JP2015212486A - Dredging/soil throwing-away method - Google Patents

Dredging/soil throwing-away method Download PDF

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JP2015212486A
JP2015212486A JP2014095515A JP2014095515A JP2015212486A JP 2015212486 A JP2015212486 A JP 2015212486A JP 2014095515 A JP2014095515 A JP 2014095515A JP 2014095515 A JP2014095515 A JP 2014095515A JP 2015212486 A JP2015212486 A JP 2015212486A
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water
dredging
permeable
soil
functional
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JP6516120B2 (en
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波多野 倫
Hitoshi Hatano
倫 波多野
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Nihon Solid Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a dredging/soil throwing-away method without diffusing a pollutant in a small range from the inside of a work area.SOLUTION: In a dredging/soil throwing-away method, an upper end part of a water permeable suspension membrane-like body of providing a functional object on a surface, is fixed to a quadrangular grab frame on the periphery for executing dredging or soil throwing-away work, and next, a float is provided in the grab frame, and surrounds the periphery of the dredging or soil throwing-away work, and next, a grab bucket 3 is dropped from a high place to a place surrounded by a functional water permeable suspension membrane-like body, and is sunk in soil of the water bottom in its force, and the grab bucket 3 is pulled up from a water surface, and sediment is loaded on a barge.

Description

本発明は、海洋、港湾、ダム、河川、湖沼等における浚渫・土捨て工法に関する。 The present invention relates to a dredging / soil disposal method in the ocean, harbor, dam, river, lake and the like.

従来、海底や河床等の土砂の採掘はグラブ船を用いて行われていた。グラブ船は、パワーショベルの上部旋回体と同じように360°旋回可能なウインチ機構を有し、ブーム先端よりグラブバケットをつるし、このグラブバケットにより土砂の掘削を行っていた。実際の土砂の掘削作業は、グラブバケットを高所から落下させ、その勢いによって水底の土砂に潜り込ませ、土砂を掴んで引き上げ土運船に積み込んでいた。しかし、この浚渫工法では、浚渫作業区域の水が汚濁され拡散する欠点があった。
近年は環境に対する認識が高まり、浚渫・土捨て時に汚濁水を周辺部に拡散させることは許されなくなった。
Conventionally, mining of earth and sand such as the seabed and riverbed has been performed using a grab ship. The grab boat has a winch mechanism that can turn 360 ° like the upper revolving body of a power shovel, hangs a grab bucket from the tip of the boom, and excavates earth and sand with this grab bucket. In the actual excavation work, the grab bucket was dropped from a high place, and by the momentum, it was submerged in the sediment at the bottom of the water, grabbed the sand and pulled it up and loaded it onto the ship. However, this dredging method has the disadvantage that the water in the dredging work area is polluted and diffused.
In recent years, environmental awareness has increased, and it is no longer allowed to diffuse polluted water to the surrounding area when dredging and dumping.

そこで近年は、浚渫・土捨て作業区域をカーテンで囲繞し、汚濁水が周囲に拡散しないようにして行われるようになった。使用するカーテンは汚濁水の拡散を防止するとの目的から、もっぱらキャンバス地が用いられていた。キャンバス地によるカーテンで囲繞して浚渫工事を行うと、格段に汚濁水の拡散は防止できるが完全なものではなかった。すなわち、カーテンで囲繞されたところに高所からグラブバケットを落下させると、その落下によって囲繞されたカーテン内に高い水圧が生じ、この水圧によって汚濁水がカーテンの下端部から外部に拡散する欠点があった。 Therefore, in recent years, the dredging / soil disposal work area has been surrounded by curtains so that polluted water does not diffuse around. For the purpose of preventing the spread of polluted water, the curtain used was exclusively canvas. When dredging work was done by using curtains made of canvas, the diffusion of polluted water could be prevented, but it was not perfect. That is, if the grab bucket is dropped from a high place in the place surrounded by the curtain, a high water pressure is generated in the curtain surrounded by the drop, and this water pressure causes the disadvantage that polluted water diffuses from the lower end of the curtain to the outside. there were.

そこで本発明者は、浚渫時におけるグラブバケットの落下或いは土捨ての際に発生する水圧によって囲繞されたカーテン内の汚濁水を外部に拡散させない工法について種々研究を重ねた結果本発明を完成するに至った。   Therefore, the present inventor has completed various studies on the construction method for preventing the polluted water in the curtain surrounded by the water pressure generated when the grab bucket is dropped or thrown away during dredging, and to complete the present invention. It came.

すなわち、本発明は、機能性物体が表面に設けられた水透過性垂下膜状体によって浚渫或いは土捨て作業周辺を、囲繞して施行することを特徴とする浚渫・土捨て工法である。   That is, the present invention is a dredging / soil disposal method characterized in that it is carried out by enclosing the periphery of a dredging or earth dumping work with a water-permeable hanging membrane-like body provided with a functional object on the surface.

本発明方法によれば、浚渫時或いは土捨て時における汚濁水の拡散を効果的に防止することができる。   According to the method of the present invention, it is possible to effectively prevent the diffusion of contaminated water during dredging or earth disposal.

従来の浚渫方法の状態を示す断面図Sectional drawing which shows the state of the conventional dredging method 水透過性垂下膜状体を示す正面図Front view showing water-permeable drooping membrane 他の水透過性垂下膜状体を示す正面図Front view showing another water-permeable drooping membrane 機能性物体が設けられた機能性水透過性垂下膜状体の正面図Front view of a functional water-permeable drooping membrane with functional objects 本発明の浚渫方法の状態を示す断面図Sectional drawing which shows the state of the dredging method of this invention 網状体を透過する水の流れを示す断面図Sectional view showing the flow of water that permeates through the mesh

図1は従来の浚渫作業方法を示した断面図である。キャンバス地(水不透過性)からなるカーテン1の上部にフロート2を設け、浚渫作業周辺を囲繞する。
このように、キャンバス地からなるカーテン1で囲繞された浚渫作業区域に、高所からグラブバケット3を落下させると、その際生ずるカーテン1内側の水圧は、周囲が水不透過性のキャンバス地で囲繞されているために水が通過できず、そのためカーテン1の下端部4の開放部から勢い良く、カーテン1の囲繞内の汚濁水が外部に拡散し周辺の水域を汚濁水で汚染する。
また、グラブバケット3の落下および引き上げの一連の動作によるカーテン1内の部分膨張や収縮は、カーテン1内の水域を乱して、カーテン1の下端部4の開放部から水底までの水域で噴出し、汚濁を拡散する結果になっていた。
FIG. 1 is a cross-sectional view showing a conventional dredging method. A float 2 is provided on the upper part of a curtain 1 made of canvas (water impervious) to surround the periphery of the dredging work.
In this way, when the grab bucket 3 is dropped from a high place into the dredging work area surrounded by the curtain 1 made of canvas, the water pressure inside the curtain 1 generated at that time is the canvas that is impermeable to water around it. Since it is surrounded by water, water cannot pass therethrough, and therefore, vigorously from the open portion of the lower end 4 of the curtain 1, the polluted water in the go of the curtain 1 diffuses outside and pollutes the surrounding water area with the polluted water.
Further, the partial expansion and contraction in the curtain 1 due to a series of operations of dropping and pulling up the grab bucket 3 disturbs the water area in the curtain 1 and erupts in the water area from the open portion of the lower end 4 of the curtain 1 to the bottom of the water. As a result, the pollution was diffused.

本発明は、従来のキャンバス地に代えて、機能性物体が表面に設けられた水透過性垂下膜状体5を用いるものである
本発明方法に使用する水透過性垂下膜状体5は、図2に示すようなネット状6、または図3に示すような縄のれん状7のものが使用できる。そしてこの水透過性垂下膜状体5の表面に設けられる機能性物体8としては、例えばロープの芯の周りに複数のループ繊維を対角線にモール状加工した組紐、ロープの芯の周りに複数の小さなループ繊維を螺旋にモール状加工した組紐、ロープの芯の周りが繊維によってブラシ状に加工された組紐等が用いられる。
The present invention uses a water-permeable drooping membrane 5 provided with a functional object on the surface in place of a conventional canvas. The water-permeable drooping membrane 5 used in the method of the present invention comprises: A net-like shape 6 as shown in FIG. 2 or a rope-like shape 7 as shown in FIG. 3 can be used. The functional object 8 provided on the surface of the water-permeable hanging membrane 5 includes, for example, a braid obtained by forming a plurality of loop fibers diagonally around the rope core, and a plurality of ropes around the rope core. A braid obtained by molding a small loop fiber into a spiral shape, a braid obtained by processing the rope core into a brush shape with a fiber, and the like are used.

これらの機能性物体8は、図4に示すようにネット状6或いは縄のれん状7の水透過性垂下膜状体5に一体に設けられている。また他の態様として機能性物体8を用いてネット6または縄のれん状7の水透過性垂下膜状体5を調整することもできる。このような機能性物体8が表面に設けられた水透過性垂下膜状体5としては、例えばパトレシアP−NR型(日本ソリッド株式会社製商品名)等が揚げられる   As shown in FIG. 4, these functional objects 8 are integrally provided on a net-like 6 or rope-like water-permeable drooping membrane 5. Moreover, the water-permeable drooping membrane-like body 5 of the net | network 6 or the rope-like shape 7 can also be adjusted using the functional object 8 as another aspect. As the water-permeable drooping membrane 5 having such a functional object 8 provided on the surface, for example, Patrecia P-NR type (trade name, manufactured by Nippon Solid Co., Ltd.) is used.

次に本発明方法について説明する。
図5に示すように、浚渫あるいは土捨て作業を行う周辺に、機能性物体8が表面に設けられた水透過性垂下膜状体(以下機能性水透過性垂下膜状体という。)6の上端部を四角形のグラブ枠に固定する。次にグラブ枠にフロートを設けて浚渫或いは土捨て作業周辺を囲繞する。
また前記機能性水透過性垂下膜状体5の下端部には重錘9を設けることが好ましい。重錘9は、鋼管を用いたグラブ枠の形状と同じ鋼管の四角形にすることもでき、機能性水透過性垂下膜状体5の中間に設けることができる(図示せず)。機能性水透過性垂下膜状体5をたくしあげる場合、中間に設ける鋼管の重錘は鋼管のグラブ枠の外周寸法より大きく、下端部に設ける鋼管の重錘は中間に設ける鋼管の重錘の外周寸法より大きくすることが望ましい。
Next, the method of the present invention will be described.
As shown in FIG. 5, a water-permeable drooping membrane body (hereinafter referred to as a functional water-permeable drooping membrane body) 6 having a functional object 8 provided on the surface in the vicinity of the dredging or earth disposal work. The upper end is fixed to a square grab frame. Next, a float is provided in the grab frame to surround the periphery of the dredging or dumping work.
Moreover, it is preferable to provide a weight 9 at the lower end of the functional water-permeable drooping membrane 5. The weight 9 can be a square of the same steel pipe as the shape of the grab frame using the steel pipe, and can be provided in the middle of the functional water-permeable drooping membrane 5 (not shown). When the functional water-permeable drooping membrane 5 is lifted up, the weight of the steel pipe provided in the middle is larger than the outer peripheral dimension of the grab frame of the steel pipe, and the weight of the steel pipe provided in the lower end is the weight of the steel pipe weight provided in the middle. It is desirable to make it larger than the outer dimension.

次に機能性水透過性垂下膜状体5で囲繞されたところに、高所からグラブバケット3を落下させ、その勢いで水底の土中に沈めて土砂を掴んでグラブバケット3を水面から引き上げ土運船に土砂を積み込む。
前記したように高所からグラブバケット3を落下させると機能性水透過性垂下膜状体5で囲繞された内側には高い水圧が発生する。しかし本発明方法によれば、機能性水透過性垂下膜状体5が水透過性であるために間隙から水が流出するので、水圧によるカーテン1内の部分膨張や収縮を軽減し、その際、水中の汚濁物質が機能性物体8と接触して、付着・捕捉される。機能性物体8に付着・捕捉された汚濁物質は次第に成長し肥大化し、やがて機能性物体8から剥離し水底に沈降する。
図6に示すように、網状体6で囲繞された内側には高い水圧を受けると、この水の流れは、網状体6の区画によって細流化されるので、秩序された流体として水の勢いが減勢され、網紐10から抜け出そうとする流れ11は、網紐10の背後に内巻きの渦流12となり、内巻に引き込もうとする流れが水中の土粒子を巻き込み、相互に干渉しながら汚濁魂(クラウド魂)を形成し、沈降魂となる。汚濁域を小範囲に沈降する流れが形成され、沈降魂を水底に沈降させるのに効果的である。
一方機能性水透過性垂下膜状体6で囲繞された内側においては、水面近傍で大小の汚濁粒子による干渉沈降が生じ、次いでクラウド魂となって更に干渉沈降が進み汚濁物質は水底に沈降するようになる。
Next, the grab bucket 3 is dropped from a high place at the place surrounded by the functional water-permeable drooping membrane 5, and is submerged in the soil at the bottom of the water to grab the sand and lift the grab bucket 3 from the water surface. Load earth and sand on the ship.
As described above, when the grab bucket 3 is dropped from a high place, a high water pressure is generated on the inner side surrounded by the functional water-permeable hanging membrane-like body 5. However, according to the method of the present invention, since the functional water-permeable drooping membrane 5 is water-permeable, water flows out from the gap, so that partial expansion and contraction in the curtain 1 due to water pressure is reduced. The pollutant in the water comes into contact with the functional object 8 and is attached and captured. The pollutant adhered to and trapped on the functional object 8 gradually grows and enlarges, and eventually peels off from the functional object 8 and settles on the bottom of the water.
As shown in FIG. 6, when a high water pressure is applied to the inner side surrounded by the mesh body 6, this water flow is trickled by the section of the mesh body 6, so that the momentum of the water is increased as an ordered fluid. The flow 11 which is deenergized and tries to escape from the net string 10 becomes an inner vortex 12 behind the net string 10, and the flow to be drawn into the inner wrap entrains soil particles in the water and becomes contaminated while interfering with each other. It forms a soul (cloud soul) and becomes a sinking soul. A flow that sinks to a small extent in the polluted area is formed, which is effective for sinking the sinking soul to the bottom of the water.
On the other hand, on the inner side surrounded by the functional water-permeable drooping membrane 6, interference sedimentation occurs by large and small contaminant particles near the water surface, and then the interference sedimentation further progresses as a cloud soul and the contaminants settle to the bottom of the water. It becomes like this.

また本発明方法による土捨て工法においても、排泥時の初期で汚濁物質を拡散させずに、全体沈降の細流化の流れの中で干渉沈降が行われ、次いで汚濁微粒子の付着・沈降が行われ、さらに沈降後の沈澱スラリーが埋立地の水深下(3m以下)で流動し、平衡状態となるので汚濁物質の囲繞外への拡散を防止することができる。
更に排泥の粒子が粘土・コロイド等の微細粒子の際は、水透過性垂下膜状体5に固形凝集剤を吊り下げて、溶け出した固形凝集剤が、水透過性垂下膜状体5に付着して、水透過性垂下膜状体5を透過する汚濁微粒子を凝集させるマイクロフロック法によって汚濁物質の囲繞外への拡散を防止することができる。
Also, in the soil disposal method according to the present invention, interference sedimentation is performed in the flow of trickling of the entire sedimentation without diffusing the pollutant at the initial stage of the mud discharge, and then the adherence / sedimentation of the particulate contaminants is performed. Furthermore, since the sedimentation slurry after sedimentation flows under the depth of the landfill (3 m or less) and reaches an equilibrium state, it is possible to prevent diffusion of pollutants out of the surrounding area.
Further, when the particles of the mud are fine particles such as clay and colloid, the solid aggregating agent is suspended from the water-permeable hanging membrane 5 and the dissolved solid aggregating agent is the water-permeable hanging membrane 5. It is possible to prevent the pollutant from diffusing out of the surroundings by the micro floc method in which the polluted fine particles that adhere to the water-permeable penetrating membrane 5 are aggregated.

6・・・・・水透過性垂下膜状体
9・・・・・機能性物体
6 ... Water-permeable drooping membrane 9 ... Functional object

Claims (1)

機能性物体が表面に設けられた水透過性垂下膜状体によって浚渫或いは土捨て作業周辺を囲繞して施工することを特徴とする、浚渫・土捨て工法。 A dredging / soil disposal method characterized in that it is constructed by surrounding a fence or soil disposal work with a water-permeable drooping membrane on which a functional object is provided.
JP2014095515A 2014-05-02 2014-05-02 Agate and soil disposal method Active JP6516120B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114482174A (en) * 2022-01-29 2022-05-13 中交水利水电建设有限公司 Underwater accurate throwing and filling construction method for dredging engineering
JP2022090705A (en) * 2020-12-08 2022-06-20 北海道電力株式会社 Biological inflow control device, biological inflow control system, and biological inflow control method

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JPS61221405A (en) * 1985-03-23 1986-10-01 Taiyo Kogyo Kk Silt protector
JPS62247887A (en) * 1986-04-22 1987-10-28 Nippon Solid Co Ltd Method for cleaning up polluted water area
JPH01182408A (en) * 1988-01-16 1989-07-20 Takashina Kiyuumei Kigu Kk Fence for preventing contaminated water from dispersing
JPH0399035U (en) * 1990-01-31 1991-10-16
JPH0995927A (en) * 1995-09-29 1997-04-08 Japan Vilene Co Ltd Water pollution preventing film
JPH10114934A (en) * 1996-10-14 1998-05-06 Mitsubishi Chem Corp Preventive curtain against diffusion of polluted water and preventive device against diffusion of polluted water by use thereof
KR100746852B1 (en) * 2006-03-10 2007-08-10 주식회사 건일엔지니어링 Self lock off silt protector
JP2013023810A (en) * 2011-07-14 2013-02-04 Nippon Solid Co Ltd Method for preventing diffusion of pollution near water bottom in dredging

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Publication number Priority date Publication date Assignee Title
JPS61221405A (en) * 1985-03-23 1986-10-01 Taiyo Kogyo Kk Silt protector
JPS62247887A (en) * 1986-04-22 1987-10-28 Nippon Solid Co Ltd Method for cleaning up polluted water area
JPH01182408A (en) * 1988-01-16 1989-07-20 Takashina Kiyuumei Kigu Kk Fence for preventing contaminated water from dispersing
JPH0399035U (en) * 1990-01-31 1991-10-16
JPH0995927A (en) * 1995-09-29 1997-04-08 Japan Vilene Co Ltd Water pollution preventing film
JPH10114934A (en) * 1996-10-14 1998-05-06 Mitsubishi Chem Corp Preventive curtain against diffusion of polluted water and preventive device against diffusion of polluted water by use thereof
KR100746852B1 (en) * 2006-03-10 2007-08-10 주식회사 건일엔지니어링 Self lock off silt protector
JP2013023810A (en) * 2011-07-14 2013-02-04 Nippon Solid Co Ltd Method for preventing diffusion of pollution near water bottom in dredging

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2022090705A (en) * 2020-12-08 2022-06-20 北海道電力株式会社 Biological inflow control device, biological inflow control system, and biological inflow control method
JP7092857B2 (en) 2020-12-08 2022-06-28 北海道電力株式会社 Biological inflow control device, biological inflow control system and biological inflow control method
CN114482174A (en) * 2022-01-29 2022-05-13 中交水利水电建设有限公司 Underwater accurate throwing and filling construction method for dredging engineering

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