JP2001336128A - Artificial bottom of water - Google Patents

Artificial bottom of water

Info

Publication number
JP2001336128A
JP2001336128A JP2000162344A JP2000162344A JP2001336128A JP 2001336128 A JP2001336128 A JP 2001336128A JP 2000162344 A JP2000162344 A JP 2000162344A JP 2000162344 A JP2000162344 A JP 2000162344A JP 2001336128 A JP2001336128 A JP 2001336128A
Authority
JP
Japan
Prior art keywords
mound
water
slag
steelmaking slag
sandy
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
JP2000162344A
Other languages
Japanese (ja)
Other versions
JP4656466B2 (en
Inventor
Tetsushi Numata
哲始 沼田
Yasuto Miyata
康人 宮田
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.)
JFE Engineering Corp
Original Assignee
NKK Corp
Nippon Kokan Ltd
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 NKK Corp, Nippon Kokan Ltd filed Critical NKK Corp
Priority to JP2000162344A priority Critical patent/JP4656466B2/en
Publication of JP2001336128A publication Critical patent/JP2001336128A/en
Application granted granted Critical
Publication of JP4656466B2 publication Critical patent/JP4656466B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Treatment Of Sludge (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide an inexpensive artificial bottom of water having an effect for purification of the bottom quality and water quality even if it is a small mound on which creatures ranging from a sandy area to sunken rock area can inhabit and further which can prevent generation of H2S. SOLUTION: The artificial bottom of water has a mound formed at least partly of furnace slag so as to substantially surround a sandy layer laid on the bottom of water as the feature in the first invention, and the average height of the mound at least partly formed of furnace slag in the first invention is 30 cm or higher and its average width is 50 cm or larger and the average thickness of the sandy layer in the inside surrounded by the mound is 5 cm or larger as the feature in the second invention. Further, at least a part of the sandy layer is formed of water-granulated slag obtained from blast furnace in the first and second inventions as the feature in the third invention.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、広くは水底の整備
技術に属し、特にヘドロが堆積した海域及び汽水域に好
適な人工水底に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention generally relates to a technique for improving water bottoms, and more particularly to an artificial water bottom suitable for sea areas and brackish water areas where sludge is deposited.

【0002】[0002]

【従来の技術】沿岸海域や汽水域でヘドロが堆積した水
底を生物の生息に適する環境とするための技術として
は、従来から底泥に覆砂したり、底泥を浚渫したりする
方法などが知られている。
2. Description of the Related Art Conventionally, as a technique for making the water bottom where sludge is deposited in coastal seas or brackish waters an environment suitable for habitat of living organisms, there are conventionally methods such as covering sand with bottom mud or dredging bottom mud. It has been known.

【0003】ここで用いられる覆砂材としては、海砂や
山砂など化学反応をともなわずに底泥を覆う効果のみを
有する材料が用いられている。また、築磯効果を期待し
て天然石で底泥を覆う場合もある。
[0003] As the sand covering material used here, a material such as sea sand or mountain sand that has only an effect of covering the bottom mud without a chemical reaction is used. In some cases, the bottom mud is covered with natural stones in anticipation of the Tsukiiso effect.

【0004】しかし、化学反応による底質・水質の浄化
作用を有しない海砂や山砂などの天然砂を覆砂材として
用いる場合は、例えば、底泥からの栄養塩類の溶出を防
止する効果が必要な場合には敷設する砂の厚みを厚くす
る必要があり、さらに広範囲に覆砂を行わないとその効
果が得られないという問題がある。
However, when natural sand such as sea sand or mountain sand which does not have a purifying action on sediment and water quality by a chemical reaction is used as a covering sand material, for example, an effect of preventing the elution of nutrients from sediment. When it is necessary, the thickness of the sand to be laid must be increased, and the effect cannot be obtained unless the sand is covered over a wide area.

【0005】上記のような問題に対し、特開平3−49
88号公報には粒状の製鋼スラグを覆砂材として用いる
技術が開示されている。具体的には、粒状の製鋼スラグ
として粒径が1mm程度の転炉スラグを用いることによ
り、その覆砂効果と転炉スラグ中のCaOやFe23
分によるH2SやPO4 3-の化学的除去効果により底質・
水質の浄化が図られることが報告されている。
To solve the above problem, Japanese Patent Laid-Open Publication No. 3-49
No. 88 discloses a technique using granular steelmaking slag as a covering material. Specifically, by using converter slag having a grain size of about 1 mm as granular steelmaking slag, the sand covering effect and H 2 S and PO 4 3− due to the CaO and Fe 2 O 3 components in the converter slag are used. Bottom sediment due to the chemical removal effect of
It is reported that purification of water quality can be achieved.

【0006】また、天然石のマウンドによる礫間接触酸
化や濾過作用により水質浄化を行う技術、さらに天然石
や天然砂を組み合わせて覆砂効果をも持たせた技術も用
いられている。
[0006] Further, a technique of purifying water by contact oxidation between gravel by a mound of natural stone and a filtering action, and a technique of providing a sand covering effect by combining natural stone and natural sand are also used.

【0007】[0007]

【発明が解決しようとする課題】しかしながら、底質・
水質の浄化が必要な水域は汚染された浮泥の流入が多い
ために、例えば、特開平3−4988号公報に記載され
ている粒径が1mm程度の転炉スラグを用いると、覆砂
初期には底質・水質浄化の効果を有するが、次第に覆砂
表面に浮泥が沈降堆積し、1年も経過しない内に覆砂表
面が浮泥で覆われ底質・水質浄化の効果が消失してしま
う。また、粒径が1mm程度の転炉スラグは固結するた
め、生物相の回復が遅く生物による底泥の分解効果も天
然石ほど期待できない。
[Problems to be solved by the invention]
In a water area where purification of water quality is required, a large amount of contaminated floating mud flows in. For example, when a converter slag having a particle size of about 1 mm described in JP-A-3-4988 is used, the Has the effect of purifying sediment and water, but the mud gradually sinks and accumulates on the surface of the sediment, and within one year, the surface of the sediment is covered with the mud and the effect of purifying the sediment and water is lost. Resulting in. Further, since converter slag having a particle size of about 1 mm solidifies, recovery of biota is slow, and the effect of decomposing bottom mud by living organisms cannot be expected as much as natural stone.

【0008】このような問題に対しては、粒径の大きい
製鋼スラグを直接底泥の上に敷設する方法も考えられる
が、この場合、製鋼スラグが底泥の中に沈み込むため、
敷設した製鋼スラグを有効に底質・水質浄化材として作
用させるためには、製鋼スラグを底泥の厚さ以上に敷設
しなければならず、製鋼スラグの敷設量が非常に多くな
ってしまう。また、粒径の大きい製鋼スラグを直接底泥
の上に敷設するだけでは砂質域に生息する生物の生息環
境には適さない。
To solve such a problem, a method of laying steelmaking slag having a large particle diameter directly on the bottom mud is conceivable. In this case, however, the steelmaking slag sinks into the bottom mud.
In order for the laid steelmaking slag to effectively act as a sediment / water purification material, the steelmaking slag must be laid more than the thickness of the bottom mud, and the laying amount of the steelmaking slag becomes extremely large. Further, simply laying steelmaking slag having a large particle size directly on bottom mud is not suitable for the habitat of living organisms living in sandy areas.

【0009】天然石のマウンドによる礫間接触酸化や濾
過作用により水質浄化を行う技術は、マウンドを海面上
まで構築する必要があり、さらにマウンドの幅も厚くし
なければならず、施工コストが嵩むといった問題があ
る。また、天然石のマウンドとそのマウンドの内側に天
然砂を覆砂として組み合わせて用いた場合は、マウンド
が無い場合に比べて覆砂エリアを小さくすることは可能
であるが、天然石のマウンドは、礫間接触酸化と礫間濾
過効果が充分に機能するのに必要な大型のマウンドを必
要とするため、施工コストの削減効果は小さい。
The technology of purifying water quality by contact oxidation between gravel and filtration by a mound of natural stone requires the mound to be built up to the surface of the sea, and the mound must be thicker, which increases the construction cost. There's a problem. When a mound of natural stone and natural sand inside the mound are used in combination as a cover sand, it is possible to make the sand cover area smaller than when there is no mound. Since the large mound necessary for the inter-contact oxidation and the inter-gravel filtration effect to function sufficiently is required, the effect of reducing the construction cost is small.

【0010】さらに、天然の砂による覆砂をマウンドと
組み合わせた場合は、天然砂は化学反応による底質・水
質浄化作用を有しないため、夏期の海水停滞期や生物の
活動が活発な時期には、ヘドロが堆積していない状態で
も間隙水中で硫酸還元菌の作用により数ppmのH2
が生成してしまうという問題がある。
[0010] Further, when sand covering with natural sand is combined with a mound, natural sand does not have a purifying action on sediment and water quality by a chemical reaction. Means that a few ppm of H 2 S is produced by the action of sulfate-reducing bacteria in pore water even when sludge is not deposited.
Is generated.

【0011】また、天然石や山砂は山を切り崩して採取
する必要があり、近年の環境問題から、その確保が難し
くなりつつある。
Further, it is necessary to collect natural stones and mountain sand by cutting down the mountain, and it is becoming difficult to secure natural stones and mountain sand due to recent environmental problems.

【0012】本発明はこのような問題を解決するために
なされたもので、小型のマウンドであっても底質・水質
浄化の効果を有し、砂質域から岩礁域までの生物が生息
可能で、さらにH2Sの発生を抑制し得る人工水底を安
価に提供することを目的とする。
The present invention has been made to solve such a problem, and has an effect of purifying sediment and water quality even with a small mound, and can inhabit organisms from a sandy area to a reef area. Therefore, an object of the present invention is to provide an artificial water bottom capable of further suppressing the generation of H 2 S at a low cost.

【0013】[0013]

【課題を解決するための手段】上記の課題は次の発明に
より解決される。第1の発明は、水底に敷設した砂質層
を略囲むように少なくとも一部が製鋼スラグからなるマ
ウンドを配したことを特徴とする人工水底である。
The above object is achieved by the following invention. A first invention is an artificial water bottom characterized in that a mound at least part of which is made of steelmaking slag is arranged so as to substantially surround a sandy layer laid on the water bottom.

【0014】第2の発明は、第1の発明において、少な
くとも一部が製鋼スラグからなるマウンドの平均高さが
30cm以上、平均幅が50cm以上であり、前記マウ
ンドに囲まれた内部の砂質層の平均厚さが5cm以上で
あることを特徴とする人工水底である。
According to a second aspect of the present invention, in the first aspect, a mound comprising at least a part of a steelmaking slag has an average height of 30 cm or more and an average width of 50 cm or more, and a sandy material surrounded by the mound. An artificial water bottom characterized in that the average thickness of the layer is 5 cm or more.

【0015】第3の発明は、第1の発明ないし第2の発
明において、砂質層の少なくとも一部が高炉水砕スラグ
からなることを特徴とする人工水底である。
A third invention is the artificial water bottom according to the first or second invention, wherein at least a part of the sandy layer is made of granulated blast furnace slag.

【0016】[0016]

【発明の実施の形態】以下、本発明の一実施形態につい
て説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below.

【0017】本発明に係る人工水底は、水底に敷設した
砂質層を略囲むように少なくとも一部が製鋼スラグから
なるマウンドを配したものである。ここで、水底とは海
域や汽水域などの水底である。
The artificial water bottom according to the present invention is provided with a mound at least partially made of steelmaking slag so as to substantially surround a sandy layer laid on the water bottom. Here, the water bottom is a water bottom such as a sea area or a brackish water area.

【0018】マウンドの少なくとも一部が製鋼スラグか
らなることにより、マウンド中の製鋼スラグがヘドロに
汚染された水中のP、Sを吸着し、マウンド内に敷設し
た砂質層へ周辺の水中からH2Sが混入することを防止
する。天然石を用いた場合のように、礫間接触酸化によ
ってH2Sの混入を防止することも可能であるが、製鋼
スラグ自身にSの吸着効果があるため、礫間接触酸化が
起こらない水底近傍のみにマウンドを配した場合でも十
分に水質浄化効果を発揮し、マウンドの小型化が可能と
なる。
Since at least a part of the mound is made of steelmaking slag, the steelmaking slag in the mound adsorbs P and S in the water contaminated with sludge, and forms H from the surrounding water into a sandy layer laid in the mound. to prevent the 2 S is mixed. As in the case of using natural stone, it is possible to prevent H 2 S from being mixed by intergranular contact oxidation, but since the steelmaking slag itself has an adsorption effect of S, near the water bottom where intergranular contact oxidation does not occur. Even when the mound is provided only in the mound, the water purification effect is sufficiently exhibited, and the mound can be reduced in size.

【0019】少なくとも一部が製鋼スラグからなるマウ
ンドとしては、マウンドの平均高さが30cm以上であ
り、その平均幅が50cm以上であることが好ましい。
マウンドの平均高さが30cm未満、あるいは平均幅が
50cm未満では、マウンドが水質浄化機能を発揮して
も、マウンドの上部を通過する水が容易に覆砂部に到達
してしまうため、マウンド内側の覆砂部分は、マウンド
が無い場合と同様の水と接触することとなり、マウンド
の水質浄化効果が、覆砂部で十分に発揮し得ないからで
ある。また、海域や汽水域では夏期の停滞期において、
海底面から30cm程度にはネフェロイド層が形成さ
れ、生物の棲息に非常に不適な環境となる。このネフェ
ロイド層の海水を覆砂部に進入させないためにも、マウ
ンドの高さは30cm以上とすることが好ましい。マウ
ンドの高さ及び幅の上限については特に限定されない
が、工業性あるいは敷設性などを考慮して決定すること
が好ましく、マウンドの平均高さとしては5m以下、マ
ウンドの幅の平均厚さとしては10m以下が好ましい。
なお、ここで、マウンドの高さ及び幅を平均の高さ及び
幅で規定しているが、これは敷設方法によりマウンドの
高さ及び幅に多少のバラツキが起こる場合があるためで
ある。
The mound having at least a portion made of steelmaking slag preferably has an average height of at least 30 cm and an average width of at least 50 cm.
If the average height of the mound is less than 30 cm or the average width is less than 50 cm, the water passing through the upper part of the mound will easily reach the sand cover even if the mound exhibits a water purification function. Is in contact with the same water as when there is no mound, and the water purification effect of the mound cannot be sufficiently exerted in the sand covering portion. In addition, in seas and brackish waters, during the stagnation period in summer,
A nepheloid layer is formed about 30 cm from the sea floor, which makes the environment very unsuitable for habitat of living things. The height of the mound is preferably 30 cm or more in order to prevent the seawater of the nepheloid layer from entering the sand cover portion. The upper limit of the height and width of the mound is not particularly limited, but it is preferable to determine the upper limit in consideration of industrial properties or layability, etc., as an average height of the mound of 5 m or less, and as an average thickness of the mound width. It is preferably 10 m or less.
Here, the height and width of the mound are defined by the average height and width, because some variations may occur in the height and width of the mound depending on the laying method.

【0020】ここで、マウンド全体に占める製鋼スラグ
の割合としては、製鋼スラグを50%以上、好ましくは
80%以上とすることが望ましい。なお、マウンドの少
なくとも一部を占める製鋼スラグとしては、転炉、電気
炉、混銑車などで発生したスラグのみならず、脱珪スラ
グ、脱硫スラグ、脱燐スラグなどの溶銑予備処理スラグ
などを用いることもでき、さらに製鋼スラグには地金が
含まれていても良い。
Here, the ratio of the steelmaking slag to the entire mound is preferably at least 50%, more preferably at least 80%. In addition, as steelmaking slag occupying at least a part of the mound, not only slag generated in a converter, an electric furnace, a mixed iron wheel, etc., but also hot metal pretreatment slag such as desiliconized slag, desulfurized slag, and dephosphorized slag is used. In addition, the steelmaking slag may contain metal.

【0021】なお、前記製鋼スラグは粒度調整(破砕あ
るいは篩分)していないものでも用いることはできる
が、粒径10mm以上のものを85mass%以上含ん
でいるものを用いることが好ましい。ここで、製鋼スラ
グの粒度調整方法としては、溶融スラグを冷却固化後、
重機等またはクラッシングプラントなどにより破砕し、
例えば10mm以上のふるい目のふるいを用いて選別す
る方法、水洗又は風力分級による方法などを用いること
ができる。製鋼スラグが粒径10mm以上のものを85
mass%以上含むことにより、製鋼スラグ間の固結が
防止され、マウンド内の間隙が大きく空き、浮泥がその
間隙に沈降することによりマウンドの表面がヘドロで覆
われることがなくなり、その結果水質の浄化効果が長期
間維持される。また、マウンド内の間隙は、付着性の珪
藻やごかい、えびなどの岩礁域の生物の好適な住処とな
り、生物相が早期に付着回復し、付着生物による水質浄
化も行われ、この点からも水質の浄化効果が長期間維持
される。さらに、製鋼スラグの粒径を20mm以上とす
ることによりマウンド内の間隙がより大きくなり、水質
の浄化効果の持続性がさらに向上し、かつハゼ、アナ
ゴ、ウナギなどの魚類の住処としても有効となる。
The steelmaking slag can be used without adjusting the grain size (crushing or sieving). However, it is preferable to use one containing 85 mass% or more of those having a particle size of 10 mm or more. Here, as a method of adjusting the particle size of the steelmaking slag, after cooling and solidifying the molten slag,
Crushed by heavy equipment or crushing plant, etc.
For example, a method of selecting using a sieve having a sieve of 10 mm or more, a method of washing with water or a method of air classification, and the like can be used. If the steelmaking slag has a particle size of 10 mm or more,
By containing at least mass%, the solidification between the steelmaking slags is prevented, the gap in the mound is largely empty, and the floating mud does not settle in the gap, so that the surface of the mound is not covered with the sludge. Purification effect is maintained for a long time. In addition, the gap in the mound becomes a suitable habitat for living organisms in the reef area such as adherent diatoms, oysters, shrimp, etc., and the biota can be attached and recovered early, and the water quality can be purified by the attached organisms. Water purification effect is maintained for a long time. Furthermore, by making the particle size of the steelmaking slag 20 mm or more, the gap in the mound becomes larger, the sustainability of the water purification effect is further improved, and it is also effective as a habitat for fish such as goby, eel, eel. Become.

【0022】なお、製鋼スラグにはCaOが含有されて
いるため、長期にわたり水と接すると、CaO+H2
→Ca(OH)2の反応により製鋼スラグが崩壊し、小
さな粒が生成し、この生成した小さな粒が製鋼スラグの
間隙に入り込んで水質の浄化効果を低減させるという懸
念もあるが、製鋼スラグが粒径10mm以上を85ma
ss%以上含むことにより、粒径が1mm程度の製鋼ス
ラグを用いた場合と比較して長期的な水質の浄化効果を
有する。なお、製鋼スラグの崩壊を防ぐ方法として、大
気、蒸気、オートクレーブ、炭酸ガスなどでエージング
処理した製鋼スラグを用いることも有効である。
Since steelmaking slag contains CaO, if it comes into contact with water for a long time, CaO + H 2 O
→ Steel slag collapses due to the reaction of Ca (OH) 2 , and small particles are generated, and there is a concern that the generated small particles may enter the gaps of the steel slag to reduce the water purification effect. 85ma for particle size of 10mm or more
By containing ss% or more, a long-term water purification effect is obtained as compared with a case where steelmaking slag having a particle size of about 1 mm is used. As a method of preventing the collapse of the steelmaking slag, it is also effective to use a steelmaking slag that has been aged with air, steam, an autoclave, carbon dioxide gas, or the like.

【0023】ここで、前記少なくとも一部が製鋼スラグ
からなるマウンドの製鋼スラグ以外の部分は、天然石、
コンクリート材、コンクリート廃材、陶板、鉄骨、鉄筋
などを用いることができる。
Here, the part other than the steelmaking slag of the mound at least a part of which is made of steelmaking slag is made of natural stone,
Concrete materials, waste concrete materials, porcelain plates, steel frames, reinforcing bars, and the like can be used.

【0024】少なくとも一部が製鋼スラグからなるマウ
ンドに囲まれた内部に砂質層を配することにより、砂質
層は底泥を覆い底泥からの栄養塩類の溶出を防止し、マ
ウンドによる水質浄化効果とともに生物の生息環境が維
持される。
By disposing a sandy layer inside a mound at least partly made of steelmaking slag, the sandy layer covers the bottom mud to prevent elution of nutrients from the bottom mud, and the water quality by the mound is reduced. The habitat of living things is maintained together with the purification effect.

【0025】なお、ここでは砂質層を敷設した後にその
砂質層の上に前記マウンドが乗るような構成としても良
く、或いはマウンドを構築した後にそのマウンドに囲ま
れた内部に砂質層を敷設するような構成としても良い
が、マウンドが沈み込みやすい水底状態の場合には、砂
質層の上にマウンドが乗るような構成とすることが好ま
しい。砂質層の上にマウンドが乗るような構成とするこ
とにより、マウンドの水底への沈み込みが軽減され、マ
ウンドに用いる材料の施工量を少なくできる効果があ
る。
Here, the construction may be such that the mound rides on the sandy layer after laying the sandy layer, or after the mound is constructed, the sandy layer is placed inside the mound. Although a configuration in which the mound is laid may be adopted, it is preferable that the mound ride on the sandy layer in the case of a water bottom state where the mound easily sinks. By adopting a configuration in which the mound rides on the sandy layer, it is possible to reduce the sinking of the mound to the bottom of the water and to reduce the amount of the material used for the mound.

【0026】つまり、この場合の好ましい実施形態は、
水底に敷設した砂質層を略囲むように少なくとも一部が
製鋼スラグからなるマウンドを前記砂質層の上に配した
ことを特徴とする人工水底である。
That is, a preferred embodiment in this case is:
An artificial water bottom, wherein a mound at least partly made of steelmaking slag is arranged on the sandy layer so as to substantially surround the sandy layer laid on the water bottom.

【0027】ここで、砂質層の厚さは砂質層が覆う底泥
の状況により適宜変更されるが、砂質層の平均厚さは5
cm以上とすることが好ましい。砂質層の平均厚さを5
cm以上とすることにより、底泥の覆砂効果がより有効
に発揮されるためである。
Here, the thickness of the sandy layer is appropriately changed depending on the condition of the bottom mud covered by the sandy layer.
cm or more. Average thickness of sandy layer is 5
cm or more, the effect of covering the bottom mud with sand is more effectively exhibited.

【0028】また、前記砂質層の少なくとも一部は高炉
水砕スラグからなることが好ましい。高炉水砕スラグを
砂質層に含有させることにより、高炉水砕スラグ自身の
S吸着効果とH2S発生抑制効果により生物の生息環境
としてより好適な状態となり、さらに砂質層の厚みを薄
くすることが可能となるからである。
Preferably, at least a part of the sandy layer is made of granulated blast furnace slag. By including the granulated blast furnace slag in the sandy layer, the granulated blast furnace slag becomes more suitable as a habitat for living organisms due to the S adsorption effect and the H 2 S generation suppressing effect of the granulated blast furnace slag itself, and the sandy layer is further reduced in thickness. This is because it becomes possible.

【0029】高炉水砕スラグは、敷設直後は高炉水砕ス
ラグ間隙のpHを8.5程度に維持し硫酸還元菌の活性
を抑制し、高炉水砕スラグ間隙での水中の硫酸塩イオン
のH 2S化を抑制する。さらに、水砕スラグの間隙は天
然の砂同様に貝やゴカイ等の好適なすみかとなる。
The granulated blast furnace slag is used immediately after the blast furnace is laid.
Maintain the pH of the lug gap at about 8.5 to maintain the activity of sulfate-reducing bacteria
Sulphate ions in water in the granulated blast furnace slag
H TwoS is suppressed. In addition, the gap of the granulated slag is
It is a suitable habitat for shellfish and creatures as well as natural sand.

【0030】少なくとも一部が製鋼スラグからなるマウ
ンドと砂質層の水底への敷設は、例えばガット船等を用
いた方法で行うことができる。
The mound at least partly made of steelmaking slag and the sandy layer can be laid on the bottom of the water by a method using, for example, a gut ship.

【0031】なお、海底の岩などにより海底構造が局所
的に凸部となっているような場所では、砂質層の厚さが
局所的にゼロとなることもあり得るが本発明の効果が損
なわれることはない。また、岩礁や防波堤の近傍で本発
明に係る人工水底を構築する場合、マウンドの一部を岩
礁や防波堤などに代替させても本発明の効果が損なわれ
ることはないが、マウンドの一部が欠落している場合
は、マウンドの外の汚れた水がマウンドによる水質浄化
作用を受けずにマウンド内に浸入するため、マウンド内
の水質が悪化し、水底生物の生息場としての効果は低減
する。
In a place where the seabed structure is locally convex due to seabed rocks or the like, the thickness of the sandy layer may be locally zero, but the effect of the present invention is not obtained. It will not be compromised. When the artificial water bottom according to the present invention is constructed near a reef or breakwater, the effect of the present invention is not impaired even if a part of the mound is replaced with a reef or breakwater, but a part of the mound is not damaged. If missing, dirty water outside the mound will enter the mound without being affected by the water purification effect of the mound, thus deteriorating the water quality inside the mound and reducing its effectiveness as a habitat for underwater organisms .

【0032】ここで、製鋼スラグによりマウンドを構築
する場合、例えば金網籠に製鋼スラグを充填したものを
設置する方法により行うことができる。この場合、製鋼
スラグの粒度は金網籠から製鋼スラグのほとんどが流出
しない程度とすることが好ましい。なお、金網籠を用い
てマウンドを構築する場合の金網籠の大きさは、マウン
ドを形成する際の施工性を考慮し、一辺の長さが1〜2
m程度の直方体形状とすることが好ましい。この場合
も、砂質層をあらかじめ水底に敷設し、敷設された部分
に金網籠を設置する事によって、金網籠の水底への沈み
込みが軽減されるため、金網籠の小型化や用いる製鋼ス
ラグの施工量を少なくする効果がある。
Here, when a mound is constructed from steelmaking slag, for example, a method can be employed in which a wire mesh basket filled with steelmaking slag is installed. In this case, it is preferable that the particle size of the steelmaking slag is such that almost no steelmaking slag flows out of the wire mesh basket. In addition, the size of the wire mesh basket when the mound is constructed using the wire mesh basket, the length of one side is 1 to 2 in consideration of the workability when forming the mound.
It is preferable to have a rectangular parallelepiped shape of about m. In this case, too, by laying a sandy layer on the water floor in advance and installing a wire mesh cage on the laid part, the sinking of the wire mesh cage into the water bottom is reduced, so the size of the wire mesh basket and the steelmaking slag to be used are reduced. This has the effect of reducing the amount of construction.

【0033】図1〜図4に本発明に係る人工水底の敷設
例を示す。図1は、水底5の上にマウンド1を円周状に
構築し、その内側に砂質層2を敷設した人工水底の平面
図であり、図2は図1におけるA−A断面構造を示す図
である。図3及び図4は、製鋼スラグ3を充填した金網
籠4を円周状に設置してマウンドを構築した場合の人工
水底の断面構造を示したもので、図3は製鋼スラグ3を
充填した金網籠4を水底5の上に設置した後その内側に
砂質層2を敷設した場合であり、図4は水底5の上に砂
質層2を敷設した後製鋼スラグ3を充填した金網籠4を
円周状に設置したものである。
1 to 4 show examples of laying an artificial water bottom according to the present invention. FIG. 1 is a plan view of an artificial water bottom in which a mound 1 is circumferentially constructed on a water bottom 5 and a sandy layer 2 is laid inside the mound 1, and FIG. 2 shows a cross-sectional structure taken along the line AA in FIG. FIG. FIGS. 3 and 4 show the cross-sectional structure of an artificial water bottom when a wire mound basket 4 filled with steelmaking slag 3 is circumferentially installed to construct a mound. FIG. FIG. 4 shows a case where the wire mesh basket 4 is placed on the water bottom 5 and then the sandy layer 2 is laid inside the wire mesh basket 4. FIG. 4 shows the wire mesh basket filled with the steelmaking slag 3 after the sandy layer 2 is laid on the water bottom 5. 4 are arranged in a circumferential shape.

【0034】このように構築されたマウンドと砂質層か
らなる人工水底は、砂質域から岩礁域に生息する様々な
生物の生息場となり、また、マウンドが小型でも良いこ
とから、工事費用の縮減にも繋がる。
The artificial bottom composed of the mound and the sandy layer constructed in this manner serves as a habitat for various living things from the sandy area to the rocky reef area, and the mound may be small. It leads to reduction.

【0035】[0035]

【実施例】(実施例1)浮泥の流入が多い海底の底泥上
に、マウンド高さを海底面より1m、マウンド幅1m
で、直径30mの円周上に製鋼スラグを断面形状が傾斜
面40度のほぼ2等辺三角形となるように積み上げてマ
ウンドを構築し、その中に天然砂を厚さ15cmで敷き
詰めた。マウンドの構築は、ガット船からグラブにて製
鋼スラグを海底におろした後、潜水士による手作業で製
鋼スラグを積み上げた。その後、マウンド内部に天然砂
を投入し、これも潜水士により、手ならしを行った。施
工1年後にその中の生物を調査したところ、多数の貝
類、ゴカイ類、ハゼ類の生息が観察され、良好な生物の
生息場が提供されていることが確認された。
[Example 1] (Example 1) The mound height is 1 m above the sea floor and the mound width is 1 m on the bottom of the sea floor where the inflow of floating mud is large.
Then, a mound was constructed by stacking steelmaking slag on a circumference of 30 m in diameter so that the cross-sectional shape became an approximately isosceles triangle having a slope of 40 degrees, and natural sand was spread in the mound in a thickness of 15 cm. The mound was constructed by lowering steelmaking slag to the sea floor by glove from a gut ship and then manually stacking steelmaking slag by divers. After that, natural sand was thrown into the mound, which was also handed by a diver. One year after the construction, the creatures were surveyed. As a result, a large number of shellfish, molluscs, and goby were observed, and it was confirmed that a favorable habitat for the creatures was provided.

【0036】(実施例2)浮泥の流入が多い海底の底泥
上に、マウンド高さを海底面より50cm、マウンド幅
70cmで四角形状の金網籠に入れた製鋼スラグを並べ
てマウンドを構築し、その中に水砕スラグを厚み10c
mで敷き詰めた。施工1年後にその中の生物を調査した
ところ、多数の貝類、ゴカイ類、ハゼ類の生息が観察さ
れ、良好な生物の生息場が提供されていることが確認さ
れた。
(Example 2) A mound is constructed by arranging steelmaking slag in a square wire mesh basket having a mound height of 50 cm from the sea bottom and a mound width of 70 cm on the bottom of the seabed where the inflow of floating mud is large. , Granulated slag in it, thickness 10c
m. One year after the construction, the creatures were surveyed. As a result, a large number of shellfish, molluscs, and goby were observed, and it was confirmed that a favorable habitat for the creatures was provided.

【0037】[0037]

【発明の効果】以上説明したように本発明によれば、小
型のマウンドであっても底質・水質浄化の効果を有し、
砂質域から岩礁域までの生物が生息可能で、さらにH2
Sの発生を抑制し得る人工水底が安価に提供される。
As described above, according to the present invention, even a small mound has an effect of purifying sediment and water quality,
It can inhabit creatures from sandy areas to rocky reef areas, and H 2
An artificial water bottom capable of suppressing the generation of S is provided at low cost.

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

【図1】本発明に係る人工水底の敷設例を示す平面図で
ある。
FIG. 1 is a plan view showing an example of laying an artificial water bottom according to the present invention.

【図2】図1におけるA−A断面構造を示す図である。FIG. 2 is a diagram showing a cross-sectional structure along AA in FIG.

【図3】製鋼スラグを充填した金網籠を円周状に設置し
てマウンドを構築した場合の人工水底の断面構造を示す
図である。
FIG. 3 is a view showing a cross-sectional structure of an artificial water bottom when a mound is constructed by circumferentially arranging a wire mesh basket filled with steelmaking slag.

【図4】製鋼スラグを充填した金網籠を円周状に設置し
てマウンドを構築した場合の人工水底の断面構造の他の
例を示す図である。
FIG. 4 is a diagram showing another example of the cross-sectional structure of the artificial water bottom in the case where a wire mesh basket filled with steelmaking slag is circumferentially installed to construct a mound.

【符号の説明】[Explanation of symbols]

1 マウンド 2 砂質層 3 製鋼スラグ 4 金網籠 5 水底 1 Mound 2 Sandy Layer 3 Steelmaking Slag 4 Wire Mesh Basket 5 Water Bottom

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 水底に敷設した砂質層を略囲むように少
なくとも一部が製鋼スラグからなるマウンドを配したこ
とを特徴とする人工水底。
1. An artificial water bottom, wherein a mound at least partly made of steelmaking slag is arranged so as to substantially surround a sandy layer laid on the water bottom.
【請求項2】 少なくとも一部が製鋼スラグからなるマ
ウンドの平均高さが30cm以上、平均幅が50cm以
上であり、前記マウンドに囲まれた内部の砂質層の平均
厚さが5cm以上であることを特徴とする請求項1に記
載の人工水底。
2. A mound at least partially composed of steelmaking slag has an average height of at least 30 cm, an average width of at least 50 cm, and an average thickness of a sandy layer inside the mound of at least 5 cm. The artificial water bottom according to claim 1, wherein:
【請求項3】 砂質層の少なくとも一部が高炉水砕スラ
グからなることを特徴とする請求項1ないし請求項2に
記載の人工水底。
3. The artificial water bottom according to claim 1, wherein at least a part of the sandy layer is made of granulated blast furnace slag.
JP2000162344A 2000-05-31 2000-05-31 Artificial bottom Expired - Fee Related JP4656466B2 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006262796A (en) * 2005-03-24 2006-10-05 Jfe Steel Kk Structure of covering sand for bottom sediment and method for covering sand
JP2013151787A (en) * 2012-01-24 2013-08-08 Chugoku Electric Power Co Inc:The Calcium hydroxide-containing granular material sand capping structure and method
CN104652348A (en) * 2015-02-16 2015-05-27 中交一航局第一工程有限公司 Deep-water foundation bed rock throwing system

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006262796A (en) * 2005-03-24 2006-10-05 Jfe Steel Kk Structure of covering sand for bottom sediment and method for covering sand
JP2013151787A (en) * 2012-01-24 2013-08-08 Chugoku Electric Power Co Inc:The Calcium hydroxide-containing granular material sand capping structure and method
CN104652348A (en) * 2015-02-16 2015-05-27 中交一航局第一工程有限公司 Deep-water foundation bed rock throwing system
CN104652348B (en) * 2015-02-16 2017-01-11 中交一航局第一工程有限公司 Deep-water foundation bed rock throwing system

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