JP2000319843A - Submarine structure - Google Patents

Submarine structure

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Publication number
JP2000319843A
JP2000319843A JP11164236A JP16423699A JP2000319843A JP 2000319843 A JP2000319843 A JP 2000319843A JP 11164236 A JP11164236 A JP 11164236A JP 16423699 A JP16423699 A JP 16423699A JP 2000319843 A JP2000319843 A JP 2000319843A
Authority
JP
Japan
Prior art keywords
wire
mesh
basket
stones
stone
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.)
Pending
Application number
JP11164236A
Other languages
Japanese (ja)
Inventor
Koji Suzuki
耕次 鈴木
Yasushi Funaki
靖 舟木
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.)
SUZUSHIN KK
OCC Corp
Original Assignee
SUZUSHIN KK
OCC 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 SUZUSHIN KK, OCC Corp filed Critical SUZUSHIN KK
Priority to JP11164236A priority Critical patent/JP2000319843A/en
Publication of JP2000319843A publication Critical patent/JP2000319843A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a submarine structure having excellent maintainability installed by stacking a number of wire cage cylinders filled with stones so-called wire cylinder or gabion as the measures for preventing coastal erosion. SOLUTION: Anti-rubbing members 7 are placed near the top surfaces 1a of wire cylinders filled with stones, the whole of a pile A1 of wire cylinders filled with stones stacked on the sea floor is covered with a net-shaped body 8, and the net-shaped body 8 is fixed to wire cylinders filled with stones 1 and the sea floor, also a number of the single units of wire cylinders filled with stone are covered and fixed with a reverse box-shaped net-shaped bodies thereby making the pile A1 of the wire cylinders filled with stones 1, the sea floor and the net-shaped bodies 8 in one united body together with a pile of wire cylinder single units stacked on the sea floor functioning as a submarine structure.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、主として沿岸域の海底
上に設置される突堤,潜堤,離岸堤おょび消波堤等の海
中構築物を形成する詰石籠に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a packing basket for forming an underwater structure such as a jetty, a submerged levee, a breakwater and a breakwater mainly installed on the seabed in a coastal area.

【0002】[0002]

【従来の技術】従来、突堤,潜堤,離岸堤おょび消波堤
等の重力型海中構築物を造成の場合、比較的費用の要し
ない簡易な工法として、捨石工法と詰石籠工法とがある
が、まず捨石工法は、割石または玉石等をバラの状態で
海底に投入するという最も簡便な方法であるが、投入さ
れた割石または玉石等が分散し易い上に、波浪,潮流等
の影響を受け四方に飛散すると言う問題点を有してい
た。これに対して、詰石籠工法の場合は、網籠所謂フト
ン籠おょび蛇籠等称する金網製の籠に割石または玉石等
を詰めて、海底に必要な高さ迄、積重ねる工法であり、
施工期間,施工性,工事費,確実性等の諸点で有利な工
法とされている。したがって、最近、突堤,潜堤,離岸
堤おょび消波堤等の重力型海中構築物を造成の場合は、
詰石籠工法を採られることが多い。しかしながら、普通
亜鉛メッキ加工した鉄線の素材から成る金網製の詰石籠
は、詰石の圧力で籠が外側に膨らみ、必然的に籠の側面
の金網が歪むことになる。また、金網製の詰石籠は、海
中に沈設後、漂砂に依る摩耗ならびに金網の製造工程時
の問題もあって、一般的には、3〜4年程度で破網箇所
が多数発生し、波浪ならびに潮流等に依り、籠枠として
の力線のみを残して、籠が崩壊してしまい、籠内の詰石
が流失・飛散してしまうと言う致命的な欠点を有するも
のであった。これが対策として、鉄線にアルミニューム
メッキやプラスチックス被覆等の加工を施した金網から
成る詰石籠が出現しているが、これ等金網に依る詰石籠
は著しく高価である上に、金網の組網工程中に必然的に
発生すなわち鉄線の捩りと折曲げに起因する鉄線の一部
の損傷ならびに詰石作業,籠の横持ち作業,吊上げ作業
等に於いて発生する種々な摩擦等に依る擦れ等のため、
期待通りの耐久性を挙げ得ない現状にあるものである。
2. Description of the Related Art Conventionally, when constructing a gravity type underwater structure such as a jetty, a submerged embankment, a breakwater, and a breakwater, as a relatively inexpensive simple method, a rubble stone method and a filling stone basket method are used. First, the rubble stone method is the simplest method of putting broken stones or boulders into the sea floor in a loose state. Had the problem of being scattered in all directions under the influence of the above. On the other hand, in the case of the filling stone basket method, a basket made of wire mesh called so-called futon basket and gabion is packed with broken stones or cobblestones and stacked up to the required height on the seabed. ,
It is considered to be an advantageous construction method in terms of construction period, workability, construction cost, reliability, etc. Therefore, recently, when constructing gravity type underwater structures such as jetties, submerged embankments, breakwaters and breakwaters,
In many cases, the packing method is used. However, in a cage made of wire mesh, which is usually made of a galvanized iron wire material, the cage swells outward due to the pressure of the fill stone, and the wire mesh on the side surface of the basket is necessarily distorted. In addition, wire mesh baskets, after sinking in the sea, have abrasion due to sand drift and problems during the wire mesh manufacturing process. There is a fatal drawback that the cage collapses due to waves and tides, leaving only the lines of force as the cage frame, and the stones in the cage are washed away and scattered. As a countermeasure, packing baskets made of wire mesh that has been subjected to processing such as aluminum plating or plastics coating on iron wire have emerged.However, packing baskets made with these wire meshes are extremely expensive, and wire mesh Inevitably occurs during the braiding process, that is, damage to a part of the iron wire due to twisting and bending of the iron wire, and various types of friction generated during filling work, holding the basket horizontally, lifting work, etc. For rubbing etc.
It is in the current situation where the expected durability cannot be achieved.

【0003】[0003]

【発明が解決しょうとする課題】普通のフトン籠おょび
蛇籠等の金網製の詰石籠は、その殆んどの素材が表面を
亜鉛メッキ加工した鉄線を組網して成るものであるが、
籠枠としての力線は別として、金網の部分はその組網工
程中に於いて、機械に依って、鉄線が強制的に捩りと鋭
角度で折曲げ加工されるため、鉄線の表面の亜鉛メッキ
層が一部損傷されると共に、捩りと鋭角度の折曲げに依
って、鉄線の内部の金属の結晶構造が変化し、鉄線に電
位差つまり曲げ部表面,直線部表面がそれぞれ陽極,陰
極となるため、したがって、海水中にあっては、海水が
電解液となるから、陽極になる曲げ部から金属がイオン
化し、溶解に依る電気化学腐食が発生することになる。
したがって、早い事例では、2〜3年程度の使用で曲げ
部が腐食折損に起因する破網事故が発生して、もはや金
網の部分は形状を保持し得ず、図4に示す様に、力線の
みを残し、やがて籠が崩壊してしまい、籠内の詰石が流
失・飛散してしまい、海中構築物としての機能を喪失し
てしまうことになるものである。
A wire mesh packing basket such as an ordinary futon basket or a gabion is made of a braided iron wire whose surface is mostly galvanized. ,
Apart from the force lines as the basket frame, the wire mesh part is forcibly twisted and bent at an acute angle by the machine during the braiding process, so the zinc wire on the surface of the iron wire The plating layer is partially damaged, and the crystal structure of the metal inside the iron wire changes due to torsion and sharp bending, and the potential difference between the iron wire and the surface of the bent part and the surface of the straight part become the anode and cathode, respectively. Therefore, in seawater, since seawater becomes an electrolytic solution, the metal is ionized from the bent portion serving as the anode, and electrochemical corrosion due to dissolution occurs.
Therefore, in an early case, a breakage caused by corrosion and breakage of the bent portion occurs in use for about 2 to 3 years, and the wire mesh portion can no longer maintain its shape, and as shown in FIG. Only the line is left, and eventually the basket collapses, and the stones in the basket are washed away and scattered, losing its function as an underwater structure.

【0004】[0004]

【課題を解決するための手段】本発明は、上記の様な問
題解決のため、予めフトン籠おょび蛇籠等の金網製の詰
石籠の上面付近の所定箇所に、防擦材を横ズレしないよ
う載置してから、積重ねられた詰石籠の山全体を合成繊
維もしくは合成樹脂等の素材から成る耐腐食性の網状体
で被覆し、網状体の任意箇所を詰石籠ならびに海底に固
定、また、多数の金網製の詰石籠単体の上面おょび全側
面を合成繊維もしくは合成樹脂等の素材の網状体で被覆
し、網状体の任意箇所を詰石籠に固定してから、それぞ
れ、詰石籠の山と網状体、また、詰石籠と網状体とを一
体化するものである。
According to the present invention, in order to solve the above-mentioned problems, an anti-friction material is previously placed on a predetermined place near the upper surface of a wire mesh packing basket such as a futon basket and a gabion basket. After placing it so that it does not shift, the entire pile of packed stone baskets is covered with a corrosion-resistant mesh made of a material such as synthetic fiber or synthetic resin, and any part of the mesh is packed with the basket and the sea floor. In addition, the upper surface and all sides of a large number of wire mesh baskets are covered with a mesh of synthetic fiber or synthetic resin, and any part of the mesh is fixed to the basket. Therefore, the clogging basket and the mesh are integrated, and the clogging basket and the mesh are each integrated.

【0005】[0005]

【作用】上記、従来の海中構築物として、海底上に積重
ねられた状態で設置された金網製の詰石籠は、沈設後3
〜4年経過後に、必然的に発生する籠を構成する金網の
腐食折損に起因する破網箇所からの詰石の流失事故は、
積重ねられた詰石籠の山を合成繊維もしくは合成樹脂等
の素材から成る網状体で、また、詰石籠単体の上面なら
びに全側面を合成繊維もしくは合成樹脂等の素材の耐腐
食性の網状体で、それぞれ、被覆固定し、網状体と一体
化することに依り、完全に阻止することが可能となるも
のである。
As a conventional undersea structure, a wire mesh packing basket installed in a state of being stacked on the sea floor is 3
~ 4 years later, the accidental spilling of stones from broken nets due to the corrosion and breakage of the wire mesh that inevitably occurs in the cage,
The pile of packed stone baskets is a mesh made of material such as synthetic fiber or synthetic resin, and the top and all sides of the packed basket are corrosion-resistant mesh made of material such as synthetic fiber or synthetic resin. Thus, it is possible to completely prevent each of them by fixing and covering them with the mesh.

【0006】[0006]

【実施例】本発明を図示の実施例により説明する。図1
は、本発明の実施例の一例として、海底上に積重ねられ
た詰石籠1の山Aが略所定の形状で設置された状態の
海中構築物Aを示すものであるが、詰石籠1の上面1a
付近の鉄線5から成る金網4の部分が電気化学腐食等に
依る損傷に起因する破網箇所の発生しても、詰石籠1の
所定箇所すなわち金網4を構成する鉄線5に較べて、太
く丈夫な籠枠としての力線5a等に、例えば、被覆線の
固定材9おょび海底に杭状の固定材10等で結着おょび
叩打固定して覆設された合成繊維もしくは合成樹脂等の
素材の耐腐食性の網状体8に依って遮られる。従って、
図4に示す様な、従来の海中構築物Aに於いて発生する
籠1内に詰められた割石6aおょび玉石6b等から成る
詰石6の流失事故が阻止されることになる。詰石籠の山
全体を覆設し、上記の様に、詰石籠1の任意箇所に
固定状態にある本発明海中構築物Aに使用される網状体
8は、詰石籠1の上面1a付近の所定箇所に、防擦材7
を横ズレしないよう載置しているから、防擦材7がクッ
ションとなって、詰石籠の山Aとの接触が妨げられ、
詰石籠1を構成する金網4すなわち鉄線5の電気化学腐
食等に起因する破網箇所が発生しても、保護されること
になるものである。また、図2に示す本発明の他の実施
例の場合は、金網4’製の詰石籠1’単体の上面1a’
おょび全側面1b’を、耐腐食性に優れた合成繊維もし
くは合成樹脂等の素材かつ上面8aならびに全側面8b
から成る逆箱状の網状体8’で被覆し、網状体8’の任
意箇所を詰石籠1’の力線5a’に、例えば、被覆線の
固定材9’で締着固定することで、力線5a’を介し
て、詰石籠1’と網状体8’とを一体化しているから、
前記同様、金網4’が詰石6’等との擦れに依って発生
する破網箇所からの詰石6’の流失事故が、残存する籠
枠としての力線5a’に締着固定し、覆設した網状体
8’に依って遮られ、防止されることになるのである。
上記、図1おょび図2で示す本発明の詰石籠1,1’の
製作作業の手順としては、陸上に於いて、空の状態の籠
1,1’の上面(蓋)1a,1a’を開け、籠1,1’
内に手頃の大きさの詰石6,6’つまり割石6a,6
a’あるいは玉石6b,6b’等を手作業おょびショベ
ルカー等に依る詰石作業を行い、籠1,1’の形状を保
持おょび補強のために配設された籠枠としての力線5
a,5a’に上面(蓋)1a,1a’を結着固定して詰
石籠1,1’が形成される。尚、図2に示した本発明の
他の実施例の場合は、詰石籠1’は上記作業手順の後、
図3に示す様に、上面8a’おょび全側面8b’から成
る逆箱状の網状体8’を覆設固定せしめることで形成さ
れるのである。更に、本発明の他の実施例として、詰石
籠1’の上面1a’付近の所定箇所に、防擦材を直接載
置してから、逆箱状の網状体8’を覆設固定すること
で、防擦材がクッションとなり、網状体8’は籠1’内
の詰石6’との接触が妨げられ、詰石籠1’を構成する
金網4’の部分に破網箇所の発生したとしても、被覆線
の固定材9に依って、力線5a’に締着された網状体
8’の保護が著しく向上するものである。上記、図1,
図2で示す本発明の実施例の一例おょび他の実施例は、
詰石籠1,1’すなわちフトン籠2,2’おょび蛇籠
3,3’等をクレーン等重機で吊上げ、次いで横持ち運
搬し、更には台船に積載して、所定の沿岸域迄運び、海
底に沈設されるものである。網状体8,8’は、詰石
6,6’おょび金網4,4’おょび鉄線5,5’との擦
れに依る損傷、特に擦れ弱いとされる有結節網の突起し
た結節部の損傷を防ぐため、無結節網で構成することが
好ましい。海底の底質が不安定な場合もしくは潮流が激
しく洗掘現象が発生する場合は、積重ねられた詰石籠
1,1’から成る海中構築物Aの埋没もしくは転倒事故
が生じるので、予め海底上に埋没・転倒防止シート等を
敷設してから、前記シート等の上に詰石籠1,1’の山
,Aすなわち海中構築物Aを築くことで対応する
こともある。図1すなわち本発明の実施例の一例として
の詰石籠1は、所定の沿岸域の海底上に積重ねて設置し
てから、耐腐食性に優れた所定の網目かつ糸径の合成繊
維もしくは合成樹脂等の素材から成る網状体8で詰石籠
の山A全体を覆設してから、網状体8の任意箇所を詰
石籠の山Aに例えば被覆線の固定材9ならびに海底に
杭状の固定材10を締着固定ならびに叩打固定して成る
ものであるが、網状体8を詰石籠の山A全体に被覆す
る具体的手法として、まず、潜水夫が海底に積重ねられ
た詰石籠の山Aを確認し、次いで折畳んだ状態の網状
体8を海中に沈め、海底上で網状体8を展張し、網状体
8のセンターマーク(図示せず)を確認してから、セン
ターマークの位置を略詰石籠の山Aの頂点付近に合わ
せて、詰石籠の山A全体に網状体8を四方に展張して
から、網状体8と詰石籠1との所定箇所を詰石籠の山A
の上方から、順次下方えと、力線5aが順次被覆線の
固定材9で締着固定ならびに網状体8と海底とを杭状の
固定材10を叩打固定することで、詰石籠の山Aつま
り海中構築物Aの設置作業が完了する。尚、図1に示す
本発明の場合は、更に網状体8の防擦れ効果を高めるた
め、例えば、網状体8の上面の任意箇所に所要個数の補
助フロート(図示せず)を取付け、常に網状体8が浮上
状態にすることが期待出来る。次いで、図2の如き、本
発明の他の実施例の場合は、陸上作業に於いて、既に図
3の様に、詰石籠1’に箱状の網状体8’が覆設固定さ
れているから、従来の沈設作業と同様、単に詰石籠1’
をクレーン等重機で吊上げ、所定の沿岸域の海底に沈設
するだけで、詰石籠1’単体の山Aすなわち海中構築
物Aの設置作業が完了することになるものである。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. FIG.
As an example embodiment of the present invention, while indicating underwater construct A state in which the mountain A 1 of pallet cage 1 stacked on the seabed is installed substantially in a predetermined shape, packed stone basket 1 Upper surface 1a of
Even if a portion of the wire mesh 4 formed of the nearby iron wire 5 is broken due to damage due to electrochemical corrosion or the like, it is thicker than the predetermined portion of the packing basket 1, that is, the iron wire 5 constituting the wire mesh 4. For example, synthetic fibers or synthetic fibers which are covered and fixed to the force lines 5a or the like as a strong cage frame by, for example, binding and hitting and fixing the covering wire fixing material 9 and the pile-shaped fixing material 10 to the seabed. It is blocked by the corrosion-resistant net 8 made of a material such as resin. Therefore,
As shown in FIG. 4, an accidental loss of the filling stone 6 including the broken stone 6a and the cobble stone 6b packed in the basket 1, which is generated in the conventional underwater structure A, is prevented. And Kutsugae設the entire mountain A 1 of pallet cages, as described above, mesh-like body 8 to be used in the present invention the sea construct A in a fixed state in any position of the pallet cage 1, the upper surface of the pallet cage 1 At a predetermined location near 1a, an anti-friction material 7
The from being placed not to lateral displacement, Bokosu member 7 becomes the cushion, it hindered contact with the mountain A 1 of the pallet cage,
Even if there is a broken portion due to the electrochemical corrosion of the wire mesh 4, ie, the iron wire 5, which forms the packing basket 1, the wire mesh 4 is protected. Further, in the case of another embodiment of the present invention shown in FIG. 2, the upper surface 1a 'of the packing basket 1' made of wire mesh 4 'alone.
In addition, all the side surfaces 1b 'are made of a material such as synthetic fiber or synthetic resin having excellent corrosion resistance and the upper surface 8a and all the side surfaces 8b.
By covering with an inverted box-shaped mesh member 8 ′ made of the following, and fixing an arbitrary portion of the mesh member 8 ′ to the force line 5 a ′ of the stuffed stone basket 1 ′ with, for example, a fixing member 9 ′ of the covered wire. Since the filling stone basket 1 'and the mesh body 8' are integrated via the force lines 5a ',
In the same manner as described above, the spilling accident of the packing stone 6 ′ from the broken portion caused by the rubbing of the wire netting 4 ′ with the packing stone 6 ′, etc. It is blocked and prevented by the overlaid net 8 '.
The procedure for manufacturing the packing baskets 1 and 1 'of the present invention shown in FIGS. 1 and 2 includes the upper surfaces (covers) 1a and 1a of the empty baskets 1 and 1' on land. Open 1a ', basket 1,1'
Inside, the stuffed stone 6,6 'of moderate size, that is, the split stone 6a, 6
a 'or cobblestones 6b, 6b', etc., are manually packed with a shovel car or the like to maintain the shapes of the cages 1, 1 'and serve as a basket frame arranged for reinforcement. Force line 5
The packing baskets 1 and 1 'are formed by binding and fixing the upper surfaces (lids) 1a and 1a' to the a and 5a '. Incidentally, in the case of the other embodiment of the present invention shown in FIG.
As shown in FIG. 3, it is formed by covering and fixing an inverted box-shaped net 8 'comprising an upper surface 8a' and all side surfaces 8b '. Further, as another embodiment of the present invention, an anti-friction material is directly placed at a predetermined location near the upper surface 1a 'of the stuffed stone basket 1', and then the inverted box-shaped net-like body 8 'is covered and fixed. As a result, the anti-friction material serves as a cushion, and the mesh-like body 8 'is prevented from contacting with the stuffed stone 6' in the basket 1 ', and a wire breakage portion is generated in the wire mesh 4' constituting the stuffed stone basket 1 '. Even if it does, the protection of the mesh body 8 'fastened to the force line 5a' is remarkably improved by the covering wire fixing material 9. The above, FIG.
One example of the embodiment of the present invention shown in FIG. 2 and other embodiments are:
The stuffed stone baskets 1, 1 ', ie, the Futon baskets 2, 2' and the gabions 3, 3 ', etc., are lifted by a heavy machine such as a crane, then transported sideways, and further loaded on a barge to a predetermined coastal area. It is transported and sunk on the sea floor. The reticulated bodies 8, 8 'are damaged by rubbing with the packing stones 6, 6' and the wire netting 4, 4 'and the iron wire 5, 5', and in particular, protruding nodules of the knotted net which is considered to be weak. In order to prevent damage to the part, it is preferable to form a knotless network. If the bottom of the seabed is unstable or if the tide is severe and scouring occurs, the submerged structure A consisting of the stacked packing baskets 1 and 1 'may be buried or fall down. In some cases, a burying / falling prevention sheet or the like is laid, and then the mountains A 1 and A 2 of the packing stone baskets 1 and 1 ′, that is, the underwater structure A, are laid on the sheet or the like. FIG. 1, that is, a packing basket 1 as an example of an embodiment of the present invention, after being stacked and installed on the seabed in a predetermined coastal area, is made of synthetic fiber or synthetic fiber having a predetermined mesh and thread diameter excellent in corrosion resistance. the entire mountain a 1 of pallet cages with mesh body 8 made of a material such as resin from the Kutsugae設, the fixing member 9 and the seabed of any portion of the mesh body 8 in the mountain a 1 of pallet cages example coated wire Although the pile-shaped fixed member 10 in which formed by fastening the fixed and tapping fixed, as a concrete method for coating the mesh body 8 to the entire mountain a 1 of the pallet cage, firstly, divers are stacked on the seabed was confirmed mountain a 1 of packed stone basket, then submerged in the sea the mesh-like body 8 of a folded state, and stretched the mesh-like body 8 on the sea floor, check the center mark of the mesh-like body 8 (not shown) since, in accordance with the position of the center mark in the vicinity of the apex of the mountain a 1 of the substantially packed stone basket, mountain a 1 whole of packed stone basket The mesh body 8 after stretched in all directions, the mountain A of pallet cages the predetermined portion of the mesh body 8 and the pallet cage 1
1 from above, the force lines 5a are sequentially tightened and fixed with the covering wire fixing material 9 and the net-like body 8 and the seabed are beaten and fixed to the pile-like fixing material 10 to thereby form a pile of packed stone baskets. installation work of a 1, that underwater construct a is completed. In the case of the present invention shown in FIG. 1, in order to further enhance the effect of preventing the mesh member 8 from rubbing, for example, a required number of auxiliary floats (not shown) are attached to an arbitrary position on the upper surface of the mesh member 8, and the mesh member is always meshed. It can be expected that the body 8 will be in a floating state. Next, as shown in FIG. 2, in the case of another embodiment of the present invention, in a land operation, a box-shaped net-like body 8 'is already covered and fixed to the packing basket 1' as shown in FIG. Therefore, just like the conventional laying work, simply fill the basket 1 '
The lifting crane or the like heavy equipment, just sinking into the seabed in a predetermined coastal, in which installation work of pallet cage 1 'single mountain A 2 i.e. underwater construct A is to complete.

【0007】[0007]

【発明の効果】本発明にあっては、海底に積重ねられて
設置された金網製の詰石籠から成る海中構築物が破損し
ても、覆設された網状体で保護することに依って、籠内
の詰石の流失・飛散事故を防止すると共に、予め詰石籠
の上面付近の所定箇所に載設された防擦材に依って、網
状体を保護すると言う耐久性に優れた海中構築物を提供
し得ることになるものである。
According to the present invention, even if an underwater structure consisting of a wire cage made of wire mesh and stacked on the seabed is damaged, the undersea structure can be protected by a covered net. A durable undersea structure that prevents accidental spillage and scattering of stuffed stones in a basket and protects the mesh body by using anti-friction material previously placed at a predetermined location near the top surface of the packed stone baskets Can be provided.

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

【図1】本発明海中構築物の一例を示す一部切欠斜視図FIG. 1 is a partially cutaway perspective view showing an example of the submarine structure of the present invention.

【図2】本発明海中構築物の他の事例を示す一部切欠斜
視図
FIG. 2 is a partially cutaway perspective view showing another example of the submarine structure of the present invention.

【図3】図2で示す本発明海中構築物の基本となる網状
体で被覆した詰石籠単体を示す切欠斜視図
FIG. 3 is a cutaway perspective view showing a packing basket alone covered with a net-like body which is a basic structure of the undersea structure of the present invention shown in FIG. 2;

【図4】従来の詰石籠を積重ねた海中構築物の状態を示
す一部切欠斜視図
FIG. 4 is a partially cutaway perspective view showing a state of an underwater structure in which conventional packed stone baskets are stacked.

【符号の説明】[Explanation of symbols]

1, 1’. 詰石籠 1a,1a’. 詰石籠の上面 1b,1b’. 詰石籠の全側面 2, 2’. フトン籠 3, 3’. 蛇籠 4, 4’. 金網 5, 5’. 鉄線 5a,5a’. 力線 6, 6’. 詰石 6a,6a’. 割石 6b,6b’. 玉石 7. 防擦材 8, 8’. 耐腐食性の網状体 8a’. 網状体の上面 8b’. 網状体の全側面 9, 9’. 針金状の固定材 10. 杭状の固定材 A. 海中構築物 A,A. 詰石籠の山1, 1 '. Packed stone basket 1a, 1a '. Top surface of packed stone basket 1b, 1b '. All sides of packed stone basket 2, 2 '. Futon basket 3, 3 '. Gabion 4, 4 '. Wire mesh 5, 5 '. Iron wire 5a, 5a '. Lines of force 6, 6 '. Filling stones 6a, 6a '. Split stone 6b, 6b '. Cobblestone 7. Anti-friction material 8, 8 '. Corrosion resistant mesh 8a '. Upper surface of the mesh body 8b '. All sides of the mesh 9, 9 '. Wire-shaped fixing material 10. Pile-shaped fixing material A. Submarine constructs A 1 , A 2 . Packed stone basket mountain

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】海岸浸食防止対策等のため、金網製の詰石
籠を多数積重ねて設置することで形成される海中構築物
に於いて、詰石籠の上面付近の所定箇所に予め防擦材を
載置すると共に、海底上に積重ねられた詰石籠の山全体
を耐腐食性の網状体で覆設してから、網状体の任意箇所
を詰石籠ならびに海底に固定、また、多数の金網製の詰
石籠単体を耐腐食性に優れた逆箱状の網状体で被覆固定
することに依り、それぞれ、詰石籠の山ならびに海底と
網状体とが一体化、また、海底上に積重ねた詰石籠単体
の山から成ることを特徴とする海中構築物。
In an underwater structure formed by stacking a large number of wire mesh baskets in order to prevent coastal erosion, an anti-scratch material is previously provided at a predetermined location near the top surface of the basket. And place the entire pile of packed stone baskets on the seabed with a corrosion-resistant mesh, then fix any part of the mesh to the packed basket and the seabed. By covering the wire mesh basket alone with an inverted box-like mesh with excellent corrosion resistance, the pile and the seabed of the basket are integrated with the mesh, respectively. An underwater structure characterized by being composed of piles of packed stone baskets alone.
JP11164236A 1999-05-10 1999-05-10 Submarine structure Pending JP2000319843A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11164236A JP2000319843A (en) 1999-05-10 1999-05-10 Submarine structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11164236A JP2000319843A (en) 1999-05-10 1999-05-10 Submarine structure

Publications (1)

Publication Number Publication Date
JP2000319843A true JP2000319843A (en) 2000-11-21

Family

ID=15789267

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11164236A Pending JP2000319843A (en) 1999-05-10 1999-05-10 Submarine structure

Country Status (1)

Country Link
JP (1) JP2000319843A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003155723A (en) * 2001-11-22 2003-05-30 Occ Corp Wire for gabion, gabion, and foundation structure of submerged breakwater by use of gabion
JP2007154647A (en) * 2005-09-07 2007-06-21 Jfe Steel Kk Method of constructing submerged breakwater and submerged breakwater
GB2499622A (en) * 2012-02-22 2013-08-28 Hesco Bastion Ltd Water containment system
JP2020159017A (en) * 2019-03-26 2020-10-01 裕弘 増田 Sediment retention submerged bank in membrane structure
CN115217078A (en) * 2021-04-19 2022-10-21 王立久 Silt dam stacked by box type net formwork and construction method thereof

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003155723A (en) * 2001-11-22 2003-05-30 Occ Corp Wire for gabion, gabion, and foundation structure of submerged breakwater by use of gabion
JP2007154647A (en) * 2005-09-07 2007-06-21 Jfe Steel Kk Method of constructing submerged breakwater and submerged breakwater
GB2499622A (en) * 2012-02-22 2013-08-28 Hesco Bastion Ltd Water containment system
GB2499622B (en) * 2012-02-22 2017-04-26 Hesco Bastion Ltd Water containment system
JP2020159017A (en) * 2019-03-26 2020-10-01 裕弘 増田 Sediment retention submerged bank in membrane structure
JP6997737B2 (en) 2019-03-26 2022-01-18 裕弘 増田 Membrane structure sediment dike
CN115217078A (en) * 2021-04-19 2022-10-21 王立久 Silt dam stacked by box type net formwork and construction method thereof

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