291870A JP2696072B2 (en) 1994-11-28 1994-11-28 Seawall protection block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6291870A JP2696072B2 (en) 1994-11-28 1994-11-28 Seawall protection block

Publications (2)

Publication Number Publication Date
JPH08151621A JPH08151621A (en) 1996-06-11
JP2696072B2 true JP2696072B2 (en) 1998-01-14

Family

ID=17774506

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6291870A Expired - Fee Related JP2696072B2 (en) 1994-11-28 1994-11-28 Seawall protection block

Country Status (1)

Country Link
JP (1) JP2696072B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4897957B2 (en) * 2006-12-21 2012-03-14 卓生 行本 Anti-slip mechanism on stair type gentle slope revetment
KR101387168B1 (en) * 2012-03-09 2014-05-12 (주)에스아이콘크리트 Anti-scour blocks for river bed
CN104452690A (en) * 2014-12-05 2015-03-25 长江勘测规划设计研究有限责任公司 Concrete roughing pier flexible apron structure and construction method

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0522622U (en) * 1991-08-20 1993-03-23 株式会社旭ダンケ Civil engineering concrete block

Also Published As

Publication number Publication date
JPH08151621A (en) 1996-06-11

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