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JPH0559684B2 - - Google Patents
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JPH0559684B2 - - Google Patents

Info

Publication number
JPH0559684B2
JPH0559684B2 JP60276976A JP27697685A JPH0559684B2 JP H0559684 B2 JPH0559684 B2 JP H0559684B2 JP 60276976 A JP60276976 A JP 60276976A JP 27697685 A JP27697685 A JP 27697685A JP H0559684 B2 JPH0559684 B2 JP H0559684B2
Authority
JP
Japan
Prior art keywords
sand
water
formwork
earth
reef
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
JP60276976A
Other languages
Japanese (ja)
Other versions
JPS62138124A (en
Inventor
Daizo Kida
Hiroshi Kubo
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.)
Obayashi Corp
Original Assignee
Obayashi 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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP60276976A priority Critical patent/JPS62138124A/en
Publication of JPS62138124A publication Critical patent/JPS62138124A/en
Publication of JPH0559684B2 publication Critical patent/JPH0559684B2/ja
Granted 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)

Description

【発明の詳細な説明】 《産業上の利用分野》 この発明は、人工漁礁の構築方法に関し、特
に、現場施工により人工漁礁を構築する方法に関
する。
DETAILED DESCRIPTION OF THE INVENTION <<Industrial Application Field>> The present invention relates to a method for constructing an artificial fishing reef, and particularly relates to a method for constructing an artificial fishing reef by on-site construction.

《従来の技術》 一般に平坦な海底面では魚類が繁殖し難いもの
であるため、この種の海底面に人工漁礁を構築
し、これを漁場とすることが多く行なわれてい
る。
<<Prior Art>> Generally, it is difficult for fish to breed on a flat seabed surface, so artificial fishing reefs are often constructed on this type of seabed surface and used as fishing grounds.

これらの人工漁礁は、一般に陸上で成形したブ
ロツクを漁礁構築予定まで運搬し、このブロツク
を沈設するという方法が採られている。
Generally, these artificial reefs are constructed using a method in which blocks are formed on land, transported to the site where the reef is to be constructed, and then submerged.

《発明が解決しようとする問題点》 しかしながら、このような方法によれば、運搬
力や地上における製造設備などの面からブロツク
の大きさに限度があり、大型の漁礁を作ることは
できなかつた。
[Problems to be solved by the invention] However, according to this method, there is a limit to the size of the block due to transportation power and production equipment on the ground, and it is not possible to create a large fishing reef. .

このような構築方法に代えて、海底に土砂を投
入して人工漁礁を作る方法も考えられているが、
投入された土砂は水中でバラバラに分離しつつ粗
粒分が先に沈降し細粒分が水に懸濁し、均質な覆
土とはならず、また土砂投入時に、水質が汚濁す
る問題もあり、さらには水流や水底の傾斜などに
より次第に平担化し漁礁としての用を果たせなく
なる。
As an alternative to this construction method, methods are being considered to create artificial reefs by dumping earth and sand into the ocean floor.
The introduced soil separates into pieces in the water, with the coarse particles settling first and the fine particles becoming suspended in the water, which does not result in a homogeneous soil cover, and there is also the problem that the water quality becomes polluted when the soil is introduced. Furthermore, due to water currents and the slope of the bottom, the reef gradually becomes flattened and becomes useless as a fishing reef.

この発明は、以上の問題点に鑑みなされたもの
であり、その目的とするところは、現場施工によ
り人工漁礁構築するとともに、漁礁用の材料とし
ての土砂を水中で非分離状態に固化する材料を用
いることにより大型の漁礁を構築できる方法を提
供することにある。
This invention was made in view of the above problems, and its purpose is to construct an artificial fishing reef by on-site construction, and to create a material that solidifies the earth and sand as a material for the fishing reef in a non-separable state in water. The purpose is to provide a method that can be used to construct a large fishing reef.

《問題点を解決するための手段》 前記の目的を達成するため、この発明は、適宜
形状に形成された型枠を水底に沈設し、該型枠内
およびまたは該型枠間に土砂と、該土砂の粒子間
を結合しその分離を抑制する結合剤からなる組成
の漁礁用土砂組成物を投入し、その硬化後型枠を
引き上げることにより人工漁礁を水底に構築する
ようにしことを特徴とする。
<<Means for Solving the Problems>> In order to achieve the above-mentioned object, this invention sinks a formwork formed into an appropriate shape on the bottom of the water, and deposits earth and sand within the formwork and/or between the formwork, The method is characterized in that an artificial fishing reef is constructed on the bottom of the water by introducing a sand and sand composition for fishing reefs having a composition comprising a binder that binds the particles of the sand and suppresses their separation, and after curing, the formwork is pulled up. do.

《実施例》 以下、本発明の好適な実施例について添附図面
を用いて詳細に説明する。
<<Example>> Hereinafter, preferred embodiments of the present invention will be described in detail using the accompanying drawings.

第1図ないし第4図はこの発明を適用した人工
漁礁の構築方法の一実施例を示している。
1 to 4 show an embodiment of a method for constructing an artificial fishing reef to which the present invention is applied.

まず第1図において、人工漁礁の構築予定の海
底面1上までクレーン船2により人工漁礁の型枠
4を搬送し、該型枠4をクレーン船2に付設され
たクレーン3によつて構築予定の海底面に沈設す
る。
First, in FIG. 1, a formwork 4 for the artificial reef is transported by a crane ship 2 to the seabed 1 on which the artificial reef is planned to be constructed, and the formwork 4 is then transported by a crane 3 attached to the crane ship 2 to be constructed. It will be deposited on the ocean floor.

型枠4は漁礁として適した外枠形状をしたもの
で、その高さおよび外周形状は極めて嵩張る物で
あるが、それ自体としては軽量であり、かつ施工
現場においても組立てられるものである。
The formwork 4 has an outer frame shape suitable for a fishing reef, and although its height and outer circumference are extremely bulky, it is lightweight and can be assembled at the construction site.

型枠4の沈設作業終了後、第2図に示すよう
に、バケツト船5をクレーン船2に近付け、バケ
ツト船5に設けたクレーン6の先端に吊下された
バケツト7を水中に投下し、バケツト7を開き、
漁礁用土砂組成物8を型枠4内に投入する。
After the work of sinking the formwork 4 is completed, as shown in FIG. 2, the bucket boat 5 is brought close to the crane boat 2, and the bucket boat 7 suspended from the tip of the crane 6 installed on the bucket boat 5 is dropped into the water. Open Bucket 7,
A fishing reef sediment composition 8 is put into the formwork 4.

該土砂組成物8は、一般的な土砂と、該土砂の
粒子間を結合しその分離を抑制する接合剤からな
る組成である。
The earth and sand composition 8 is composed of ordinary earth and sand and a binder that binds particles of the earth and sand and suppresses separation thereof.

前記結合剤は、土砂粒子間に粘結性を与え、か
つ所定の流動性を確保する粘結剤、および土砂粒
子間で硬化し、該土砂を固結させる硬化剤とを含
んでいる。
The binder includes a binder that imparts caking properties between the earth and sand particles and ensures a predetermined fluidity, and a hardening agent that hardens between the earth and sand particles to solidify the earth and sand.

前記粘結剤は水溶性天然、半合成または合成高
分子からなるもので、一種の糊状物質によつて各
粒子の分離、並びに水の取り込みを防ぐ機能を備
えている。
The binder is made of a water-soluble natural, semi-synthetic or synthetic polymer, and has the function of preventing the separation of particles and the incorporation of water through a kind of glue-like substance.

該粘結剤を具体的に説明すると、水溶性天然高
分子としては、各種澱粉、こんにやく、ふのり、
寒天、アルギン酸ソーダ、トロロアオイ、トラゴ
ントガム、アラビアゴム、デキストリン、レバ
ン、にかわ、ゼラチン、カゼイン、コラーゲンな
どを用いる。
To explain the binder specifically, water-soluble natural polymers include various starches, konjac, funori,
Agar, sodium alginate, algae, tragonth gum, acacia, dextrin, levan, glue, gelatin, casein, collagen, etc. are used.

水溶性半合成高分子の例としては、ビスコー
ス、メチルセルロース、エチルセルロース、ヒド
ロキシエチルセルロース、ヒドロキシプロピルメ
チルセルロース、カルボキシメチルセルロース、
可溶性澱粉、カルボキシメチル澱粉、ジアルデヒ
ド澱粉などを用いる。
Examples of water-soluble semi-synthetic polymers include viscose, methylcellulose, ethylcellulose, hydroxyethylcellulose, hydroxypropylmethylcellulose, carboxymethylcellulose,
Soluble starch, carboxymethyl starch, dialdehyde starch, etc. are used.

水溶性合成高分子としては、ポリビニルアルコ
ール、ポリアクリル酸ナトリウム、ポリアクリル
アミド、ポリエチレンオキシドなどを用いる。
As the water-soluble synthetic polymer, polyvinyl alcohol, sodium polyacrylate, polyacrylamide, polyethylene oxide, etc. are used.

前記硬化剤は、普通ポルトランドセメント、高
炉セメント、フライアツシユセメント、その他の
セメント材料あるいは消石灰などの石灰系材料ま
たはアスフアルト系材料、高炉スラグ系材料の中
から選ばれた一種またはその組合せとなつてい
る。そして、この種の硬化剤は投入後の土砂の土
質を固化し、安定させ、その強度を向上させる機
能を備えている。
The curing agent is one selected from ordinary Portland cement, blast furnace cement, flyash cement, other cement materials, lime-based materials such as slaked lime, asphalt-based materials, and blast-furnace slag-based materials, or a combination thereof. . This type of curing agent has the function of solidifying and stabilizing the soil quality of the earth and sand after being added, and improving its strength.

また、各粘結剤および硬化剤の土砂に対する配
合割合は、経済性および硬化の達成度合いを勘案
して、土砂1000重量部に対し粘結剤1〜5重量
部、および硬化剤50〜300重量部が最も好ましい
値となつている。
In addition, the blending ratio of each binder and hardening agent to the earth and sand should be determined by taking into account economic efficiency and the degree of hardening achieved: 1 to 5 parts by weight of the binder and 50 to 300 parts by weight of the hardening agent to 1000 parts by weight of the earth and sand. is the most preferable value.

さらに、これらの組成物8は水とともに混合
し、スラリー状の状態でバケツト7より型枠4内
に移送されるものであり、一般土砂に比べて懸濁
の惧れは殆どないが、硬化までの間の多少の懸濁
などを防止するために司及的にいわゆる固練りの
状態とする。
Furthermore, these compositions 8 are mixed with water and transferred in a slurry state from the bucket 7 into the formwork 4, and although there is almost no risk of suspension compared to general earth and sand, there is no risk of suspension until hardening. In order to prevent some degree of suspension during the process, the mixture is kept in a so-called hard kneaded state.

そして、投入された組成物8は型枠4内で固化
しつつ順に堆積する。型枠4の容積およびバケツ
トの1回の搬送容量によつて、投入される組成物
8の量はバケツト7の投入回数で決まる。ほぼ型
枠4の内部に組成物8がすべて充填された後、一
定期間放置することにより、組成物8は型枠4内
で完全に硬化する。
The charged composition 8 is then solidified and deposited in the mold 4 in order. The amount of composition 8 to be charged is determined by the number of times the bucket 7 is charged, depending on the volume of the formwork 4 and the capacity of the bucket 7 to be conveyed at one time. After almost all of the composition 8 is filled inside the mold 4, the composition 8 is completely cured within the mold 4 by leaving it for a certain period of time.

この後、第3図に示すように、クレーン3によ
つて型枠4を引き上げれば、第4図に示すよう
に、型枠形状に成形された人工漁礁9を海底1に
構築することができる。
Thereafter, as shown in FIG. 3, if the formwork 4 is lifted up by the crane 3, an artificial fishing reef 9 formed in the shape of a formwork can be constructed on the seabed 1, as shown in FIG. can.

これら人工漁礁9は、同第4図に示すように、
所定間隔を保つて規則的に配列することにより、
海底に山および谷からなる漁礁9が連続的に成形
され、魚類の繁殖にとつて最も好ましい地形とな
る。
These artificial fishing reefs 9, as shown in Figure 4,
By regularly arranging them at specified intervals,
A fishing reef 9 consisting of mountains and valleys is continuously formed on the ocean floor, providing the most favorable topography for the reproduction of fish.

なお、上記実施例では型枠4の内部に組成物8
を充填する場合で説明したが、本発明の実施はこ
れに限定されることはなく、複数の型枠4を沈設
して型枠の間に組成物8を充填してもよい。
In addition, in the above example, the composition 8 was placed inside the formwork 4.
Although the embodiment of the present invention is not limited to this, the composition 8 may be filled between a plurality of molds 4 by sinking them.

また、組成物8の充填には、バケツト7だけで
なく、トレミー管を用いて組成物8をポンプ圧送
してもよい。
Further, for filling the composition 8, not only the bucket 7 but also a tremie tube may be used to pump the composition 8.

《発明の効果》 以上実施例により詳細に説明したように、この
発明に係る人工漁礁の構築方法によれば、型枠を
水底に沈設した後に該型枠内または型枠間に硬化
性の土砂組成物を投入し、その後型枠を引き上げ
るといつた一連の現場施工によつて漁礁が水底に
構築されるので、従来のブロツクを運搬し、該ブ
ロツクを水底に投下する構築方法に比べて、大型
の漁礁を作ることができる。また、以上のように
して構築された人工漁礁は、一般土砂に比べて型
崩れし難く、その形状を型枠形状に応じて保持で
き、しかも施工時における水質の汚濁などの問題
も生ずることがない。
<<Effects of the Invention>> As explained in detail in the embodiments above, according to the method for constructing an artificial fishing reef according to the present invention, after the formwork is sunk to the bottom of the water, hardening earth and sand are formed in the formwork or between the formworks. Fishing reefs are built on the water bottom through a series of on-site construction steps, such as putting in the composition and then pulling up the formwork, compared to the conventional construction method of transporting blocks and dropping them onto the water bottom. Can create large fishing reefs. In addition, the artificial reef constructed as described above is less likely to lose its shape than ordinary earth and sand, can maintain its shape according to the shape of the formwork, and does not cause problems such as water pollution during construction. do not have.

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

第1図ないし第4図はこの発明を適用した人工
漁礁の構築方法の一実施例を示す説明図である。 1……海底面、4……型枠、8……漁礁用土砂
組成物、9……人工漁礁。
1 to 4 are explanatory diagrams showing one embodiment of a method for constructing an artificial fishing reef to which the present invention is applied. 1... Seabed surface, 4... Formwork, 8... Sediment composition for fishing reef, 9... Artificial fishing reef.

Claims (1)

【特許請求の範囲】[Claims] 1 適宜形状に形成された型枠を水底に沈設し、
該型枠内およびまたは該型枠間に土砂と、該土砂
の粒子間を結合しその分離を抑制する結合剤から
なる組成の漁礁用土砂組成物を投入し、その硬化
後型枠を引き上げることにより人工漁礁を水底に
構築するようにしたことを特徴とする人工漁礁の
構築方法。
1 A formwork formed into an appropriate shape is sunk to the bottom of the water,
A fishing reef sediment composition consisting of earth and sand and a binder that binds the particles of the earth and sand and suppresses their separation is put into the form and/or between the form, and after curing, the form is pulled up. A method for constructing an artificial fishing reef, characterized in that the artificial fishing reef is constructed on the bottom of the water.
JP60276976A 1985-12-11 1985-12-11 Construction of artificial fish bank Granted JPS62138124A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60276976A JPS62138124A (en) 1985-12-11 1985-12-11 Construction of artificial fish bank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60276976A JPS62138124A (en) 1985-12-11 1985-12-11 Construction of artificial fish bank

Publications (2)

Publication Number Publication Date
JPS62138124A JPS62138124A (en) 1987-06-20
JPH0559684B2 true JPH0559684B2 (en) 1993-08-31

Family

ID=17577033

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60276976A Granted JPS62138124A (en) 1985-12-11 1985-12-11 Construction of artificial fish bank

Country Status (1)

Country Link
JP (1) JPS62138124A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH074125B2 (en) * 1990-06-29 1995-01-25 千代田化工建設株式会社 Construction method of undersea structure using sludge
JP5872199B2 (en) * 2011-07-14 2016-03-01 新日鉄住金エンジニアリング株式会社 Reef block and method for forming seaweed beds

Also Published As

Publication number Publication date
JPS62138124A (en) 1987-06-20

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