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JPH074125B2 - Construction method of undersea structure using sludge - Google Patents

Construction method of undersea structure using sludge

Info

Publication number
JPH074125B2
JPH074125B2 JP2172932A JP17293290A JPH074125B2 JP H074125 B2 JPH074125 B2 JP H074125B2 JP 2172932 A JP2172932 A JP 2172932A JP 17293290 A JP17293290 A JP 17293290A JP H074125 B2 JPH074125 B2 JP H074125B2
Authority
JP
Japan
Prior art keywords
sludge
mixture
container
undersea
seabed
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 - Lifetime
Application number
JP2172932A
Other languages
Japanese (ja)
Other versions
JPH0463530A (en
Inventor
郁夫 岡林
悦男 麻薙
覚 渡辺
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.)
Chiyoda Corp
Original Assignee
Chiyoda Corp
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 Chiyoda Corp filed Critical Chiyoda Corp
Priority to JP2172932A priority Critical patent/JPH074125B2/en
Publication of JPH0463530A publication Critical patent/JPH0463530A/en
Publication of JPH074125B2 publication Critical patent/JPH074125B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/80Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
    • Y02A40/81Aquaculture, e.g. of fish

Landscapes

  • Artificial Fish Reefs (AREA)
  • Farming Of Fish And Shellfish (AREA)
  • Revetment (AREA)

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、海底に構造物を構築する海中構造物の構築方
法に関するものである。更に詳しくは、漁場としての海
洋環境改善及び漁場環境創造を目的として、 (a)河川、海域の底質、およびこの底質に土木工事で
生ずる軟弱掘削土、焼却灰、フライアッシュ、高炉滓な
どを混合したのち(本明細書では、以下「汚泥」と略
す)を資源として有効利用し、 (b)魚の生息に不可欠であるプランクトン等の増殖環
境に適した、例えば湧昇循環流が発生する海中構築物
(いわゆる海山)を海中に構築する方法に関する。
The present invention relates to a method for constructing an undersea structure for constructing a structure on the seabed. More specifically, for the purpose of improving the marine environment as a fishing ground and creating a fishing ground environment, (a) sediments in rivers and sea areas, and soft excavated soil, incineration ash, fly ash, blast furnace slag, etc. that are generated in civil engineering works (Hereinafter, abbreviated as “sludge” in the present specification) is effectively used as a resource, and (b) suitable for a growth environment of plankton, which is indispensable for fish habitation, for example, upwelling circulation flow is generated. The present invention relates to a method for constructing an undersea structure (so-called seamount) in the sea.

[従来の技術] 沿岸200海里時代を迎えて、当該海域の適切な環境保全
を考慮した高度利用技術の開発に期待が寄せられてい
る。
[Prior Art] With the era of 200 nautical miles along the coast, there are high expectations for the development of advanced utilization technology that considers appropriate environmental conservation in the area.

一方、近年の高度成長に伴う開発及び人工増加と集約に
よる底質の増加と悪化が起こり、弊害が生じて、海洋環
境保全の海底浄化技術が希求されている。
On the other hand, the seabed purification technology for the conservation of the marine environment has been sought after, because the increase and deterioration of the bottom sediment due to the development and the artificial increase and the integration due to the recent rapid growth have caused adverse effects.

海洋環境保全として、海域の底質悪化による底質改善技
術の開発は重要な課題である。膨大量の底質改善として
は、該底質の除去、固化、置き換え等の土木工学的な手
法及び微生物学的手法の提案が行なわれているものの、
決定的な解決策が未だ見出されていない。従来の底質改
善の方法としては、客土(覆土)、耕うん、浚渫が試み
られている。客土は、有機物が堆積した底質の上に新し
い土砂を散布・被覆することによって、底質からの栄養
塩溶出や有機物の発生を抑える方法である。また、耕う
んは、硬くなった底質地域や有機物の堆積した底質地域
を耕うん機を曳航することによって、強制的に攪拌反転
する方法である。次に、浚渫は、堆積したごみや底質の
ところを対象地域とし、漁場内の海水流動を阻害してい
る堆積土砂の除去、多量の有機物を含んだ底質の除去、
水産生物の適正な成育水深を保つための海底地盤の掘り
下げを行なう方法である。
Development of technology for improving bottom sediment due to deterioration of bottom sediment in the sea area is an important issue for marine environment conservation. As an enormous amount of bottom sediment improvement, although civil engineering techniques such as removal, solidification, and replacement of the bottom sediment and microbiological techniques have been proposed,
No definitive solution has been found yet. As conventional methods for improving bottom sediment, it has been attempted to use soil (cover soil), tillage, and dredging. The soil is a method of suppressing the elution of nutrient salts from the sediment and the generation of organic matter by spraying and coating new sediment on the sediment that has accumulated organic matter. In addition, tillage is a method of forcibly agitating and reversing by towing a tiller in a hardened bottom area or a bottom area where organic matter is accumulated. Next, for the dredging, the target area is the accumulated dust and sediment, removal of sediment that inhibits seawater flow within the fishing ground, removal of sediment containing a large amount of organic matter,
It is a method of excavating the seabed to maintain an appropriate growth depth for aquatic products.

一方、水産界にあっては、200海里水域時代に対応する
ために「とる漁業」から「つくる漁業」への転換が目指
されている。つまり、栽培漁業や海洋牧場技術の発展が
望まれている。
On the other hand, in the fisheries world, in order to respond to the era of 200 nautical miles, a shift from "fishing" to "creating" is aimed. In other words, the development of cultivation and fisheries and marine farm technology is desired.

従来の養殖漁業は、遠浅海岸におけるのりや貝類の養
殖、魚の養殖、魚礁の設置など、浅海の利用が主体であ
ったが、近年は開発し易い浅海部分が少なくなり、深海
における深層の栄養塩類の豊富な底部冷水を湧昇させて
プランクトンを増殖し、沖合を回遊するサバ、ブリ、カ
ツオ、マグロ等の浮魚類を滞留させる好漁場造成技術の
開発が課題となっている。
Conventional aquaculture has mainly used shallow water such as seaweed and shellfish cultivation, fish cultivation, and fish reef installation on the shallow coast, but in recent years, the shallow sea area that is easy to develop has decreased, and deep-sea nutrient salts have been developed. The development of a good fishing ground development technology that retains floating fish, such as mackerel, yellowtail, bonito, and tuna, by raising the abundant cold water of the bottom of the lake to propagate plankton, has become an issue.

海洋に生息する生物は、海洋表面に偏在しているが、そ
の分布は海の流れ、つまり海流(水平方向の流れ)と湧
昇流(鉛直方向の流れ)に大きく影響されている。該海
洋生物は、プランクトンを餌として次第に高次の植物連
鎖が形成された生態系下にある。このプランクトンの低
次段階に供する海洋の栄養塩補給機構としては、陸水の
流入の他、海洋深部からの湧昇流による供給がある。そ
れは、該栄養塩が海洋表層より深層の方が大きいことに
よる。湧昇のプランクトン高生産域は、他の海域の10倍
の生産力を持つとされている。このために、海洋におけ
る良い漁場は湧昇域と深い関係を持つ。このことは、湧
昇域の面積が全海域の0.1%にもかかわらず、魚類の生
産量が全海域の半分を占めていることから理解できる。
因に、日本近海で認められる湧昇域には、風成湧昇域、
地形性湧昇域、両者の混合形の三種類が認められてい
る。
Living organisms in the ocean are unevenly distributed on the surface of the ocean, but their distribution is greatly affected by ocean currents, that is, ocean currents (horizontal currents) and upwelling currents (vertical currents). The marine organisms are under the ecosystem in which higher order plant chains are formed by feeding plankton. As the ocean nutrient supply mechanism used for the lower stage of this plankton, in addition to the inflow of inland water, there is an upwelling supply from the deep ocean. This is because the nutrient is deeper than the ocean surface. Upwelling plankton high production areas are said to have 10 times the productivity of other sea areas. Because of this, good fishing grounds in the ocean have a close relationship with upwelling areas. This can be understood from the fact that despite the upwelling area covering 0.1% of the total sea area, fish production accounts for half of the total sea area.
By the way, the upwelling areas found in the waters around Japan include the eolian upwelling areas,
Three types of topographical upwelling areas and mixed types of both are recognized.

以上の理由から、海中構造物、特に人工湧昇流施設の造
成は大きな課題となる。該施設として、コンクリート構
造物、海底フェンス、ベンチュリー管等を海底に設置す
ることによって湧昇流を起こすこと、風力や波力あるい
は太陽エネルギーなどを利用し、動力で深層海水を汲み
上げること等が検討されている。
For the above reasons, the construction of undersea structures, especially artificial upwelling facilities, becomes a major issue. As such facilities, consideration will be given to causing upwelling by installing concrete structures, submarine fences, Venturi pipes, etc. on the seabed, and using wind power, wave power, or solar energy to pump deep seawater by power. Has been done.

[発明が解決しようとする課題] しかしながら、上記した従来の湧昇流施設にあっては、
例えばコンクリート構造物を構築する場合には、材料お
よび施工が大がかりでコストが高く、短時間に施工する
ことは困難であり、またフェンスやベンチュリー管など
を設置した場合には海の外力及び船舶の航行に問題があ
り、いずれも、コスト、確実性、実現可能性などに問題
があり、現状では実現に至っていない。又、求められて
いる保全のための浄化技術や汚泥処理技術と高度利用技
術を同時に解決しうる効果的技術の提案がなされていな
い。
[Problems to be Solved by the Invention] However, in the above-described conventional upwelling facility,
For example, when constructing a concrete structure, the material and construction are large and the cost is high, and it is difficult to construct in a short time. There are problems in navigation, and there are problems in cost, certainty, and feasibility, etc., and none have been realized at present. In addition, no effective technology has been proposed that can simultaneously solve the required purification technology and sludge treatment technology for conservation and advanced utilization technology.

[課題を解決するための手段] そこで本発明者は、上記した従来の問題点に鑑み、海底
浄化と汚泥の有効利用とともに、海中においても長期間
の使用に耐え、且つ低コストで海底に構造物を構築でき
る構築方法を開発すべく種々検討を重ねた結果、本発明
に到達したものである。
[Means for Solving the Problems] In view of the above-mentioned conventional problems, the present inventor has proposed a structure for forming a seabed at a low cost, which can be used for a long time even in the sea while purifying the seabed and effectively using sludge. As a result of various studies to develop a construction method capable of constructing an object, the present invention has been achieved.

即ち、本発明によれば、海中構造物の構築にあたり、栄
養塩を含有した汚泥に固化材を混合した混合物を海底の
所定位置に設置した容器に充填するに際して、容器内に
混合物の注入により上昇するシールを設けるとともに、
該容器内までパイプ体を掛け渡し、混合物を該パイプ体
を通して注入する海中構造物の構築方法、が提供され
る。
That is, according to the present invention, in the construction of the undersea structure, when filling a mixture of a sludge containing nutrients with a solidifying material into a container installed at a predetermined position on the seabed, the mixture is injected into the container to rise. With a seal to
Provided is a method for constructing an undersea structure in which a pipe body is hung in the container and a mixture is injected through the pipe body.

このことにより、弊害を生じている海域の浄化と汚泥の
大量処分が可能となり、しかも同時に海中に構造物を構
築できることとなる。
As a result, it is possible to purify the harmful sea area and dispose of a large amount of sludge, and at the same time, construct a structure in the sea.

本発明で対象となる海中構造物は、主として湧昇流を対
象とするが、貧栄養海域への長期にわたる安定した栄養
塩の供給構造物になり得るものである。さらに、この海
中構造物は、魚礁として活用することも可能である。
The undersea structure targeted by the present invention mainly targets upwelling currents, but can be a stable nutrient salt supply structure over a long period to the oligotrophic sea area. Furthermore, this undersea structure can also be utilized as a fish reef.

本発明で用いる汚泥とは、河川、海域の底質、およびこ
の底質に土木工事で生ずる軟弱掘削土、焼却灰、フライ
アッシュ、高炉滓などを混合したものをいう。特に底質
はその量も多く、大量の水分を含むため自然乾燥が難し
く、しかも有機物の腐敗のために悪臭を発生する等か
ら、経済的に処理することは容易でなく、その処理法の
確立が急務となっている。特に、環境汚染を増加させる
底質の処理には手をやいており、決定的な解決策はな
く、場当り的な問題を回避しているのが現状である。
The sludge used in the present invention refers to the sediment of rivers and sea areas, and a mixture of this sediment with soft excavated soil, incineration ash, fly ash, blast furnace slag, etc. generated in civil engineering work. In particular, sediment is large in amount, contains a large amount of water, is difficult to dry naturally, and produces a foul odor due to the decomposition of organic matter. Therefore, it is not easy to treat economically, and the method of treatment is established. Is an urgent task. In particular, the treatment of bottom sediment that increases environmental pollution is not done, there is no definitive solution, and the current situation is to avoid occasional problems.

従って、底質を本発明の構築材料として利用することに
より、環境の保全という面からも大いに役立つ。
Therefore, by utilizing the bottom sediment as a construction material of the present invention, it is very useful in terms of environmental protection.

また、本発明においては、容器は鋼製、布製、フィルム
またはシートからなるもののほか、廃船等を用いること
も可能である。所定位置に設置した容器に汚泥及び固化
材の混合物を充填する場合、船上より容器内まで、パイ
プ体を掛け渡し、このパイプ体を通して容器内に該混合
物を充填するようにすると、海水の汚濁防止の面および
設計位置への投入が確実になることから好ましい。
Further, in the present invention, the container may be made of steel, cloth, a film or a sheet, or a waste ship or the like. When filling a mixture of sludge and solidifying material into a container installed at a predetermined position, a pipe is hung from the ship to the inside of the container and the mixture is filled into the container through this pipe to prevent seawater contamination. It is preferable because it can be surely put on the surface and the design position.

汚泥及び固化材の混合物は、混合対象の汚泥が有機質等
に富む場合、設置した構造物が自然石やコンクリート製
構造物とは違い、それ自体栄養塩供給物であり、構造物
としての機能と栄養塩供給物としての機能を有する。
When the sludge to be mixed is rich in organic matter, the mixture of sludge and solidifying material is itself a nutrient salt supply, unlike the structure of natural stone or concrete, and as a function of the structure. It has a function as a nutrient supply.

[実施例] 次に、本発明の構築方法の例を第1図乃至第2図に基い
て説明する。
[Embodiment] Next, an example of the construction method of the present invention will be described with reference to FIGS.

本発明においては、海中に構造物を構築するに際し、そ
の型枠的な作用をする容器(またはタンク)9(第1図
参照)に、汚泥及び固化材の混合物を充填し、海底の所
定の位置に設置する。
In the present invention, when constructing a structure in the sea, a container (or tank) 9 (see FIG. 1), which acts as a formwork, is filled with a mixture of sludge and a solidifying material, and a predetermined amount of the sea floor is filled. Install in position.

容器(またはタンク)9の断面形状は円形でも角形でも
よく特に制限はない。また、材質としては鋼板の如き金
属材料、プラスチックス、フィルム、シート等が使用で
きる。
The cross-sectional shape of the container (or tank) 9 may be circular or rectangular and is not particularly limited. As the material, a metal material such as a steel plate, plastics, a film, a sheet or the like can be used.

次に、海底の所定位置に設置した容器に混合物を充填す
るに際しては、第1図及び第2図のように、海底に鋼製
タンク9を設置し、汚泥運搬船2等より栄養塩を含有し
た汚泥に固化材を混合した混合物14を、注入輸送管10を
介して鋼製タンク9に注入し、構造物とする。なお、3
は処理プラントであり、これで栄養塩を含有した汚泥に
固化材を混合する。
Next, when filling the mixture in a container installed at a predetermined position on the seabed, a steel tank 9 was installed on the seabed as shown in FIGS. 1 and 2, and a nutrient salt was contained from the sludge carrier 2 or the like. The mixture 14 obtained by mixing the sludge with the solidifying material is injected into the steel tank 9 through the injection transport pipe 10 to form a structure. 3
Is a treatment plant in which the solidifying material is mixed with the sludge containing nutrient salts.

タンク9の大きさは設置水深と構造物の規模により決定
されるが、例えば20m(直径)×4m(高さ)を単位と
し、これらを積み重ねて設置することにより、所定の構
造物を構築する。上記以上の径のタンクとする場合、高
さは格別の制限はないが、直径の1/5程度として定めれ
ばよい。又、注入時の汚濁と該混合物の拡散を防止する
ため、タンク9の内部は混合物の注入と共に、上下する
シール11を設ける。尚、第1図及び第2図において、12
はシールリングを示す。
Although the size of the tank 9 is determined by the installation water depth and the scale of the structure, for example, the unit is 20 m (diameter) × 4 m (height), and these are stacked and installed to construct a predetermined structure. . In the case of a tank having a diameter larger than the above, the height is not particularly limited, but may be set to about 1/5 the diameter. Further, in order to prevent contamination during injection and diffusion of the mixture, inside the tank 9 is provided a seal 11 that moves up and down as the mixture is injected. In addition, in FIG. 1 and FIG.
Indicates a seal ring.

なお、本発明において、汚泥と固化材の混合物を硬化さ
せることにより海中構造物を構築すると、該硬化物自体
栄養塩類を豊富に有するものであり、それらの栄養塩類
を必要とする生物等が生育する生物環境(生態系)が形
成され、間接的に栄養塩が利用されることから、従来の
コンクリート又は鋼製構造物では得られない海中構造物
としての優れた特性を持つ。
In the present invention, when an undersea structure is constructed by curing a mixture of sludge and a solidifying material, the cured product itself has abundant nutrient salts, and organisms that require these nutrient salts grow. Since the living environment (ecosystem) is formed and nutrient salts are indirectly used, it has excellent characteristics as an undersea structure that cannot be obtained by conventional concrete or steel structures.

固化材としては、従来公知の各種のものを活用すること
ができるが、石膏、ポゾラン物質、セメント物質の三素
材を主材とするものが好ましい。該固化材は対象汚泥中
にポルトランドセメントの凝結反応を阻害する有機物や
リン酸塩が含まれていても、効果的に反応して目的が達
成されるという特長がある。この固化材を汚泥と混合す
ると、固化材構成素材の諸成分と汚泥に含まれる水及び
微細土粒子との間で (a)微細土粒子のイオン交換反応 (b)エトリンガイトの生成反応 (c)トベルモナイト鉱物類似相を生成するポゾラン反
応 (d)炭酸カルシウム生成反応 (e)諸反応による非結晶ゲル状物質の生成反応等が並
行して起こり、土質安定に必要な骨格や粘着性の非結晶
状物質が汚泥中に生じ、汚泥は化学的に改良・固化され
る。
As the solidifying material, various conventionally known materials can be used, but a material mainly composed of three materials of gypsum, a pozzolanic material and a cement material is preferable. The solidifying material is characterized in that even if the target sludge contains an organic substance or a phosphate that inhibits the setting reaction of Portland cement, the solidification material reacts effectively to achieve the purpose. When the solidifying material is mixed with sludge, the components of the solidifying material and water and fine soil particles contained in the sludge (a) ion exchange reaction of fine soil particles (b) ettringite formation reaction (c) Pozzolanic reaction that produces a tobermonite mineral-like phase (d) Calcium carbonate formation reaction (e) Formation reactions of amorphous gel-like substances due to various reactions occur in parallel, and the skeleton and adhesive non-crystalline form required for soil stability Substances are generated in sludge, which is chemically improved and solidified.

なお、汚泥として、底質に土木工事で生ずる軟弱掘削
土、焼却灰、フライアッシュ、高炉滓などを混合したも
のを用いると、高炉滓などはフィラーや骨材としての効
果があり、立地条件によっては好ましいものである。
If sludge is a mixture of soft excavated soil, incineration ash, fly ash, blast furnace slag, etc., which is generated in civil engineering work, the blast furnace slag, etc. is effective as a filler or aggregate depending on the site conditions. Is preferred.

[発明の効果] 以上説明したように、本発明の海中構造物の構築方法に
よれば、次の効果が奏せられる。
[Effects of the Invention] As described above, according to the method for constructing an undersea structure of the present invention, the following effects can be obtained.

通常処理に因っている大量の汚泥の無害化処理とそ
の有効利用ができる。
It can detoxify a large amount of sludge due to normal treatment and effectively use it.

海底浄化と、汚泥を組材とする構造物による新たな
開発施設を構築することができる。
It is possible to construct a new development facility with seabed purification and a structure that uses sludge as a material.

富栄養海域の汚泥を貧栄養海域に移動し、栄養分供
給施設を構築することができる。
Sludge from eutrophic waters can be moved to oligotrophic waters to build a nutrient supply facility.

大型の海中構造物を経済的に構築することができ
る。
Large undersea structures can be constructed economically.

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

第1図は本発明の構築方法に用いる海底容器の例を示す
斜視図、第2図は海底容器を用いた本発明の構築方法の
一例を示す全体概要図である。 2…汚泥運搬船、3…処理プラント、9…海底タンク、
10…注入輸送管、11…シール、12…シールリング、14…
混合物。
FIG. 1 is a perspective view showing an example of a seabed container used in the construction method of the present invention, and FIG. 2 is an overall schematic view showing an example of the construction method of the present invention using a seabed container. 2 ... Sludge carrier, 3 ... Treatment plant, 9 ... Submarine tank,
10 ... injection transport pipe, 11 ... seal, 12 ... seal ring, 14 ...
blend.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】海中構造物の構築にあたり、栄養塩を含有
した汚泥に固化材を混合した混合物を海底の所定位置に
設置した容器に充填するに際して、容器内に混合物の注
入により上昇するシールを設けるとともに、該容器内ま
でパイプ体を掛け渡し、混合物を該パイプ体を通して注
入することを特徴とする海中構造物の構築方法。
1. When constructing an undersea structure, when a mixture of a sludge containing nutrients and a solidifying material is filled in a container installed at a predetermined position on the seabed, a seal that rises by injecting the mixture into the container is used. A method for constructing an undersea structure, characterized in that the pipe body is provided over the container and the mixture is injected through the pipe body.
【請求項2】海中構造物が人工湧昇流施設である請求項
1記載の構築方法。
2. The construction method according to claim 1, wherein the undersea structure is an artificial upwelling facility.
JP2172932A 1990-06-29 1990-06-29 Construction method of undersea structure using sludge Expired - Lifetime JPH074125B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2172932A JPH074125B2 (en) 1990-06-29 1990-06-29 Construction method of undersea structure using sludge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2172932A JPH074125B2 (en) 1990-06-29 1990-06-29 Construction method of undersea structure using sludge

Publications (2)

Publication Number Publication Date
JPH0463530A JPH0463530A (en) 1992-02-28
JPH074125B2 true JPH074125B2 (en) 1995-01-25

Family

ID=15951025

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2172932A Expired - Lifetime JPH074125B2 (en) 1990-06-29 1990-06-29 Construction method of undersea structure using sludge

Country Status (1)

Country Link
JP (1) JPH074125B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7473487B2 (en) 2001-06-05 2009-01-06 Panasonic Corporation Temperature fuse, and battery using the same
JP5753210B2 (en) * 2013-03-11 2015-07-22 中性固化土工事業協同組合 Processing method for constructing algae reef using dredged soil

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5645145A (en) * 1979-09-21 1981-04-24 Nittetsu Kinzoku Kogyo Kk Setting of breeding bank of shrimp *iseebi* by precipitation
JPS5743205A (en) * 1980-08-27 1982-03-11 Hitachi Ltd Speed feedback circuit
JPS61187731A (en) * 1985-02-14 1986-08-21 千代田化工建設株式会社 artificial fishing reef
JPS62138124A (en) * 1985-12-11 1987-06-20 株式会社大林組 Construction of artificial fish bank
JPS62289128A (en) * 1986-06-09 1987-12-16 千代田化工建設株式会社 Artificial algae bank
JPS6314926A (en) * 1986-07-07 1988-01-22 Nippon Solid Co Ltd Underwater soil and sand-sampling and charging work
JPS6359827A (en) * 1986-08-30 1988-03-15 東急建設株式会社 Production of submerged artificial fish bank made of concrete
JPS63103124A (en) * 1986-10-21 1988-05-07 Toa Harbor Works Co Ltd Sand covering work for seabed
JPH01250527A (en) * 1988-03-31 1989-10-05 Sumitomo Constr Co Ltd Casting method for earth or the like into water

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5577958U (en) * 1978-11-24 1980-05-29

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5645145A (en) * 1979-09-21 1981-04-24 Nittetsu Kinzoku Kogyo Kk Setting of breeding bank of shrimp *iseebi* by precipitation
JPS5743205A (en) * 1980-08-27 1982-03-11 Hitachi Ltd Speed feedback circuit
JPS61187731A (en) * 1985-02-14 1986-08-21 千代田化工建設株式会社 artificial fishing reef
JPS62138124A (en) * 1985-12-11 1987-06-20 株式会社大林組 Construction of artificial fish bank
JPS62289128A (en) * 1986-06-09 1987-12-16 千代田化工建設株式会社 Artificial algae bank
JPS6314926A (en) * 1986-07-07 1988-01-22 Nippon Solid Co Ltd Underwater soil and sand-sampling and charging work
JPS6359827A (en) * 1986-08-30 1988-03-15 東急建設株式会社 Production of submerged artificial fish bank made of concrete
JPS63103124A (en) * 1986-10-21 1988-05-07 Toa Harbor Works Co Ltd Sand covering work for seabed
JPH01250527A (en) * 1988-03-31 1989-10-05 Sumitomo Constr Co Ltd Casting method for earth or the like into water

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Publication number Publication date
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