JP2006207210A - Corrosion prevention material of wave-extinguishing structure, wave-extinguishing structure and construction method therefor, and housing device for wave-extinguishing material - Google Patents

Corrosion prevention material of wave-extinguishing structure, wave-extinguishing structure and construction method therefor, and housing device for wave-extinguishing material Download PDF

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JP2006207210A
JP2006207210A JP2005019172A JP2005019172A JP2006207210A JP 2006207210 A JP2006207210 A JP 2006207210A JP 2005019172 A JP2005019172 A JP 2005019172A JP 2005019172 A JP2005019172 A JP 2005019172A JP 2006207210 A JP2006207210 A JP 2006207210A
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wave
lattice
scouring
dissipating
extinguishing
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Kenji Ishikura
建治 石倉
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Soken Kogyo Co Ltd
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    • 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
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

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Abstract

<P>PROBLEM TO BE SOLVED: To prevent corrosion of a wave-extinguishing structure or the like. <P>SOLUTION: Tough sheets or the like are stretched and provided at the bottom of a lattice net or a lattice basket constituted by tough materials. Then a hinge for connection is connected to one side of the lattice net or the lattice basket of the corrosion prevention material of the wave-extinguishing structure. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

この発明は、消波構造物又は護岸における洗掘を防止することを目的とした消波構造物の洗掘防止用材と消波構造物及びその構築方法並びに消波資材の収容装置に関する。   The present invention relates to a material for preventing scouring of a wave-dissipating structure, a wave-dissipating structure, a construction method thereof, and a device for containing a wave-dissipating material for the purpose of preventing scouring in a wave-dissipating structure or a seawall.

従来砂地盤上に直接大割石を投入し、法先の傾斜を緩くして石を積み上げて基礎を作り、その上に大型のブロックやケーソン等を据付けて消波堤や防波堤等の消波構造物を築造していたが、法先が洗掘されて石が散乱し、遂には上部のブロックやケーソンまでも、移動又は転倒などの被害が起きている。   Conventionally, large stones are thrown directly onto the sand ground, the slope of the tip is loosened, stones are piled up to create a foundation, and large blocks and caissons are installed on top of it to build a wave-dissipating structure such as a breakwater or breakwater Although they were building things, the law tips were scoured and stones were scattered, and finally the upper blocks and caisson were damaged, such as moving or falling.

これを少しでも防止しようとして、捨て石の法先下にシートやマット類の端部に錘りをつけて設置する方法もあるが、これは一時的なものであって、波浪が長時間にわたって作用すると、めくれ上がったり、破れてバラバラになり、その効果が喪失してしまう欠点があった。   In order to prevent this even a little, there is also a method of placing a weight on the end of the sheet or mats under the tip of the discarded stone, but this is temporary, and the waves act for a long time. Then, there was a drawback that it turned up or was torn apart and lost its effect.

従来の実施例を図4(a)、(b)により説明すると、海中の支持地盤12上へ、石材又はコンクリートブロックを投入して、捨て石基礎13を構築し、該捨て石基礎13の上部へケーソン14を設置して堤体20を構築した。   4 (a) and 4 (b), a conventional example will be described. A stone or concrete block is put on a support ground 12 in the sea to construct a discarded stone foundation 13, and a caisson is placed on the upper portion of the discarded stone foundation 13. 14 was installed and the dam body 20 was constructed.

前記捨て石基礎13とケーソン14との関係は、波16の山16aが海側にある場合に、下降波は矢示17のように下降して矢示18のように分散する。   Regarding the relationship between the abandoned stone foundation 13 and the caisson 14, when the mountain 16 a of the wave 16 is on the sea side, the descending wave descends as indicated by an arrow 17 and is dispersed as indicated by an arrow 18.

一方波16の山16bが、陸側にある場合に(図4(b))、下降波は、矢示19のように下降し、21のように分散する。   On the other hand, when the peak 16b of the wave 16 is on the land side (FIG. 4B), the descending wave descends as indicated by an arrow 19 and is dispersed as indicated by 21.

前記のように、波の山が、ケーソン14に対して、海側にあっても、陸側にあっても、波の方向は常時捨て石基礎13上にかかる為に、洗掘を受けるおそれはない。換言すれば、捨て石基礎13とケーソン14との位置関係を常時図4(a)、(b)のようにしておく必要がある。   As mentioned above, regardless of whether the mountain of waves is on the sea side or the land side with respect to the caisson 14, the direction of the wave is always on the stone foundation 13, so there is a risk of being subjected to scouring Absent. In other words, the positional relationship between the discarded stone foundation 13 and the caisson 14 must always be as shown in FIGS. 4 (a) and 4 (b).

従来文献上知られている護岸等の洗掘防止としては、護岸に下降流を阻止するフィンを設置した考案、又は先端上面にウェイトを着脱自在に取り付けた洗掘防止シートをコルゲートセル等の基端部へ着脱自在に取り付けた発明などが知られている。
特公昭45−35627 特公昭63−30444 特開2003−221817
As for scour prevention such as revetment, which has been known in the literature, a basin such as a corrugated cell or a scour prevention sheet in which a fin for preventing downward flow is installed on the revetment, or a weight is detachably attached to the top surface of the tip. Inventions that are detachably attached to the end are known.
Japanese Patent Publication 45-35627 Shoko 63-30444 JP2003-221817A

引用文献1の発明は、構造物の底部に可撓性シートを敷設するもので、石材、コンクリートブロックなどを一体的に保持することができない問題点がある。   The invention of the cited document 1 lays a flexible sheet at the bottom of a structure, and has a problem that stones, concrete blocks and the like cannot be held integrally.

引用文献2の発明は、コルゲートセルなどの先端部に、可撓性材料よりなる洗掘防止シートを敷設することを有する発明である。   The invention of Cited Document 2 is an invention having a scouring prevention sheet made of a flexible material laid at the tip of a corrugated cell or the like.

引用文献3は、石積み部の下部先端に、孔あきマットを連結した構造を要旨としている。   Cited Document 3 has a gist of a structure in which a perforated mat is connected to the lower end of the masonry portion.

前記特許文献1〜3は、何れも洗掘部をシート等で覆う発明であって、強度、耐久性などに関し、用材、設置構造及び全体の形状等に考慮を要する問題点があった。   Each of Patent Documents 1 to 3 is an invention in which the scouring portion is covered with a sheet or the like, and there is a problem that requires consideration for materials, installation structure, overall shape, and the like regarding strength, durability, and the like.

消波構造物の基礎の洗掘は、直接波浪によるものの他に、構造物の前後で波が上下することにより、波の頂部(山)と底部(谷)の水位差により、山から谷に向かって水の流れが生ずる(パイピング現象)。このとき砂が吹き上げられたり、吸い出されたりするが、このために石材やコンクリートブロックがバラバラになることが最近の実験で分かってきた。図4(a)(b)は、パイピング現象を説明するものである。矢示17は波の山から谷に向かって水の流れができる道を示すもので、その先は矢示18のように潜ったり、矢示のように上に捨石下の砂が吹き上げられたり吸い出されたりして、この時に石が沈下したり、石が飛ばされる。   The scouring of the foundation of the wave-dissipating structure is not only due to direct waves, but also due to the difference in water level between the top (mountain) and the bottom (valley) of the waves, A water flow is generated (piping phenomenon). At this time, sand is blown up or sucked out, and it has been found in recent experiments that stones and concrete blocks fall apart. 4A and 4B illustrate the piping phenomenon. Arrow 17 indicates a path where water can flow from the peak of the wave toward the valley, and the tip of the arrow dives as indicated by arrow 18 or the sand below the rubble is blown up as indicated by arrow. It is sucked out, and at this time, the stone sinks or is thrown away.

この発明は、洗掘防止用材を開発し、強度を増強すると共に、その設置に工夫を加えて、前記従来の問題点を解決したのである。   The present invention has developed a scouring prevention material to increase the strength and to devise the installation to solve the conventional problems.

即ち用材の発明は、強靭な材料により構成した格子網又は格子かごの底部に強靭なシート類を張設固定し、前記格子網又は格子かごの一側に、連結用ヒンジを連結したことを特徴とする消波構造物の洗掘防止用材であり、シート類は、薄鋼板、帆布、ゴム又は合成樹脂シート又はマットとしたものである。   In other words, the invention of the material is characterized in that a tough sheet is stretched and fixed to the bottom of a lattice mesh or lattice cage made of a tough material, and a connecting hinge is connected to one side of the lattice mesh or lattice cage. The sheet is made of a thin steel plate, canvas, rubber, a synthetic resin sheet or a mat.

また装置の発明は、強靭な材料により構成した格子網又は格子かごの外周の全部又は一部に請求項1記載の洗掘防止用材を回動自在に連結したことを特徴とする消波資材の収容装置である。   According to another aspect of the present invention, there is provided a wave-dissipating material characterized in that the scouring prevention material according to claim 1 is pivotally connected to all or a part of the outer periphery of a lattice net or lattice cage made of a tough material. It is a storage device.

次に消波構造物の発明は、海洋地盤上へ設置した請求項3記載の消波資材の収容装置内へ、石材又はコンクリートブロックの一方又は両方を収容固定したことを特徴とする消波構造物である。   Next, the invention of the wave-dissipating structure is characterized in that one or both of the stone material and the concrete block are accommodated and fixed in the wave-dissipating material accommodating device according to claim 3 installed on the ocean ground. It is a thing.

更に方法の発明は、海岸の消波構造物を設置しようとする地盤上へ、請求項3記載の消波資材の収容装置を設置した後、前記収容装置内へ石材又はコンクリートブロックの一方又は両方を順次積み上げて一体的構造体を構築することを特徴とした消波構造物の構築方法である。   Furthermore, the invention of the method is that after installing the wave-dissipating material accommodation device according to claim 3 on the ground on which the coastal wave-dissipating structure is to be installed, one or both of a stone and a concrete block are placed in the accommodation device. It is the construction method of the wave-dissipating structure characterized by building up an integral structure by stacking up one by one.

この発明において、用材として格子網又は格子かごに強靭なシート類を張設したので、骨格が強固であり、永年の使用に耐え得ると共に、地盤上に設置した格子かごにヒンジ結合してあるので、洗掘に追随してその表面を覆い、洗掘の進行を有効に阻止することができる。   In the present invention, since strong sheets are stretched on a lattice mesh or a lattice basket as a material, the skeleton is strong, can withstand long-term use, and is hinged to a lattice cage installed on the ground. Following the scouring, the surface can be covered and the progress of the scouring can be effectively prevented.

この発明により用いる格子網又は格子かごは、発明者が開発後十数年改良を重ねたもので、我が国で最も波浪の衝撃が大きいとされる北海道各地の護岸工事に使用され、その耐久性は実証済(現に健在)であり、十分信頼することができる。   The lattice net or lattice cage used in this invention has been improved by the inventor for more than ten years after development, and is used in revetment works in various places in Hokkaido where the impact of waves is the greatest in Japan. Proven (currently alive) and reliable enough.

然して洗掘を受けて、洗掘防止用材が傾斜安定してからは、強度の外力を生じるおそれはないので、前記用材が腐蝕して分解する迄(例えば100年間)は洗掘の進行を防止することができる。   However, after scouring and the scouring prevention material stabilizes incline, there is no risk of generating strong external force, so the scouring process is prevented until the material is corroded and decomposed (for example, 100 years). can do.

従来格子かごを使用した消波構造体においても、海側に面した格子かごが洗掘によって傾斜することにより、洗掘の進行をある程度阻止することが見受けられ、現存の消波構造物は、堅固に残存しているが、この発明は、洗掘防止について更なる改良を加えたものである。   Even in a wave-dissipating structure using a conventional lattice cage, it can be seen that the lattice cage facing the sea side is tilted by scouring to prevent the progress of scouring to some extent. Although it remains firmly, this invention is a further improvement in scour prevention.

この発明は、消波構造体を支える格子網又は格子かごの海側に、シート類を張った格子網又は格子かごの用材をヒンジ連結したので、洗掘の進行に伴って前記用材が自動的に傾動して、洗掘を防止する効果がある。   In the present invention, since the materials of the lattice net or lattice cage with the sheets stretched are hinged to the sea side of the lattice mesh or lattice cage that supports the wave-dissipating structure, the material is automatically used as the scouring progresses. It is effective to prevent scouring.

また用材の傾斜につれて波浪の洗掘力も逐次小さくなるので、遂には洗掘の進行を自動的に完全阻止し得る効果がある。   In addition, since the scouring force of waves gradually decreases with the inclination of the lumber, there is an effect that the progress of the scouring can be automatically and completely stopped at last.

この発明は、鋼材よりなる格子状底板の四周に、鋼材よりなる格子状側板を直立設置して格子かごを構成する。前記格子かご底の海側縁部へ、チェインにより洗掘防止用材の一側を回動自在に取り付ける。前記洗掘防止用材は、鋼材よりなる格子網の底面に薄鋼板を張設して構成してある。   According to the present invention, a lattice car is configured by installing a lattice-like side plate made of steel upright on four sides of a lattice-like bottom plate made of steel. One side of the scouring prevention material is pivotally attached to the sea side edge of the lattice cage bottom by a chain. The scouring prevention material is formed by stretching a thin steel plate on the bottom surface of a lattice net made of steel.

次に消波構造体を設置すべき地盤上へ、前記格子かごを載置して、その内側へ石材又はコンクリートブロックを積層して、消波構造物を構築する。   Next, the lattice car is placed on the ground where the wave-dissipating structure is to be installed, and a stone or concrete block is laminated on the inside thereof to construct the wave-dissipating structure.

この発明の実施例を図1(a)、(b)について説明すれば、鋼材1、2を縦横に並べて格子底3を構成し、その四周に側板4を立設して格子かご5を構成した。   Referring to FIGS. 1A and 1B, an embodiment of the present invention will be described. Steel plates 1 and 2 are arranged vertically and horizontally to form a lattice bottom 3, and side plates 4 are erected around the four sides to form a lattice cage 5. did.

前記格子かご5の一側へ洗掘防止用材6の一側をチェイン7を介して回動可能に連結したものである。前記洗掘防止用材は鋼線6で編成した格子網8の上面又は下面へ、薄鋼板9(例えば厚さ3mm)又はシート或いはマットレスを被着して洗掘防止用材10を構成するが、前記薄鋼板9を格子網8の上下面へ被着することもあり得る。   One side of the scouring prevention material 6 is connected to one side of the lattice car 5 via a chain 7 so as to be rotatable. The scouring prevention material 10 constitutes the scouring prevention material 10 by adhering a thin steel plate 9 (for example, a thickness of 3 mm) or a sheet or a mattress to the upper surface or the lower surface of the lattice net 8 knitted with the steel wire 6. The thin steel plate 9 may be applied to the upper and lower surfaces of the lattice net 8.

この発明により消波構造物を構築する場合の実施例を図2、3について説明すると、鋼線6で格子網8を構成し、その下面に薄鋼板9を張設して洗掘防止用材を得た。   Examples of constructing a wave-dissipating structure according to the present invention will be described with reference to FIGS. 2 and 3. A lattice net 8 is constituted by steel wires 6, and a thin steel plate 9 is stretched on the lower surface thereof to provide a scouring prevention material. Obtained.

一方鋼材で格子かごを構成し、この格子かごの一側に、前記洗掘防止用材の一側を連結する。   On the other hand, a lattice car is made of steel, and one side of the scouring prevention material is connected to one side of the lattice car.

前記格子かご5に石材11又はコンクリートブロック(又はその両方)を格子かごに入れて積み上げ、消波構造体15とする。   A stone 11 or a concrete block (or both) is put in the lattice car 5 and stacked in the lattice car 5 to form a wave-dissipating structure 15.

(a)この発明の洗掘防止用材を連結した格子かごの拡大平面図、(b)同じく拡大正面図、(c)同じく洗掘防止用材の一部拡大正面図。(A) The enlarged plan view of the lattice basket which connected the material for scouring prevention of this invention, (b) The same enlarged front view, (c) The partially enlarged front view of the same scouring preventing material. 同じく消波構造体を構築する実施例のブロック図。The block diagram of the Example which similarly builds a wave-dissipating structure. (a)同じく消波構造体の設置時の概念図、(b)同じく洗掘を受けた場合の概念図、(c)同じく連結部の一部拡大平面図。(A) The conceptual diagram at the time of installation of a wave-absorbing structure similarly, (b) The conceptual diagram at the time of receiving scouring, (c) The partial enlarged plan view of a connection part. (a)従来の施工例で海側に波山がある場合の概念図、(b)同じく陸側に波山がある場合の概念図。(A) Conceptual diagram when there is a wave mountain on the sea side in a conventional construction example, (b) Conceptual diagram when there is a wave mountain similarly on the land side.

符号の説明Explanation of symbols

1、2 鋼材
3 格子底
4 側板
5 格子かご
6 鋼線
7 チェイン
8 格子網
9 薄鋼板
10 洗掘防止用材
11 石材
12 支持地盤
13 捨て石基礎
14 ケーソン
15 消波構造体
20 堤体
DESCRIPTION OF SYMBOLS 1, 2 Steel materials 3 Lattice bottom 4 Side plate 5 Lattice cage 6 Steel wire 7 Chain 8 Lattice net 9 Thin steel plate 10 Scouring prevention material 11 Stone material 12 Support ground 13 Abandoned stone foundation 14

Claims (5)

強靭な材料により構成した格子網又は格子かごの底部に強靭なシート類を張設固定し、前記格子網又は格子かごの一側に、連結用ヒンジを連結したことを特徴とする消波構造物の洗掘防止用材。   A wave-dissipating structure characterized in that a tough sheet is stretched and fixed to the bottom of a lattice mesh or lattice cage made of a tough material, and a connecting hinge is connected to one side of the lattice mesh or lattice cage. For preventing scouring. シート類は、薄鋼板、帆布、ゴム又は合成樹脂シート又はマットとしたことを特徴とする請求項1記載の消波構造物の洗掘防止用材。   2. The material for preventing scouring of a wave-dissipating structure according to claim 1, wherein the sheets are thin steel plate, canvas, rubber, synthetic resin sheet or mat. 強靭な材料により構成した格子網又は格子かごの外周の全部又は一部に請求項1記載の洗掘防止用材を回動自在に連結したことを特徴とする消波資材の収容装置。   An apparatus for accommodating a wave-dissipating material, wherein the scouring prevention material according to claim 1 is rotatably connected to all or a part of the outer periphery of a lattice net or lattice car made of a tough material. 海岸地盤上へ設置した請求項3記載の消波資材の収容装置内へ、石材又はコンクリートブロックの一方又は両方を収容固定したことを特徴とする消波構造物。   A wave-dissipating structure characterized in that one or both of a stone material and a concrete block are accommodated and fixed in the wave-dissipating material accommodation apparatus according to claim 3 installed on the coastal ground. 海岸の消波構造物を設置しようとする地盤上へ、請求項3記載の消波資材の収容装置を設置した後、前記収容装置内へ石材又はコンクリートブロックの一方又は両方を順次積み上げて一体的構造体を構築することを特徴とした消波構造物の構築方法。   After installing the wave-dissipating material accommodation device according to claim 3 on the ground on which the coastal wave-dissipating structure is to be installed, one or both of stone materials and concrete blocks are sequentially stacked and integrated into the accommodation device. A method of constructing a wave-dissipating structure characterized by constructing a structure.
JP2005019172A 2005-01-27 2005-01-27 Corrosion prevention material of wave-extinguishing structure, wave-extinguishing structure and construction method therefor, and housing device for wave-extinguishing material Pending JP2006207210A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107130561A (en) * 2017-06-29 2017-09-05 中国路桥工程有限责任公司 A kind of harbour hydro-structure
CN114032845A (en) * 2021-12-09 2022-02-11 广东粤电湛江风力发电有限公司 Concrete soft mattress anti-scouring device with energy dissipation net and construction method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107130561A (en) * 2017-06-29 2017-09-05 中国路桥工程有限责任公司 A kind of harbour hydro-structure
CN107130561B (en) * 2017-06-29 2019-08-23 中国路桥工程有限责任公司 A kind of harbour hydro-structure
CN114032845A (en) * 2021-12-09 2022-02-11 广东粤电湛江风力发电有限公司 Concrete soft mattress anti-scouring device with energy dissipation net and construction method thereof

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