JP4761495B2 - Suspension recovery device - Google Patents

Suspension recovery device Download PDF

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Publication number
JP4761495B2
JP4761495B2 JP2001290677A JP2001290677A JP4761495B2 JP 4761495 B2 JP4761495 B2 JP 4761495B2 JP 2001290677 A JP2001290677 A JP 2001290677A JP 2001290677 A JP2001290677 A JP 2001290677A JP 4761495 B2 JP4761495 B2 JP 4761495B2
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JP
Japan
Prior art keywords
suspension
suction
suction unit
suction pipe
sucked
Prior art date
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JP2001290677A
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Japanese (ja)
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JP2003095188A (en
Inventor
田 宏 吉
保 弘 明 久
崎 光 弘 柴
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Chemical Grouting Co Ltd
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Chemical Grouting Co Ltd
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Priority to JP2001290677A priority Critical patent/JP4761495B2/en
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Description

【0001】
【発明の属する技術分野】
本発明は、河川や湖沼等の水底近傍や、海底近傍に浮遊している懸濁液を回収するための懸濁液回収装置に関する。
【0002】
【従来の技術】
ダイオキシンその他の有害物質や汚染物質は河川や湖沼等の水底や海底に沈殿している汚泥のみならず、水底近傍や海底近傍に浮遊している懸濁液中(水底或いは海底の沈殿物層から上方の層であり、統計的には厚さが50cm程度の層を形成している場合が多い)に大量に包含されている場合が多い。
【0003】
上記ダイオキシンその他の有害物質や汚染物質を除去して、その悪影響を防止するためには、水底や海底に沈殿している汚泥を浚渫するだけではなく、水底近傍や海底近傍に浮遊している懸濁液を回収して処理する必要がある。
【0004】
この様な懸濁液を回収するために、図8で示す様に、吸込パイプ60の吸込口60aを懸濁液の層3のレベルに位置せしめ、当該吸込口60aから懸濁液3Lを吸込むことが提案されている。
【0005】
しかし、図8で示す様な手法で上記懸濁液を吸込むと、吸込パイプ60の吸込口60a近傍の懸濁液3Lを吸込むと、その周囲の水或いは海水を大量に吸込んでしまうこととなる。その結果、吸込パイプ60には、懸濁液3Lよりも水、海水の方が多く吸込まれてしまい、非効率であるとともに懸濁液中の例えばダイオキシンの様な有害物質の処理の効率が低下する。
【0006】
また、懸濁液が拡散し、その結果、有害物質も水中で拡散してしまう恐れがあり、本来の目的が達成できないと言う問題を含んでいた。
【0007】
【発明が解決しようとする課題】
本発明は、上述した従来技術に鑑みて提案されたものであり、河川や湖沼等の水底近傍や、海底近傍に浮遊している懸濁液を拡散させることなく有効に回収することが出来て、しかも、周囲の水や海水を殆ど吸込まない懸濁液回収装置の提供を目的としている。
【0008】
【課題を解決するための手段】
本発明によれば、吸込孔(72a)が形成され、且つ吸込パイプ(6)に連通している吸込ユニット(7)を水底(2)直近の懸濁液の層(3)に位置させて、その吸込ユニット(7)の吸込孔(72a)から懸濁液の層(3)に存在する懸濁液(32)を吸い込み、その吸込ユニット(7)の内部を介して吸込パイプ内を流過せしめる懸濁液回収装置において、前記吸込パイプ(6)は負圧源に連通しており、その吸込パイプ(6)と連通する吸込ユニット(7)は側面に複数の吸込孔(72a)が形成された枠体(72)と、その枠体(72)と前記吸込パイプ(6)とを連通する支持体(74)とから構成されている。
【0009】
ここで、本明細書では「懸濁液」は、沈殿しておらず、固体にはなっていない流動状の物質、浮遊土、コロイド状或いはゲル状の物質を広く包含する趣旨で、用いられている。
【0010】
上述した構成を具備する本発明によれば、吸込ユニット(7)を水底(湖沼の底部、河川の底部、海底等)(2)直近の懸濁液の層(3)に位置させてから懸濁液(3L)を吸い込むため、有害物質を包含していない水は吸い込まれずに、懸濁液(或いは浮遊土)(3L)のみを吸う。その際に、懸濁液が拡散されてしまうことはない。
吸い込まれた懸濁液(3L)は、吸込ユニット(7)の内部を介して吸込パイプ(6)内を流過し、例えば浚渫船(5)の貯蔵手段(5a)等に一旦貯蔵され、その後、有害物質処理施設に運搬される。
その結果、懸濁液(3L)に大量に包含される有害物質が、拡散されること無く、安全に処理される。
【0011】
また、水平方向に多数の孔(72a)で吸引し、即ち、広い面積で吸引することとなり懸濁液(3L)吸引の効率が向上する。
【0013】
本発明の実施に際して、前記吸込ユニット(70)は、垂直方向に複数段の枠体(72)及び支持体(74)を有する様に構成しても良い(図5)。
【0014】
上記の場合、枠体(円形の枠、四角形の枠)(72、73)及び支持体(内部の十字型に渡した棒)(74、75)の全てに懸濁液吸収用開口(吸込孔)(72a)が形成されており、当該開口(72a)から、懸濁液を吸収する様に構成されていることが好ましい。
【0015】
本発明の実施に際して、前記吸込ユニット(70)を隔壁(9)で包囲することが可能である(図5)。
この様に構成した汚染物質回収装置によれば、隔壁(箱或いは格子状ストレーナ)(9)で囲まれた懸濁液(浮遊土3L)を吸引した後、隔壁(9)で包囲された吸込ユニット(70)を移動して、他の領域の浮遊土を順次吸引していけばよい。
【0016】
或いは、枠体(76)を上下左右に拡張し、支持体(77)を増し、該支持体(77)を縦横に格子状に組んだ吸い込み装置(図6)としてもよい。
上記構成の場合、吸収用の孔は増加しており、多数の吸収用孔より懸濁液を吸収する(吸い込む)ため、一度に広い範囲にわたって懸濁液を回収出来、効率的である。
【0017】
また、以上で述べた装置を上下方向に複数段に構成しても良い(図7)。その様に構成することにより、回収工事はさらに効率的となる。
【0018】
【発明の実施の形態】
以下、添付図面を参照して、本発明の実施形態について説明する。
先ず、図1〜図4を参照して、本発明の第1実施形態を説明する。
【0019】
図1において、水域1の水底2の上部にはダイオキシンその他の有害物質や汚 染物質を多量に含む懸濁液(3L)の層3が存在する。
【0020】
前記懸濁液の層3の懸濁液(3L)を浚渫するために、水面4に停泊する浚渫船5から吸込みユニット7を昇降ケーブル8により前記懸濁液の層3まで沈降させる。
【0021】
前記吸込みユニット7には前記浚渫船5に搭載された図示しない負圧源(例え ば、真空ポンプ)に接続された吸込みパイプ6が連通している。
【0022】
そして、前記吸込みユニット7は、図2及び図3で示す様に側面に複数の吸い込み孔72aが形成され円環より成る枠体72と、例えば、断面が円形の直管を十文字に組んだ状態で枠体72を支え、枠対72と前記吸込みパイプ6とを連通する支持体74とから構成されている。
【0023】
尚、枠体は四角形とし、図4に示す様に、該四角形の枠体73及び支持体75を田の字状に組んでもよい。
【0024】
図1〜図4で説明した第1実施形態の汚染物質回収装置によれば、吸込ユニット7を水底2直近の懸濁液の層3に位置させてから懸濁液3Lを吸い込むため、有害物質を包含していない水は吸い込まれずに、懸濁液(或いは浮遊土)(3L)のみを吸うことが出来る。
【0025】
吸い込まれた懸濁液3Lは、図1を再び参照して、吸込ユニット7の内部を介 して吸込パイプ6内を流過し、浚渫船5の貯蔵手段5a等に一旦貯蔵され、その後、図示しない有害物質処理施設に運搬される。その結果、懸濁液3Lに大量に包含される有害物質が、拡散されること無く、安全に処理される。
【0026】
図5を参照して第2実施形態を説明する。
図5は吸込みユニット70の側面図を示しており、図1〜図4で示した第1実施形態の吸込みユニット7を垂直方向に複数段構成したもの(図示では2段)である。
【0027】
尚、図5中、符号9は上段の吸込みユニット70Uから下段の吸込みユニット70Lにかけて吸込みユニット全体70を囲みこむ様に設置した隔壁であり、懸濁液(浮遊土3L)を効率的に吸引せしめ、且周囲を吸引による攪乱から防ぐ目的のものである。
【0028】
図5で説明した第2実施形態の汚染物質回収装置によれば、比較的厚さ寸法が大きな懸濁液の層3の懸濁液を回収する場合に有利である。
【0029】
図6を参照して第3実施形態を説明する。
図6は図4で示した枠体73を左右上下に拡張し(枠体76とし)、支持体77の数を増して格子状に組み、水平方向に広く配置したものである。
【0030】
図6で示す第3実施形態の汚染物質回収装置によれば、水平方向に広く配置された多数の吸収用孔より懸濁液を吸い込むため、一度に広い範囲にわたって懸濁液を回収出来、効率的である。
【0031】
図7を参照して第4実施形態を説明する。
図7は図6を垂直方向に数段配置したものである。
【0032】
図7で示す第4実施形態の汚染物質回収装置によれば、水平方向及び垂直方向に汚染物質回収能力が共に高く、一度に大量の汚染物質を回収する能力を有している。
【0033】
図示の実施形態はあくまでも例示であり、本発明の技術的内容を限定する趣旨の記述ではない旨を付記する。
【0034】
【発明の効果】
以下に本発明の作用効果を列記する。
(1) 吸込ユニットを水底直近の懸濁液の層に位置させてから吸い込むため、懸濁液(或いは浮遊土)のみを吸うことが出来る。
(2) 吸い込まれた懸濁液は、吸込パイプ内を介して浚渫船の貯蔵手段等に一旦貯蔵され、その後、有害物質処理施設に運搬されるため、有害物質が、拡散されること無く、安全に処理される。
(3) 吸込みユニットを垂直方向に複数段構成すれば厚さ寸法が大きな懸濁液の層から懸濁液を効率的に回収することが出来る。
(4) 枠体を前後左右に拡張し、支持体の数を増したユニットを構成した場合は、一度に広い範囲にわたって懸濁液を回収出来る。
(5) 枠体を前後左右に拡張し、支持体の数を増したユニットを、さらに上下に複数段組むことによって、更に大量の汚染物質を処理することが出来る。
【図面の簡単な説明】
【図1】本発明の実施形態に置ける汚染物質回収工事及び装置を示す概要図。
【図2】本発明の第1実施形態における吸込みユニットの1例を示す平面図。
【図3】図2に対する側面図。
【図4】本発明の第1実施形態における吸込みユニットのその他の例を示す平面図。
【図5】本発明の第2実施形態における吸込みユニットを示す側面図。
【図6】本発明の第3実施形態における吸込みユニットを示す平面図。
【図7】本発明の第4実施形態における吸込みユニットを示す側面。
【図8】従来技術における汚染物回収工事の要部を示す説明図。
【符号の簡単な説明】
1・・・水域
2・・・水底
3・・・懸濁液の層
4・・・水面
6・・・吸込みパイプ
7・・・吸込みユニット
8・・・昇降ケーブル
9・・・隔壁
72、73・・・枠体
74、75・・・支持体
72a・・・吸込み孔
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a suspension recovery apparatus for recovering a suspension floating near a water bottom such as a river or a lake or near the sea bottom.
[0002]
[Prior art]
Dioxins and other harmful substances and pollutants are not only from sludge that has settled on the bottom of the river or lake, but also in the suspension near the bottom of the sea or the bottom of the sea (from the sediment layer on the bottom of the sea or the bottom of the sea). In many cases, it is included in a large amount in the upper layer, which statistically forms a layer having a thickness of about 50 cm in many cases.
[0003]
In order to remove the above-mentioned dioxins and other harmful substances and pollutants and prevent their adverse effects, not only dredging sludge that has settled on the bottom of the water or the bottom of the sea, but also floating suspensions near the bottom of the sea or near the bottom of the sea. It is necessary to collect and process the turbid liquid.
[0004]
In order to collect such a suspension, as shown in FIG. 8, the suction port 60a of the suction pipe 60 is positioned at the level of the suspension layer 3, and the suspension 3L is sucked from the suction port 60a. It has been proposed.
[0005]
However, if the suspension is sucked by the technique as shown in FIG. 8, if the suspension 3L in the vicinity of the suction port 60a of the suction pipe 60 is sucked, a large amount of the surrounding water or seawater is sucked. . As a result, more water and seawater are sucked into the suction pipe 60 than the suspension 3L, which is inefficient and reduces the efficiency of processing harmful substances such as dioxin in the suspension. To do.
[0006]
Further, the suspension is diffused, and as a result, harmful substances may be diffused in water, and the original purpose cannot be achieved.
[0007]
[Problems to be solved by the invention]
The present invention has been proposed in view of the above-described conventional technology, and can be effectively recovered without diffusing a suspension near a water bottom such as a river or a lake, or near the sea bottom. And it aims at providing the suspension collection | recovery apparatus which hardly absorbs surrounding water and seawater.
[0008]
[Means for Solving the Problems]
According to the present invention, the suction unit (7) in which the suction hole (72a) is formed and communicated with the suction pipe (6) is positioned in the layer (3) of the suspension closest to the water bottom (2). The suspension (32) existing in the suspension layer (3) is sucked from the suction hole (72a) of the suction unit (7), and flows through the suction pipe through the suction unit (7). In the suspension recovery apparatus, the suction pipe (6) communicates with a negative pressure source, and the suction unit (7) communicated with the suction pipe (6) has a plurality of suction holes (72a) on the side surface. The frame (72) is formed, and a support (74) that communicates the frame (72) and the suction pipe (6).
[0009]
As used herein, “suspension” is used to broadly encompass fluid substances that are not precipitated and not solid, suspended soil, colloidal or gel substances. ing.
[0010]
According to the present invention having the above-described configuration, the suction unit (7) is suspended after being placed on the bottom of the water (the bottom of a lake, the bottom of a river, the sea bottom, etc.) (2) the layer (3) of the nearest suspension. In order to inhale the turbid liquid (3 L), water that does not contain harmful substances is not inhaled, but only the suspension (or suspended soil) (3 L) is inhaled. At that time, the suspension is not diffused.
The sucked suspension (3L) flows through the suction pipe (6) through the inside of the suction unit (7), and is temporarily stored, for example, in the storage means (5a) of the dredger (5). , Transported to hazardous substance treatment facility.
As a result, harmful substances contained in large quantities in the suspension (3 L) are safely processed without being diffused.
[0011]
Further, suction is performed through a large number of holes (72a) in the horizontal direction, that is, suction is performed over a wide area, and the efficiency of suction of the suspension (3L) is improved.
[0013]
In carrying out the present invention, the suction unit (70) may be configured to have a plurality of frames (72) and supports (74) in the vertical direction (FIG. 5).
[0014]
In the above case, suspension absorption openings (suction holes) are formed in all of the frame (circular frame, quadrilateral frame) (72, 73) and the support (bars crossed inside the cross) (74, 75). ) (72a) is formed and is preferably configured to absorb the suspension from the opening (72a).
[0015]
In carrying out the present invention, the suction unit (70) can be surrounded by a partition wall (9) (FIG. 5).
According to the pollutant recovery device configured in this way, after sucking the suspension (floating soil 3L) surrounded by the partition wall (box or lattice strainer) (9), the suction surrounded by the partition wall (9) It is only necessary to move the unit (70) and sequentially suck the floating soil in other areas.
[0016]
Or it is good also as a suction device (FIG. 6) which extended the frame (76) up and down, right and left, increased the support body (77), and assembled this support body (77) in the shape of a grid | lattice.
In the case of the above configuration, the number of absorption holes is increased, and the suspension is absorbed (sucked) from a large number of absorption holes, so that the suspension can be recovered over a wide range at a time, which is efficient.
[0017]
Moreover, you may comprise the apparatus described above in multiple steps in the up-down direction (FIG. 7). With such a configuration, the recovery work becomes more efficient.
[0018]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the accompanying drawings.
First, a first embodiment of the present invention will be described with reference to FIGS.
[0019]
In FIG. 1, a suspension (3 L) layer 3 containing a large amount of dioxins and other harmful substances and pollutants exists at the upper part of the bottom 2 of the water area 1.
[0020]
In order to drown the suspension (3 L) of the suspension layer 3, the suction unit 7 is settled to the suspension layer 3 by the lifting cable 8 from the dredger 5 anchored on the water surface 4.
[0021]
A suction pipe 6 connected to a negative pressure source (for example, a vacuum pump) (not shown) mounted on the dredger 5 is communicated with the suction unit 7.
[0022]
2 and 3, the suction unit 7 is a state in which a plurality of suction holes 72a are formed on the side surface and a frame 72 made of a ring and a straight pipe having a circular cross section, for example, in a cross shape. The support body 74 supports the frame body 72 and communicates the frame pair 72 with the suction pipe 6.
[0023]
The frame body may be a quadrangle, and the quadrangular frame body 73 and the support body 75 may be assembled in a square shape as shown in FIG.
[0024]
According to the pollutant recovery device of the first embodiment described with reference to FIGS. 1 to 4, since the suction unit 7 is positioned on the suspension layer 3 closest to the bottom 2, the suspension 3 L is sucked in, so that harmful substances are present. Water that does not contain water is not sucked, but can only suck suspension (or suspended soil) (3 L).
[0025]
Referring to FIG. 1 again, the sucked suspension 3L flows through the suction pipe 6 through the suction unit 7 and is temporarily stored in the storage means 5a of the dredger 5, etc. Not transported to hazardous substances treatment facility. As a result, harmful substances contained in a large amount in the suspension 3L are safely processed without being diffused.
[0026]
A second embodiment will be described with reference to FIG.
FIG. 5 shows a side view of the suction unit 70, in which the suction unit 7 of the first embodiment shown in FIGS. 1 to 4 is configured in a plurality of stages in the vertical direction (two stages in the figure).
[0027]
In FIG. 5, reference numeral 9 denotes a partition wall that is disposed so as to surround the entire suction unit 70 from the upper suction unit 70 </ b> U to the lower suction unit 70 </ b> L, and efficiently sucks the suspension (floating soil 3 </ b> L). It is intended to prevent the surroundings from being disturbed by suction.
[0028]
The pollutant recovery apparatus according to the second embodiment described with reference to FIG. 5 is advantageous when recovering the suspension of the suspension layer 3 having a relatively large thickness.
[0029]
A third embodiment will be described with reference to FIG.
6 expands the frame body 73 shown in FIG. 4 horizontally and vertically (referred to as a frame body 76), increases the number of support bodies 77, assembles them in a lattice shape, and arranges them widely in the horizontal direction.
[0030]
According to the pollutant recovery device of the third embodiment shown in FIG. 6, since the suspension is sucked in from a large number of absorption holes widely arranged in the horizontal direction, the suspension can be recovered over a wide range at a time. Is.
[0031]
A fourth embodiment will be described with reference to FIG.
FIG. 7 shows the arrangement of FIG. 6 in several stages in the vertical direction.
[0032]
According to the contaminant recovery apparatus of the fourth embodiment shown in FIG. 7, the contaminant recovery capability is high both in the horizontal direction and in the vertical direction, and has the capability of recovering a large amount of contaminants at a time.
[0033]
It should be noted that the illustrated embodiment is merely an example, and is not a description to limit the technical contents of the present invention.
[0034]
【The invention's effect】
The effects of the present invention are listed below.
(1) Since the suction unit is positioned after being placed in the suspension layer closest to the bottom of the water, only the suspension (or floating soil) can be sucked.
(2) Since the sucked suspension is temporarily stored in the storage means of the dredger through the suction pipe and then transported to the hazardous substance treatment facility, the harmful substance is not diffused and is safe. To be processed.
(3) If a plurality of suction units are configured in the vertical direction, the suspension can be efficiently recovered from the suspension layer having a large thickness.
(4) In the case where a unit is formed in which the frame body is expanded in the front-rear and left-right directions to increase the number of supports, the suspension can be collected over a wide range at a time.
(5) A larger amount of contaminants can be treated by expanding the frame body in the front / rear / left / right direction and further assembling a plurality of units with an increased number of supports vertically.
[Brief description of the drawings]
FIG. 1 is a schematic diagram showing a pollutant recovery work and apparatus in an embodiment of the present invention.
FIG. 2 is a plan view showing an example of a suction unit according to the first embodiment of the present invention.
FIG. 3 is a side view of FIG. 2;
FIG. 4 is a plan view showing another example of the suction unit according to the first embodiment of the present invention.
FIG. 5 is a side view showing a suction unit according to a second embodiment of the present invention.
FIG. 6 is a plan view showing a suction unit according to a third embodiment of the present invention.
FIG. 7 is a side view showing a suction unit according to a fourth embodiment of the present invention.
FIG. 8 is an explanatory diagram showing a main part of a contaminant collection work in the prior art.
[Brief description of symbols]
DESCRIPTION OF SYMBOLS 1 ... Water area 2 ... Water bottom 3 ... Suspension layer 4 ... Water surface 6 ... Suction pipe 7 ... Suction unit 8 ... Lifting cable 9 ... Septum 72, 73 ... Frames 74, 75 ... Support 72a ... Suction hole

Claims (1)

吸込孔(72a)が形成され、且つ吸込パイプ(6)に連通している吸込ユニット(7)を水底(2)直近の懸濁液の層(3)に位置させて、その吸込ユニット(7)の吸込孔(72a)から懸濁液の層(3)に存在する懸濁液(32)を吸い込み、その吸込ユニット(7)の内部を介して吸込パイプ内を流過せしめる懸濁液回収装置において、前記吸込パイプ(6)は負圧源に連通しており、その吸込パイプ(6)と連通する吸込ユニット(7)は側面に複数の吸込孔(72a)が形成された枠体(72)と、その枠体(72)と前記吸込パイプ(6)とを連通する支持体(74)とから構成されていることを特徴とする懸濁液回収装置。  The suction unit (7) in which the suction hole (72a) is formed and communicated with the suction pipe (6) is positioned in the suspension layer (3) immediately adjacent to the water bottom (2), and the suction unit (7 Suspension recovery in which the suspension (32) existing in the suspension layer (3) is sucked from the suction hole (72a) of the suction pipe, and is passed through the suction pipe through the inside of the suction unit (7). In the apparatus, the suction pipe (6) communicates with a negative pressure source, and the suction unit (7) communicated with the suction pipe (6) has a frame body in which a plurality of suction holes (72a) are formed on a side surface ( 72) and a support body (74) communicating the frame body (72) and the suction pipe (6).
JP2001290677A 2001-09-25 2001-09-25 Suspension recovery device Expired - Fee Related JP4761495B2 (en)

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JP4761495B2 true JP4761495B2 (en) 2011-08-31

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Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2811158B2 (en) * 1994-12-19 1998-10-15 株式会社アンレット Vacuum sludge recovery method and apparatus using barge
NL194554C (en) * 1994-12-20 2002-07-02 Ihc Holland Nv Suction device that can be connected to a dredging vessel by means of a suction tube.

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