JP4941239B2 - Partition structure - Google Patents

Partition structure Download PDF

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JP4941239B2
JP4941239B2 JP2007292323A JP2007292323A JP4941239B2 JP 4941239 B2 JP4941239 B2 JP 4941239B2 JP 2007292323 A JP2007292323 A JP 2007292323A JP 2007292323 A JP2007292323 A JP 2007292323A JP 4941239 B2 JP4941239 B2 JP 4941239B2
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partition
offshore
purified water
shore
water area
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JP2009114819A (en
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正夫 黒岩
成一 細野
直仁 西川
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Obayashi Corp
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Description

本発明は、仕切り構造に関し、特に、沿岸の海域に形成される浄化水域を沖側から仕切るための仕切り構造に関する。   The present invention relates to a partition structure, and more particularly to a partition structure for partitioning a purified water area formed in a coastal sea area from the offshore side.

海岸、河川、湖等の水域に設けられる汚泥等の流出入を防止する仕切り構造の一例として、水域の仕切りたい位置に汚泥防止膜を設け、この汚泥防止膜を水底に設置したアンカーにワイヤーを介して連結し、汚泥防止膜の内外での汚泥等の流出入を防止するように構成した仕切り構造が知られている。   As an example of a partition structure that prevents the inflow and outflow of sludge, etc. provided in water areas such as coasts, rivers, lakes, etc., a sludge prevention film is provided at the location where the water area is to be partitioned, and a wire is attached to the anchor installed on the bottom of the water. There is known a partition structure configured to be connected to each other and prevent inflow and outflow of sludge and the like inside and outside the sludge prevention film.

また、仕切り構造の他の例として、特許文献1には、膜体と、膜体の上縁部に連結されて膜体に浮力を与える浮体と、膜体の下縁部を水底に固定するアンカーと、膜体の上縁部を水底に向かって引っ張る係留体とを備え、膜体の内外での汚泥等の流出入を防止するように構成した仕切り構造が提案されている。
特開2004−204609号公報
As another example of the partition structure, Patent Document 1 discloses that a film body, a floating body that is connected to the upper edge portion of the film body and imparts buoyancy to the film body, and a lower edge portion of the film body is fixed to the water bottom. There has been proposed a partition structure that includes an anchor and a mooring body that pulls the upper edge portion of the membrane body toward the water bottom and is configured to prevent inflow and outflow of sludge inside and outside the membrane body.
JP 2004-204609 A

ところで、上記のような構成の仕切り構造を例えば海岸の浄化水域に適用した場合に、満潮時に水位が上昇すると、水位が上昇した分の海水が汚泥防止膜(膜体)と海底との間の隙間等を介して外側(沖側)から浄化水域内に流入することになるため、汚泥防止膜(膜体)の外側から流入する海水によって浄化効果が低減してしまう。また、浄化水域内で工事を行う場合に、工事によって生じた濁水が汚泥防止膜(膜体)と海底との間の隙間等を介して浄化水域内から外側に流出し、汚濁防止効果が低減してしまう。   By the way, when the partition structure having the above configuration is applied to, for example, a purification water area on the coast, when the water level rises at high tide, the seawater corresponding to the rise in the water level is between the sludge prevention membrane (film body) and the seabed. Since it flows into the purified water area from the outside (offshore side) through a gap or the like, the purification effect is reduced by the seawater flowing from the outside of the sludge prevention membrane (film body). In addition, when construction is performed in the purified water area, the turbid water generated by the work flows out from the purified water area to the outside via a gap between the sludge prevention membrane (film body) and the seabed, reducing the pollution prevention effect. Resulting in.

本発明は、上記のような従来の問題に鑑みなされたものであって、潮の干満に影響されることなく、浄化水域を沖側から仕切り続けることができて、浄化水域内から沖側への浄化水の流出、沖側から浄化水域内への海水の流入を阻止できる仕切り構造を提供することを目的とする。   The present invention has been made in view of the conventional problems as described above, and can continue to partition the purified water area from the offshore side without being affected by tides, and from the purified water area to the offshore side. The purpose of the present invention is to provide a partition structure that can prevent the outflow of purified water and the inflow of seawater from the offshore side into the purified water area.

本発明は、上記のような課題を解決するために、以下のような手段を採用している。
すなわち、本発明は、沿岸に沿った海域に浄化水域を形成するための仕切り構造であって、前記浄化水域を沖側から仕切るように設けられるとともに、前記浄化水域の満潮時の水位と略同一の高さに形成されて下端部が前記浄化水域の海底に接触し、かつ、潮の干満によって沖及び岸方向に移動可能な仕切り材と、該仕切り材の上端部に設けられて海面上に浮かぶ浮き体と、前記仕切り材の下端部に設けられて、前記仕切り材の下端部が前記海底に接触した状態を保つとともに、潮の干満によって海底上を沖及び岸方向に移動する錘体とを備え、前記海底は、表面が一定勾配の傾斜面に形成される砂層を有し、該砂層の表面上を前記錘体が沖及び岸方向に移動可能に構成され前記海底に、前記錘体の移動範囲を囲むように提体を設け、該提体によって囲まれる部分に前記砂層を設けたことを特徴とする。
The present invention employs the following means in order to solve the above problems.
That is, the present invention is a partition structure for forming a purified water area in the sea area along the coast, provided to partition the purified water area from the offshore side, and substantially the same as the water level at high tide of the purified water area. A partition member that is formed at the height of the water and is in contact with the bottom of the purified water area and movable in the offshore and shore direction due to tides, and is provided at the upper end of the partition member on the sea surface. A floating body that floats, and a weight body that is provided at a lower end portion of the partition member, maintains a state in which the lower end portion of the partition member is in contact with the sea bottom, and moves on the sea floor in the offshore and shore direction due to tides. wherein the submarine includes a sand layer is formed on the surface of the inclined surface of constant slope, the upper surface of the sand layer the weight body is movable offshore and shore direction, the seabed, the weight Provide a limb that surrounds the range of movement of the body. Characterized by providing the sand in the portion surrounded by the.

本発明仕切り構造によれば、仕切り材は、満潮時の浄化水域の水位と略同一の高さに形成されるとともに、上端部に設けられた浮き体によって支持され、さらに下端部を海底に接触した状態に保つ錘体が潮の干満によって海底上を移動可能に構成されているので、潮の干満に追従して仕切り材が沖及び岸方向に移動し、仕切り材によって浄化水域を沖側から仕切り続けることができ、潮の干満に影響されることなく、浄化水域内から沖側への浄化水の流出、沖側から浄化水域内への海水の流入を防止できる。
また、錘体は、海底の砂層の一定勾配の傾斜面からなる表面上を沖及び岸方向に移動することになるので、海底の表面形状によって錘体の移動が影響されることはなく、潮の干満に追従して仕切り材を沖及び岸方向に円滑に移動させることができる。
さらに、浄化水域の海底に不陸が存在する場合に、提体によって囲まれた部分に砂層を形成し、この砂層の表面上を錘体が移動するように構成しているので、海底の状態に影響されることなく、潮の干満に追従して仕切り材を沖及び岸方向に円滑に移動させることが可能となる。
According to the partition structure of the present invention, the partition member is formed at substantially the same height as the water level of the purified water area at high tide, supported by the floating body provided at the upper end, and further, the lower end on the seabed. Since the weight body that keeps contact is configured to be able to move on the seabed by tidal flow, the partition material moves in the offshore and shore direction following the tidal flow, and the purified water area is moved offshore by the partition material. Therefore, it is possible to prevent the outflow of purified water from the purified water area to the offshore side and the inflow of seawater from the offshore side to the purified water area without being affected by tides.
In addition, since the weight body moves in the offshore and shore direction on the surface composed of the inclined surface of the sand layer at the bottom of the seabed, the movement of the weight body is not affected by the surface shape of the seabed. The partition material can be smoothly moved in the offshore and shore directions following the tidal range.
Furthermore, when there is unevenness on the bottom of the purified water area, a sand layer is formed in the part surrounded by the levee and the weight moves on the surface of the sand layer. It is possible to smoothly move the partition material in the offshore and shore directions following the tides.

さらに、本発明は沿岸に沿った海域に浄化水域を形成するための仕切り構造であって、前記浄化水域を沖側から仕切るように設けられるとともに、前記浄化水域の満潮時の水位と略同一の高さに形成されて下端部が前記浄化水域の海底に接触し、かつ、潮の干満によって沖及び岸方向に移動可能な仕切り材と、該仕切り材の上端部に設けられて海面上に浮かぶ浮き体と、前記仕切り材の下端部に設けられて、前記仕切り材の下端部が前記海底に接触した状態を保つとともに、潮の干満によって海底上を沖及び岸方向に移動する錘体とを備え、前記沿岸に、一対の止水構造体を岸から沖に向かって延出するように、かつ互いに平行をなすように立設し、該一対の止水構造体間に前記仕切り材を沖及び岸方向に移動可能に設けたことを特徴とする。 Further, the present invention is a partition structure for forming a purified water area in the sea area along the coast, provided to partition the purified water area from the offshore side, and substantially the same as the water level at the time of high tide of the purified water area. A partition member that is formed at the height of the water and is in contact with the bottom of the purified water area and movable in the offshore and shore direction due to tides, and is provided at the upper end of the partition member on the sea surface. A floating body that floats, and a weight body that is provided at a lower end portion of the partition member, maintains a state in which the lower end portion of the partition member is in contact with the sea bottom, and moves on the sea floor in the offshore and shore direction due to tides. A pair of water-stopping structures extending from the shore toward the offshore and parallel to each other on the coast, and the partition material between the pair of water-stopping structures It is characterized in that movable offshore and shore direction .

本発明仕切り構造によれば、一対の止水構造体と、一対の止水構造体間に設けられる仕切り材とによって囲まれる部分に浄化水域が形成されることになるので、沿岸の状態に影響されることなく、所望の浄化水域を形成することができるAccording to the partition structure of the present invention , the purified water area is formed in a portion surrounded by the pair of water stop structures and the partition material provided between the pair of water stop structures. A desired purified water area can be formed without being affected .

また、本発明において、前記仕切り材は、不透水性を有する膜材又は板材からなることとしてもよい。Moreover, in this invention, the said partition material is good also as consisting of a film | membrane material or board | plate material which has impermeableness.

本発明仕切り構造によれば、不透水性を有する膜材又は板材からなる仕切り材によって浄化水域が沖側から仕切られ、仕切り材を介して浄化水域内から浄化水が沖側に流出し、沖側から浄化水域内に海水が流入するのが阻止される。 According to the partition structure of the present invention, the purified water area is partitioned from the offshore side by a partition material composed of a membrane material or plate material having impermeability, and purified water flows out from the purified water area to the offshore side through the partition material, Seawater is prevented from flowing from the offshore side into the purified water area.

さらに、本発明において前記一対の止水構造体と前記仕切り材との間には、前記仕切り材を沖及び岸方向に移動可能に支持する案内手段が設けられていることとしてもよい。 Furthermore, in this invention, it is good also as a guide means supporting the said partition material so that a movement to an offshore and a shore direction is possible between a pair of said water stop structure and the said partition material.

本発明仕切り構造によれば、一対の止水構造体間に設けられている仕切り材は、案内手段によって沖および岸方向に移動可能に支持されているので、潮の干満に追従して
沖及び岸方向に円滑に移動することが可能となる
According to the partition structure of the present invention, the partition member provided between the pair of water-stop structures is supported by the guide means so as to be movable in the offshore and shore directions, so that it follows the tides.
It is possible to move smoothly in the offshore and shore directions .

さらに、本発明において前記一対の止水構造体と前記仕切り材との間には、それらの間をシールするシール手段が設けられていることとしてもよい。 Furthermore, in this invention, it is good also as a sealing means sealing between between a pair of said water stop structure and the said partition material.

本発明仕切り構造によれば、一対の止水構造体と仕切り材との間はシール手段によってシールされているので、仕切り材と一対の止水構造体との間を介して浄化水域内から沖側に浄化水が流出し、沖側から浄化水域内に海水が流入するのが防止されることになるAccording to the partition structure of the present invention, since the gap between the pair of water stop structures and the partition member is sealed by the sealing means, the inside of the purified water area is interposed between the partition member and the pair of water stop structures. Purified water flows out to the offshore side, and seawater is prevented from flowing into the purified water area from the offshore side .

以上、説明したように、本発明によれば、仕切り材を、満潮時の浄化水域の水位と略同一の高さに形成するとともに、上端部に設けられた浮き体によって支持し、さらに、下端部を海底に接触した状態に保つ錘体を潮の干満によって海底上を移動させるように構成したので、潮の干満に追従して仕切り材を沖及び岸方向に移動させて、仕切り材によって浄化水域を沖側から仕切り続けることができる。従って、潮の干満に影響されることなく、浄化水域内から沖側への浄化水の流出、沖側から浄化水域内への海水の流入を防止できる。   As described above, according to the present invention, the partition member is formed at substantially the same height as the water level of the purified water area at high tide, and is supported by the floating body provided at the upper end, and further, the lower end. Since the weight body that keeps the part in contact with the seabed is configured to move on the seabed by the tides, the partition material is moved offshore and shore in accordance with the tides and purified by the partition material. The water area can continue to be partitioned from the offshore side. Therefore, the outflow of purified water from the purified water area to the offshore side and the inflow of seawater from the offshore side to the purified water area can be prevented without being affected by tides.

また、仕切り材は、不透水性を有する膜材又は板材から形成されているので、仕切り材を透過して浄化水域内から浄化水が沖側に流出し、沖側から浄化水域内に海水が流入するのが阻止される。   Moreover, since the partition material is formed of a membrane material or plate material having impermeable properties, the purified water flows through the partition material and flows out from the purified water area to the offshore side, and seawater enters the purified water area from the offshore side. Inflow is blocked.

さらに、錘体は、海底の砂層の一定勾配の傾斜面からなる表面上を沖及び岸方向に移動することになるので、海底の表面形状によって錘体の移動が影響されることはなく、潮の干満に追従して仕切り材を沖及び岸方向に円滑に移動させることができ、潮の干満に影響されることなく、浄化水域内から沖側への浄化水の流出、沖側から浄化水域内への海水の流入を防止できる。   Furthermore, since the weight moves in the offshore and shore direction on the surface of the seabed sand layer with a constant slope, the movement of the weight is not affected by the surface shape of the seabed. It is possible to smoothly move the partition material in the offshore and shore direction following the tidal range, and without being affected by tides, the outflow of purified water from the purified water area to the offshore side, and the purified water area from the offshore side. Inflow of seawater to the inside can be prevented.

さらに、浄化水域の海底に不陸が存在する場合に、提体によって囲まれた部分に砂層を形成し、この砂層の表面上を錘体を移動させるように構成しているので、浄化水域の海底の状態に影響されることなく、潮の干満に追従して仕切り材を沖及び岸方向に移動させることができ、潮の干満に影響されることなく、浄化水域内から沖側への浄化水の流出、沖側から浄化水域内への海水の流入を防止できる。   In addition, when there is unevenness on the bottom of the purified water area, a sand layer is formed in the part surrounded by the levee and the weight is moved on the surface of the sand layer. The partition material can be moved in the offshore and shore direction following the tides without being affected by the state of the seabed, and the purification from the purification water area to the offshore can be performed without being affected by the tides. Water outflow and seawater inflow from the offshore side into the purified water area can be prevented.

さらに、仕切り材を一対の止水構造体間に設けて、仕切り材と一対の止水構造体とによって囲まれる部分に浄化水域を形成しているので、沿岸の状態に影響されることなく、所望の浄化水域を形成することが可能となる。   Furthermore, since the partition material is provided between the pair of water-stopping structures, and the purified water area is formed in the portion surrounded by the partition material and the pair of water-stop structures, without being affected by the coastal state, A desired purified water area can be formed.

さらに、仕切り材を案内手段によって沖及び岸方向に移動可能に支持しているので、潮の干満に追従して仕切り材を沖及び岸方向に円滑に移動させることが可能となる。
さらに、一対の止水構造体と仕切り材との間をシール手段によってシールしているので、仕切り材と一対の止水構造体との間を介して浄化水域内から沖側に浄化水が流出し、沖側から浄化水域内に海水が流入するのを防止できることになる。
Furthermore, since the partition material is supported by the guide means so as to be movable in the offshore and shore directions, the partition material can be smoothly moved in the offshore and shore directions following the tides.
Further, since the gap between the pair of water stop structures and the partition material is sealed by the sealing means, the purified water flows out from the purified water area to the offshore side between the partition material and the pair of water stop structures. In addition, seawater can be prevented from flowing into the purified water area from the offshore side.

以下、図面を参照しながら、本発明の実施の形態について説明する。
図1〜図5には、本発明による仕切り構造の一実施の形態が示されていて、図1は仕切り構造の全体を示す平面図、図2は図1のA−A線に沿って見た概略断面図、図3は図2のB−B線に沿って見た概略断面図、図4は図1の仕切り材の下端部の概略図、図5は浄化水域の海底の変形例を示す概略断面図である。なお、図1、図2及び図5は、潮の満潮時と干潮時の状態を示している。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
1 to 5 show an embodiment of a partition structure according to the present invention. FIG. 1 is a plan view showing the entire partition structure, and FIG. 2 is a view taken along line AA in FIG. 3 is a schematic cross-sectional view taken along line BB in FIG. 2, FIG. 4 is a schematic view of the lower end portion of the partition member in FIG. 1, and FIG. 5 is a modified example of the seabed in the purified water area. It is a schematic sectional drawing shown. In addition, FIG.1, FIG.2 and FIG.5 has shown the state at the time of the high tide and the low tide of a tide.

すなわち、本実施の形態の仕切り構造1は、図1〜図3に示すように、沿岸に沿った海域に沖25側から仕切られた浄化水域2を形成するのに適用したものであって、一対の止水構造体7、7と、一対の止水構造体7、7間に沖25及び岸26方向に移動可能に設けられる仕切り材8と、仕切り材8を支持する浮き体9と、仕切り材8に鉛直方向下方(海底方向)への荷重を付与する錘体19とを備えている。   That is, the partition structure 1 of the present embodiment is applied to form the purified water area 2 partitioned from the offshore 25 side in the sea area along the coast, as shown in FIGS. A pair of water blocking structures 7, 7, a partition member 8 provided between the pair of water blocking structures 7, 7 so as to be movable in the direction of the offing 25 and the shore 26, and a floating body 9 that supports the partition member 8, The partition member 8 is provided with a weight body 19 that applies a load in a vertically downward direction (sea floor direction).

一対の止水構造体7、7は、コンクリート等からなる壁状の構造物であって、浄化水域2の両側に岸26から沖25に向かって延出するように、かつ互いに平行をなすように立設されている。各止水構造体7は、上端が満潮時の浄化水域2の水面よりも上方に突出するように高さが設定され、満潮時に各止水構造体7を越えて沖25側から浄化水域2内に海水が流入するのを防止している。   The pair of water-stop structures 7 and 7 are wall-like structures made of concrete or the like, and extend so as to extend from the shore 26 toward the offshore 25 on both sides of the purified water area 2 and to be parallel to each other. Is erected. Each water stop structure 7 is set to have a height such that the upper end protrudes above the surface of the purified water area 2 at high tide. The seawater is prevented from flowing inside.

各止水構造体7は、少なくとも表面が不透水性を有する止水構造に形成され、各止水構造体7を透過して沖25側から浄化水域2内へ海水が流入し、又は各止水構造体7を介して浄化水域2内から沖25側に浄化水が流出するのを防止している。   Each water-stopping structure 7 is formed in a water-stopping structure having at least a water-impermeable surface, and seawater flows into the purified water area 2 from the offshore 25 side through each water-stopping structure 7, or The purified water is prevented from flowing out from the purified water area 2 to the offing 25 side through the water structure 7.

仕切り材8は、ゴム、樹脂等の不透水性を有する膜材又は板材(本実施の形態では膜材)から形成される帯状をなすものであって、一対の止水構造体7、7間に岸26に沿うように、かつ、鉛直方向を向くように設けられ、この仕切り材8と一対の止水構造体7、7とによって囲まれる部分に浄化水域2が形成されている。   The partition member 8 has a belt-like shape formed of a water-impermeable film material or plate material (film material in the present embodiment) such as rubber or resin, and is formed between the pair of water-stop structures 7 and 7. The purified water area 2 is formed in a portion surrounded by the partition member 8 and the pair of water-stopping structures 7, 7 along the shore 26 and facing the vertical direction.

仕切り材8は、高さ(縦)寸法が満潮時の浄化水域2の水深と略同一長さに、幅(横)寸法が浄化水域2の全幅に亘る長さ(一対の止水構造体7、7間の長さ)に形成され、これにより、満潮時の浄化水域2が全高及び全幅に亘って沖25側から仕切られるようになっている。   The partition member 8 has a height (vertical) dimension that is substantially the same as the depth of the purified water area 2 at high tide, and a width (horizontal) dimension that spans the entire width of the purified water area 2 (a pair of water blocking structures 7). In this way, the purified water area 2 at high tide is partitioned from the offshore 25 side over the entire height and width.

なお、仕切り材8は、図示はしないが、四方枠組みした枠体にその開口部を閉塞するように張り付け、枠体によって補強するように構成してもよい。   Although not shown, the partition member 8 may be configured to be attached to a four-frame frame so as to close the opening and to be reinforced by the frame.

浮き体9は、仕切り材8の上端部に所定の間隔ごとに設けられる複数の円柱状の浮き10と、隣接する浮き10、10間を連結するロープ11と、ロープ11の周囲に被嵌される筒状のカバー12とから構成され、この浮き体9によって仕切り材8の上端が浄化水域2の水面上に浮いた状態に保たれている。   The floating body 9 is fitted around a plurality of columnar floats 10 provided at predetermined intervals on the upper end of the partition member 8, a rope 11 connecting the adjacent floats 10, 10, and the rope 11. The floating cover 9 keeps the upper end of the partition member 8 floating above the water surface of the purified water area 2.

仕切り材8の幅方向の両端にはシール手段13が設けられ、このシール手段13によって仕切り材8の幅方向の両端と各止水構造体7の内面(浄化水域2側の面)との間が仕切り材8の全高に亘ってシールされている。   Sealing means 13 are provided at both ends in the width direction of the partition member 8, and the seal means 13 is provided between the both ends in the width direction of the partition member 8 and the inner surface of each water stop structure 7 (surface on the purified water area 2 side). Is sealed over the entire height of the partition member 8.

シール手段13としては、例えば、不透水性を有する材料からなる刷毛13aが挙げられ、この刷毛13aを先端部が各止水構造体7の内面に接触するように、仕切り材8の幅方向の両端に取り付けることで、仕切り材8の幅方向の両端と各止水構造体7の内面との間がシールされ、それらの間を介して浄化水域2内から沖25側に浄化水が流出し、沖25側から浄化水域2内に海水が流入するのが防止される。   As the sealing means 13, for example, a brush 13 a made of an impermeable material can be cited, and the width of the partition member 8 can be adjusted so that the tip of the brush 13 a contacts the inner surface of each water-stopping structure 7. By attaching to both ends, the space between both ends in the width direction of the partition member 8 and the inner surface of each water-stopping structure 7 is sealed, and purified water flows out from the purified water area 2 to the offshore 25 side through the space between them. The seawater is prevented from flowing into the purified water area 2 from the offshore 25 side.

仕切り材8の幅方向の両端の上端部と各止水構造体7の上端部との間には案内手段15が設けられ、この案内手段15によって仕切り材8が一対の止水構造体7、7間を沖25及び岸26方向に移動可能に支持されている。   Guide means 15 is provided between the upper ends of both ends of the partition member 8 in the width direction and the upper ends of the water stop structures 7, and the guide member 15 allows the partition member 8 to be paired with the water stop structures 7. 7 is supported so as to be movable in the direction of offshore 25 and shore 26.

案内手段15は、例えば、各止水構造体7の上端部に各止水構造体7の全長に亘って張設されるガイドロープ16と、ガイドロープ16に移動可能に取り付けられるリング状の支持部材17と、支持部材17と仕切り材8の幅方向の両端の上端部との間を連結する連結ロープ18とから構成される。案内手段15の支持部材17がガイドロープ16上を移動することにより、仕切り材8が一対の止水構造体7、7間を仕切った状態で沖25及び岸26方向に円滑に移動することになる。   The guide means 15 includes, for example, a guide rope 16 stretched over the entire length of each water stop structure 7 at the upper end of each water stop structure 7 and a ring-shaped support attached to the guide rope 16 so as to be movable. It is comprised from the member 17 and the connection rope 18 which connects between the support member 17 and the upper end part of the width direction both ends of the partition material 8. FIG. By the support member 17 of the guide means 15 moving on the guide rope 16, the partition member 8 smoothly moves toward the offshore 25 and the shore 26 in a state where the pair of water-stopping structures 7 and 7 are partitioned. Become.

支持部材17と仕切り材8とを連結する連結ロープ18には伸縮自在のものが使用され、潮の干満による浄化水域2の水位の変動に影響されることなく、仕切り材8の上端を浄化水域2の水面上に常時位置させ、仕切り材8によって浄化水域2を沖25側から仕切り続けている。   The connecting rope 18 that connects the support member 17 and the partition member 8 is a telescopic rope, and the upper end of the partition member 8 is connected to the purified water region without being affected by fluctuations in the water level of the purified water region 2 due to tides. The purified water area 2 is continuously partitioned from the offing 25 side by the partition material 8.

なお、案内手段15のガイドロープ16上にストッパー部を設け、このストッパー部に支持部材17を当接させることにより、仕切り材8の沖25及び岸26方向への移動範囲を規制するように構成してもよい。   In addition, a stopper portion is provided on the guide rope 16 of the guide means 15, and the support member 17 is brought into contact with the stopper portion, whereby the moving range of the partition member 8 in the direction of the offing 25 and the shore 26 is restricted. May be.

錘体19は、仕切り材8の下端部に所定の間隔ごとに設けられる鉛等からなる複数の錘20を備え、この複数の錘20によって仕切り材8に鉛直方向下方への荷重が付与され、この荷重によって仕切り材8の下端部が浄化水域2の海底3に押し付けられる。   The weight body 19 includes a plurality of weights 20 made of lead or the like provided at predetermined intervals at the lower end portion of the partition member 8, and a load downward in the vertical direction is applied to the partition member 8 by the plurality of weights 20. With this load, the lower end portion of the partition member 8 is pressed against the seabed 3 of the purified water area 2.

錘20は、潮の干満によって仕切り材8が沖25及び岸26方向に移動したときに、仕切り材8に追従して浄化水域2の海底3上を滑るように沖25及び岸26方向に移動する。これにより、潮の干満に影響されることなく、仕切り材8の下端部を浄化水域2の海底3に押し付けることができる。   The weight 20 moves in the direction of the offshore 25 and the shore 26 so as to slide on the seabed 3 of the purified water area 2 following the partition material 8 when the partitioning material 8 moves in the direction of the shore 25 and the shore 26 due to tidal flow. To do. Thereby, the lower end part of the partition material 8 can be pressed against the seabed 3 of the purified water area 2 without being affected by tides.

仕切り材8の下端部には、図4に示すように、不透水性を有する材料からなる刷毛状のシール部材14が隣接する錘20、20間を閉塞するように設けられる。これにより、仕切り材8の下端と浄化水域2の海底3との間が確実にシールされ、仕切り材8の下端と海底3との間を介して浄化水域2内から沖25側へ浄化水が流出し、沖25側から浄化水域2内に海水が流入するのが防止される。   As shown in FIG. 4, a brush-like seal member 14 made of an impermeable material is provided at the lower end of the partition member 8 so as to close the adjacent weights 20 and 20. As a result, the space between the lower end of the partition member 8 and the sea bottom 3 of the purified water area 2 is securely sealed, and the purified water flows from the inside of the purified water area 2 to the offshore 25 side through the space between the lower end of the partition material 8 and the sea floor 3. The seawater is prevented from flowing into the purified water area 2 from the offshore 25 side.

浄化水域2の海底3は、一定勾配の平坦な傾斜面を有するものであれば修正する必要はないが、好ましくは、海底3に所定の厚みの砂層4を設け、この砂層4の表面5を一定勾配の平坦な傾斜面に形成する修正を行う。このような構成の砂層4を海底3に設けることにより、錘体19の錘20を円滑に沖25及び岸26方向に移動させることができるとともに、仕切り材8の下端と海底3との間を確実にシールすることができる。   The sea bottom 3 of the purified water area 2 does not need to be modified as long as it has a flat slope with a constant slope. Preferably, a sand layer 4 having a predetermined thickness is provided on the sea bottom 3, and the surface 5 of the sand layer 4 is A correction is made to form a flat slope with a constant slope. By providing the sand layer 4 having such a configuration on the seabed 3, the weight 20 of the weight body 19 can be smoothly moved toward the offshore 25 and the shore 26, and between the lower end of the partition material 8 and the seabed 3. It can be surely sealed.

なお、浄化水域2の海底3に不陸が存在する場合には、図5に示すように、仕切り材8及び錘体19の移動範囲を囲むように提体6を設け、この提体6の内側に表面5が一定勾配の平坦な傾斜面からなる所定の厚みの砂層4を設ければよい。   In addition, when unevenness exists in the seabed 3 of the purified water area 2, as shown in FIG. 5, the slat 6 is provided so as to surround the movement range of the partition member 8 and the weight body 19, and What is necessary is just to provide the sand layer 4 of the predetermined thickness which the surface 5 consists of a flat inclined surface with a fixed gradient inside.

次に、上記のように構成した仕切り構造1の作用について説明する。
まず、図1及び図2に示すように、潮の干満によって沖25側の水位が変化すると、その水位の変化に追従して仕切り材8が沖25及び岸26方向に移動し、浄化水域2の水位が沖25側の水位と同一となり、浄化水域2の水位と沖側25側の水位とが平衡状態に保たれる。
Next, the effect | action of the partition structure 1 comprised as mentioned above is demonstrated.
First, as shown in FIGS. 1 and 2, when the water level on the offing 25 side changes due to the tides, the partition material 8 moves in the direction of the offing 25 and the shore 26 following the change in the water level. The water level at the offshore 25 side is the same as the water level at the offshore 25 side, and the water level at the purified water area 2 and the water level at the offshore 25 side are kept in equilibrium.

つまり、満潮時には、沖25側の水位の変化(上昇)に追従して仕切り材8が岸26方向に移動し、沖25側の水位に浄化水域2の水位が一致した位置に仕切り材8が停止する。この場合、仕切り材8の高さ方向の寸法は、満潮時の浄化水域2の水位と略同一長さに設定されるとともに、仕切り材8の上端は浮き体8によって浄化水域2の水面上に保持され、下端は錘体19によって海底3に接触した状態に保持されているので、満潮時の浄化水域2を全高に亘って仕切ることができ、浄化水域2内から沖25側に浄化水が流出し、又は沖25側から浄化水域2内に海水が流入するようなことはなく、浄化水域2を仕切り続けることができる。   In other words, at the time of high tide, the partition material 8 moves in the direction of the shore 26 following the change (rise) of the water level on the offing 25 side, and the partitioning material 8 is located at the position where the water level of the purified water area 2 matches the water level on the offing 25 side. Stop. In this case, the dimension in the height direction of the partition member 8 is set to be approximately the same length as the water level of the purified water region 2 at high tide, and the upper end of the partition member 8 is placed on the surface of the purified water region 2 by the floating body 8. Since the lower end is held in contact with the seabed 3 by the weight body 19, the purified water area 2 at high tide can be partitioned over the entire height, and the purified water flows from the purified water area 2 to the offshore 25 side. The seawater does not flow out or flow into the purified water area 2 from the offshore 25 side, and the purified water area 2 can be kept partitioned.

また、干潮時には、沖25側の水位の変化(低下)に追従して仕切り材8が沖25方向に移動し、沖25側の水位に浄化水域2の水位が一致した位置に仕切り材8が停止する。この場合、図中、A1の部分の体積(満潮時に増加した分の体積)がA2の部分に移動することになるので、仕切り材8は、上端が下端よりも沖25側に位置した傾斜状態となるが、仕切り材8の上端は浮き体9によって浄化水域2の水面上に保持され、下端は錘体19によって海底3に接触した状態に保持されているので、仕切り材8を介して浄化水域2内から沖25側に浄化水が流出したり、沖側25から浄化水域2内に海水が流入したりすることはなく、浄化水域2を仕切り続けることができる。   Further, at low tide, the partition material 8 moves in the direction of the offshore 25 following the change (decrease) in the water level on the offshore 25 side, and the partition material 8 is located at a position where the water level of the purified water area 2 matches the water level on the offshore 25 side. Stop. In this case, since the volume of the portion A1 (the volume increased at high tide) moves to the portion A2 in the figure, the partition member 8 is in an inclined state in which the upper end is located on the offing 25 side from the lower end. However, since the upper end of the partition member 8 is held on the surface of the purified water area 2 by the floating body 9 and the lower end is held in contact with the seabed 3 by the weight body 19, the partition member 8 is purified through the partition member 8. Purified water does not flow out from the water area 2 to the offshore 25 side, and seawater does not flow into the purified water area 2 from the offshore side 25, so that the purified water area 2 can continue to be partitioned.

上記のように構成した本実施の形態による仕切り構造1にあっては、潮の干満によって仕切り材8を沖25及び岸26方向に移動させるとともに、仕切り材8の上端を浮き体9によって浄化水域2の水面上に保持し、さらに、錘体19によって仕切り材8の下端を海底3に接触した状態に保持するようにしたので、潮の干満に影響されることなく、浄化水域2を仕切り材8によって仕切り続けることができ、浄化水域2内から沖25側に浄化水が流出したり、沖25側から浄化水域2内に海水が流入したりするのを防止できる。   In the partition structure 1 according to the present embodiment configured as described above, the partition member 8 is moved in the direction of the offing 25 and the shore 26 by tidal flow, and the upper end of the partition member 8 is purified by the floating body 9 Since the lower end of the partition member 8 is held in contact with the seabed 3 by the weight body 19, the purified water area 2 is separated from the purified water area 2 without being affected by tides. 8 can keep partitioning, and it is possible to prevent purified water from flowing out from the purified water area 2 to the offshore 25 side and seawater from flowing from the offshore 25 side into the purified water area 2.

従って、浄化水域2の水質や底質を浄化する場合に、浄化水域2内に沖25側に海水が流入して浄化効果を低減させるようなことはなく、また、浄化水域2で工事を行っている場合に、浄化水域2で発生した濁水が沖25側に流出して汚濁防止効果を低減させるようなこともなく、浄化水域2としての機能を長期的に維持することができる。   Therefore, when purifying the water quality and bottom sediment of the purified water area 2, seawater does not flow into the purified water area 2 to the offshore 25 side and the purification effect is not reduced. In this case, the function as the purified water area 2 can be maintained for a long time without the turbid water generated in the purified water area 2 flowing out to the offing 25 and reducing the pollution prevention effect.

なお、上記の説明においては、沿岸に一対の止水構造体7、7を設けるとともに、一対の止水構造体7、7間に仕切り材8を移動可能に設けて、一対の止水構造体7、7と仕切り材8とによって囲まれる部分に浄化水域2を形成したが、止水構造体7を設けずに、仕切り材8のみによって浄化水域2を形成するように構成してもよい。その場合には、仕切り材8を沿岸の海域に円弧状に設け、仕切り材8と岸26との間に浄化水域2を形成すればよい。   In the above description, a pair of water-stopping structures 7 and 7 are provided on the coast, and a partition member 8 is movably provided between the pair of water-stopping structures 7 and 7, so Although the purified water region 2 is formed in a portion surrounded by the portions 7 and 7 and the partition material 8, the purified water region 2 may be formed only by the partition material 8 without providing the water stop structure 7. In that case, the partition member 8 may be provided in an arc shape in the coastal sea area, and the purified water region 2 may be formed between the partition member 8 and the shore 26.

また、上記の説明においては、仕切り材8を一対の止水構造体7、7間に設けて、仕切り材8と各止水構造体7との間に設けた案内手段15によって仕切り材8の移動範囲を規制したが、満潮時の仕切り材8の位置と干潮時の仕切り材8の位置との中間地点の海底3にアンカーを設置し、各アンカーにワイヤーロープを介して仕切り材8の下端部を連結し、ワイヤーロープによって仕切り材8の移動範囲を規制するように構成してもよい。   In the above description, the partition member 8 is provided between the pair of water-stopping structures 7, 7, and the guide member 15 provided between the partition member 8 and each of the water-stopping structures 7 forms the partition member 8. Although the movement range was restricted, anchors were installed on the seabed 3 at the midpoint between the position of the partition member 8 at high tide and the position of the partition member 8 at low tide, and the lower end of the partition member 8 was connected to each anchor via a wire rope. You may comprise so that a part may be connected and the movement range of the partition material 8 may be controlled with a wire rope.

さらに、上記の説明においては、本発明による仕切り構造1を海の沿岸に浄化水域2を形成する場合に適用したが、水の移動が生じる河川、湖沼等に適用してもよいものであり、その場合にも同様の作用効果を奏する。   Furthermore, in the above description, the partition structure 1 according to the present invention is applied to the case where the purified water area 2 is formed on the coast of the sea. However, the partition structure 1 may be applied to rivers, lakes and the like where water moves. In that case, the same effect is obtained.

本発明による仕切り構造の一実施の形態を示した概略平面図である。It is the schematic plan view which showed one Embodiment of the partition structure by this invention. 図1のA−A線に沿って見た概略断面図である。It is the schematic sectional drawing seen along the AA line of FIG. 図2のB−B線に沿って見た概略断面図である。It is the schematic sectional drawing seen along the BB line of FIG. 図1の仕切り材の下端部の概略図である。It is the schematic of the lower end part of the partition material of FIG. 図1の海底の変形例を示した概略断面図である。It is the schematic sectional drawing which showed the modification of the seabed of FIG.

符号の説明Explanation of symbols

1 仕切り構造
2 浄化水域
3 海底
4 砂層
5 表面
6 提体
7 止水構造体
8 仕切り材
9 浮き体
10 浮き
11 ロープ
12 カバー
13 シール手段
13a 刷毛
14 シール部材
15 案内手段
16 ガイドロープ
17 支持部材
18 連結ロープ
19 錘体
20 錘
25 沖
26 岸
DESCRIPTION OF SYMBOLS 1 Partition structure 2 Purified water area 3 Sea bottom 4 Sand layer 5 Surface 6 Ladder 7 Water stop structure 8 Partition material 9 Floating body 10 Float 11 Rope 12 Cover 13 Sealing means 13a Brush 14 Seal member 15 Guide means 16 Guide rope 17 Support member 18 Connecting rope 19 Plumb 20 Plum 25 Offshore 26 Shore

Claims (7)

沿岸に沿った海域に浄化水域を形成するための仕切り構造であって、
前記浄化水域を沖側から仕切るように設けられるとともに、前記浄化水域の満潮時の水位と略同一の高さに形成されて下端部が前記浄化水域の海底に接触し、かつ、潮の干満によって沖及び岸方向に移動可能な仕切り材と、
該仕切り材の上端部に設けられて海面上に浮かぶ浮き体と、
前記仕切り材の下端部に設けられて、前記仕切り材の下端部が前記海底に接触した状態を保つとともに、潮の干満によって海底上を沖及び岸方向に移動する錘体とを備え、
前記海底は、表面が一定勾配の傾斜面に形成される砂層を有し、該砂層の表面上を前記錘体が沖及び岸方向に移動可能に構成され
前記海底に、前記錘体の移動範囲を囲むように提体を設け、該提体によって囲まれる部分に前記砂層を設けたことを特徴とする仕切り構造。
A partition structure for forming a purified water area in the sea area along the coast,
It is provided so as to partition the purified water area from the offshore side, is formed at substantially the same height as the water level at the time of high tide of the purified water area, the lower end is in contact with the sea bottom of the purified water area, and A partition material movable in the offshore and shore directions;
A floating body provided on the upper end of the partition member and floating on the sea surface;
Provided at the lower end portion of the partition member, and maintaining the state where the lower end portion of the partition member is in contact with the sea floor, and comprising a weight body that moves on the sea floor in the offshore and shore direction due to tides,
The seabed has a sand layer whose surface is formed on a slope with a constant gradient, and the weight body is configured to be movable in offshore and shore directions on the surface of the sand layer ,
A partition structure characterized in that a basin is provided on the seabed so as to surround a moving range of the weight body, and the sand layer is provided in a portion surrounded by the levee .
沿岸に沿った海域に浄化水域を形成するための仕切り構造であって、
前記浄化水域を沖側から仕切るように設けられるとともに、前記浄化水域の満潮時の水位と略同一の高さに形成されて下端部が前記浄化水域の海底に接触し、かつ、潮の干満によって沖及び岸方向に移動可能な仕切り材と、
該仕切り材の上端部に設けられて海面上に浮かぶ浮き体と、
前記仕切り材の下端部に設けられて、前記仕切り材の下端部が前記海底に接触した状態を保つとともに、潮の干満によって海底上を沖及び岸方向に移動する錘体とを備え、
前記沿岸に、一対の止水構造体を岸から沖に向かって延出するように、かつ互いに平行をなすように立設し、該一対の止水構造体間に前記仕切り材を沖及び岸方向に移動可能に設けたことを特徴とする仕切り構造。
A partition structure for forming a purified water area in the sea area along the coast,
It is provided so as to partition the purified water area from the offshore side, is formed at substantially the same height as the water level at the time of high tide of the purified water area, the lower end is in contact with the sea bottom of the purified water area, and A partition material movable in the offshore and shore directions;
A floating body provided on the upper end of the partition member and floating on the sea surface;
Provided at the lower end portion of the partition member, and maintaining the state where the lower end portion of the partition member is in contact with the sea floor, and comprising a weight body that moves on the sea floor in the offshore and shore direction due to tides,
On the coast, a pair of water-stopping structures are erected so as to extend from the shore toward the off-shore and in parallel with each other, and the partition material is placed between the pair of water-stopping structures offshore and on the shore. A partition structure provided so as to be movable in a direction .
前記海底は、表面が一定勾配の傾斜面に形成される砂層を有し、該砂層の表面上を前記錘体が沖及び岸方向に移動可能に構成されていることを特徴とする請求項2に記載の仕切り構造。 The said seabed has a sand layer formed in the inclined surface of a fixed slope, The said weight body is comprised so that a movement to the offshore and the shore direction is possible on the surface of this sand layer. The partition structure described in 1. 前記海底に、前記錘体の移動範囲を囲むように提体を設け、該提体によって囲まれる部分に前記砂層を設けたことを特徴とする請求項3に記載の仕切り構造。 The partition structure according to claim 3, wherein a basin is provided on the seabed so as to surround a moving range of the weight body, and the sand layer is provided in a portion surrounded by the levee . 前記仕切り材は、不透水性を有する膜材又は板材からなることを特徴とする請求項1〜4の何れか1項に記載の仕切り構造。 The partition structure according to any one of claims 1 to 4, wherein the partition member is made of a water-impermeable film material or plate material . 前記一対の止水構造体と前記仕切り材との間には、前記仕切り材を沖及び岸方向に移動可能に支持する案内手段が設けられていることを特徴とする請求項2〜5の何れか1項に記載の仕切り構造。 6. The guide means for supporting the partition material movably in the offshore and shore directions is provided between the pair of water-stop structures and the partition material. The partition structure according to claim 1. 前記一対の止水構造体と前記仕切り材との間には、それらの間をシールするシール手段が設けられていることを特徴とする請求項6に記載の仕切り構造。 The partition structure according to claim 6, wherein sealing means for sealing between the pair of water-stop structures and the partition member is provided .
JP2007292323A 2007-11-09 2007-11-09 Partition structure Expired - Fee Related JP4941239B2 (en)

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