Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP6548079B2 - Water purification system - Google Patents
[go: Go Back, main page]

JP6548079B2 - Water purification system - Google Patents

Water purification system Download PDF

Info

Publication number
JP6548079B2
JP6548079B2 JP2015204135A JP2015204135A JP6548079B2 JP 6548079 B2 JP6548079 B2 JP 6548079B2 JP 2015204135 A JP2015204135 A JP 2015204135A JP 2015204135 A JP2015204135 A JP 2015204135A JP 6548079 B2 JP6548079 B2 JP 6548079B2
Authority
JP
Japan
Prior art keywords
water
sheet
purification system
surrounding body
water purification
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP2015204135A
Other languages
Japanese (ja)
Other versions
JP2017075503A (en
Inventor
篤 徳永
篤 徳永
一成 蔵元
一成 蔵元
克弘 上高
克弘 上高
克也 浜地
克也 浜地
亘 中根
亘 中根
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Obayashi Corp
Original Assignee
Obayashi Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Obayashi Corp filed Critical Obayashi Corp
Priority to JP2015204135A priority Critical patent/JP6548079B2/en
Publication of JP2017075503A publication Critical patent/JP2017075503A/en
Application granted granted Critical
Publication of JP6548079B2 publication Critical patent/JP6548079B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Cleaning Or Clearing Of The Surface Of Open Water (AREA)
  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Description

本発明は、主として潜水作業の際に用いられる水質浄化システムに関する。   The present invention relates to a water purification system mainly used during diving work.

土木構造物を構築するにあたっては、その基礎工事が水中作業となることがあり、海上空港あるいは港湾施設では、設置場所の関係上、潜水士による各種作業が不可欠となる。   In order to construct a civil engineering structure, the foundation work may be underwater work, and various operations by a diver are indispensable at the offshore airport or port facility due to the installation location.

このような基礎工事では、砕石の均しが典型的な作業内容となるが、潜水士による水中作業は、運搬、溶接、切断、掘削、ボルト接合など多岐に渡っており、その目的も、土木構造物の保守点検、管体の連結、水底地盤等の測量、資源調査、沈没船の回収など広い範囲に及んでいるとともに、作業場所も、海、河川、湖沼、貯水池などさまざまである。   In such foundation work, leveling of crushed stone is the typical work content, but underwater work by diver is variously carried out such as transportation, welding, cutting, digging, bolting, and the purpose is also civil engineering It covers a wide range such as maintenance and inspection of structures, connection of pipes, surveying of the bottom of the water, resource survey, recovery of sunken ships, and there are various working places such as the sea, rivers, lakes and reservoirs.

潜水士による水中作業を行う際には、作業性と安全性の観点から、水中で十分な距離を見通すことができる必要があり、照度不足を補う対策で解決できない場合には、作業領域における水の透視度を一定以上に保たねばならない。   When performing underwater work by a diver, it is necessary to be able to see a sufficient distance in water from the viewpoint of workability and safety, and if it can not be solved by a measure to compensate for the lack of illuminance, water in the work area The transparency of the subject must be kept above a certain level.

そのため、従来においては、凝集剤の添加攪拌によって水中の浮遊物質をフロックの形にして沈降させることにより十分な透視度を確保し(特許文献1)、あるいはさらに、空気注入で生じる水流で凝集剤を分散させることにより凝集沈降作用を高めてさらなる透視度の向上を図ってきた(特許文献2)。   Therefore, in the prior art, sufficient fluoroscopicity is secured by settling suspended solids in water in the form of flocs by addition and agitation of a flocculant (Patent Document 1), or, further, the flocculant by the water flow generated by air injection. The cohesion has been enhanced to enhance the flocculation and sedimentation, thereby further improving the transparency (Patent Document 2).

特開平5−321234号公報Unexamined-Japanese-Patent No. 5-321234 特開2014−117626号公報JP, 2014-117626, A

ここで、水中作業領域に拡がる水の透視度を上げるにあたっては、カーテンやシートを、水中作業領域が取り囲まれるように水中に垂設することで、汚濁物質の流入あるいは凝集剤の流出を防止する必要があり、特許文献1記載の対策においては、カーテン3の上部周面に複数のフロート4を取り付けるとともに、該カーテンの下端部に重りを取り付けた構成が採用され(段落[0008]〜[0009])、特許文献2記載の対策においては、シート材10の上部にフロート11を取り付けるとともに、該シート材の下部に錘12を取り付けた構成が採用されている(段落[0016])。   Here, in order to increase the visibility of water spreading to the underwater working area, curtains or sheets are suspended in the water so as to surround the underwater working area, thereby preventing the inflow of pollutants or the outflow of the coagulant. In the countermeasure described in Patent Document 1, a configuration is adopted in which a plurality of floats 4 are attached to the upper circumferential surface of the curtain 3 and a weight is attached to the lower end of the curtain (paragraphs [0008] to [0009] In the countermeasure described in Patent Document 2, a configuration is adopted in which the float 11 is attached to the upper part of the sheet material 10 and the weight 12 is attached to the lower part of the sheet material (paragraph [0016]).

しかしながら、水中作業領域が湖底管21,22の接合箇所に限定される特許文献1記載の発明であればともかく、水中作業が必要となる範囲の大きさは、一般的にはさまざまであり、特許文献2記載の発明のように、シート材10の上部にフロート11を、下部に錘12をそれぞれ取り付けた構成では、水中作業の対象範囲の大きさに応じて、幅やフロート数などが異なるさまざまな仕様のシートを予め準備するか、さもなくば水中作業ごとにシートを特注しなければならず、いずれにしろ、浄化コストの増加を招くおそれがあるという問題を生じていた。   However, regardless of the invention described in Patent Document 1 in which the underwater working area is limited to the joint between the bottom pipes 21 and 22, the size of the range in which the underwater work is required varies generally, and the patent In the configuration in which the float 11 is attached to the upper portion of the sheet material 10 and the weight 12 is attached to the lower portion as in the invention described in Document 2, various widths and float numbers differ according to the size of the target range of underwater work. It is necessary to prepare sheets of the specifications in advance, or to customize the sheets for each operation in the water, which causes a problem that the purification cost may increase.

また、水中作業を行う対象範囲が広い場合、該対象範囲全体を水中作業領域として一括浄化する方法だと浄化効率が悪く、透視度確保に時間を要するため、水中作業の効率も低下する。   Further, when the target range in which the underwater work is performed is wide, if the method of collectively cleaning the entire target range as the underwater work area is used, the purification efficiency is poor, and time is required to secure the transparency, so the efficiency of the underwater work also decreases.

したがって、上述したケースでは、水中作業領域を対象範囲の一部に限定し、水中作業が終わるごとに水中作業領域を順次移動するという工程を対象範囲内で繰り返すことが望ましいが、特許文献2記載の発明では、繰り返しのたびに錘12を引き揚げてそれらの着底位置を一つ一つ移動させねばならず煩雑であるとともに、フロート11の浮遊によってシート材10の水面位置が定まらないため、対象範囲内で水中作業領域を正確に移動させていくことがそもそも難しく、水中作業における品質低下を招きかねないという問題も生じていた。   Therefore, in the case described above, it is desirable to repeat the process of limiting the underwater working area to a part of the target range and sequentially moving the underwater working area every time the underwater work is completed within the target range. In the present invention, the weight 12 has to be pulled up each time to repeatedly move the landing position one by one, which is troublesome, and the floating surface position of the sheet material 10 can not be determined due to the floating of the float 11, It was originally difficult to move the underwater working area accurately within the range, and there was also a problem that the quality in the underwater work could be reduced.

本発明は、上述した事情を考慮してなされたもので、水中作業を行う対象範囲が任意の大きさであっても、これに適応可能でかつ該対象範囲が大きい場合であっても浄化及び水中作業を効率よくかつ正確に進めることが可能な水質浄化システムを提供することを目的とする。   The present invention has been made in consideration of the above-mentioned circumstances, and even if the target range in which the underwater work is performed is an arbitrary size, purification is possible even if it is applicable and the target range is large. An object of the present invention is to provide a water purification system capable of advancing underwater work efficiently and accurately.

上記目的を達成するため、本発明に係る水質浄化システムは請求項1に記載したように、水中作業を行う対象範囲の少なくとも一部を取り囲むように配置される囲繞体と該囲繞体で囲まれた水中作業領域を浄化可能な浄化手段とを備えた水質浄化システムにおいて、
水面近傍に配置される台船と、該台船の周縁を越えて延びるように該台船に設置され前記囲繞体の上縁に設けられた複数の吊持部を介して該囲繞体を吊持できるように構成された吊持架構と、前記複数の吊持部のうち、前記囲繞体が包囲姿勢で吊持された状態で互いに対向する側に位置する吊持部であって、少なくともいずれかの側の吊持部を可動吊持部として前記吊持架構に沿って水平移動させる駆動機構とを備えたものである。
In order to achieve the above object, the water purification system according to the present invention is, as described in claim 1, surrounded by a surrounding body disposed so as to surround at least a part of a target range for underwater work and the surrounding body In a water purification system comprising a purification means capable of purifying an underwater working area,
The surrounding body is suspended via a plurality of supports disposed in the vicinity of the water surface and a plurality of suspension portions provided on the upper vessel and extending on the upper edge of the surrounding body so as to extend beyond the peripheral edge of the vessel. A hanging frame configured to be held, and a hanging portion positioned on the opposite side of the plurality of the hanging portions in a state in which the surrounding body is suspended in the surrounding posture, at least either of them And a drive mechanism configured to horizontally move the hanging portion on the heel side as the movable holding portion along the hanging and supporting frame structure.

また、本発明に係る水質浄化システムは、既設構造物の水域側側方に前記台船を配置するとともに前記囲繞体の各側方縁部を該各側方縁部が前記既設構造物の側面に当接されるように該側面にそれぞれ取り付けたものである。   Further, in the water purification system according to the present invention, the base ship is disposed on the side of the water area of the existing structure, and the side edges of the surrounding body are side surfaces of the existing structure. Are attached to the side surfaces so as to be in contact with the

また、本発明に係る水質浄化システムは、前記囲繞体を、水平断面がコの字状となるように水面近傍から水底に向けて垂設される周壁状シートと、該周壁状シートのうち、互いに対向する一対の壁状シート部の下方対向面にそれぞれ接合された形で前記水底又はその上方に配置される底版状シートとで構成し、前記浄化手段を、凝集剤供給装置と前記水中作業領域を攪拌する攪拌装置と前記水中作業領域に設置される揚泥装置とを用いて構成するとともに、該揚泥装置の吸引口を前記底版状シートの近傍に位置決めしたものである。   Further, in the water purification system according to the present invention, the surrounding body is provided with a circumferential wall sheet hanging from the vicinity of the water surface toward the bottom of the water so that the horizontal cross section is U-shaped; A bottom plate-like sheet disposed on the bottom or above the water bottom so as to be respectively joined to the lower facing surfaces of a pair of wall-like sheet portions facing each other, the cleaning means comprises a flocculant supply device and the underwater work It comprises using the stirring apparatus which stirs an area | region, and the pumping apparatus installed in the said underwater working area, and positions the suction port of this pumping apparatus in the vicinity of the said bottom plate-like sheet | seat.

また、本発明に係る水質浄化システムは、前記台船を互いに離間配置される一対の台船で構成し、前記吊持架構を前記一対の台船に架け渡された走行レールで構成し、該走行レールに走行自在に懸架されたクレーンで前記駆動機構を構成するとともに該クレーンに前記可動吊持部を掛止したものである。   Further, in the water purification system according to the present invention, the support ships are constituted by a pair of support ships spaced from each other, and the suspension and support frame is constituted by travel rails bridged by the pair of support ships, The driving mechanism is composed of a crane suspended movably on a traveling rail, and the movable suspension portion is hooked on the crane.

また、本発明に係る水質浄化システムは、前記台船を単体の台船で構成し、前記吊持架構を前記単体の台船から片持ち形式で延設された走行レールで構成するとともに、該走行レールに走行自在に懸架されたクレーンで前記駆動機構を構成し、該クレーンに前記可動吊持部を掛止したものである。   Further, in the water purification system according to the present invention, the base ship is configured as a single base ship, and the lifting and supporting frame is configured as a traveling rail extended from the single base ship in a cantilever manner. The above-mentioned drive mechanism is constituted by a crane suspended so as to be able to travel on a traveling rail, and the movable suspension portion is hooked on the crane.

また、本発明に係る水質浄化システムは、水中作業を行う対象範囲の少なくとも一部を取り囲むように配置される囲繞体と該囲繞体で囲まれた水中作業領域を浄化可能な浄化手段とを備えた水質浄化システムにおいて、
既設構造物の水域側側方に互いに離間するように配置される一対の台船と、該一対の台船の離間スペースの側方であって前記既設構造物と反対の側に配置される補助台船とを備え、
前記囲繞体を、水平断面がコの字状となるように水面近傍から水底に向けて垂設される周壁状シートを用いて構成するとともに、該周壁状シートの各側方縁部を該各側方縁部が前記既設構造物の側面に当接されるように該側面にそれぞれ取り付け、該周壁状シートをその各側方縁部から一定幅だけ離間した各位置で上縁から下縁まで開閉自在とすることで3枚のシート片に分割できるように構成するとともに、該各シート片を巻取り可能な巻取り装置を前記一対の台船及び前記補助台船にそれぞれ据え付けたものである。
Further, the water purification system according to the present invention includes a surrounding body disposed so as to surround at least a part of a target range in which the underwater operation is performed, and purification means capable of purifying the underwater working area surrounded by the surrounding body. In the water purification system,
A pair of berths arranged so as to be separated from each other on the side of the water area of the existing structure and an auxiliary disposed on the side opposite to the existing structure on the side of the space between the pair of berths Equipped with a charter,
The surrounding body is constituted by using a peripheral wall sheet hanging from the vicinity of the water surface toward the bottom of the water so that the horizontal cross section is U-shaped, and each side edge portion of the peripheral wall sheet is the respective side Each side edge is attached to the side face of the existing structure so as to be in contact with the side face of the existing structure, and from the upper edge to the lower edge at each position spaced apart from the respective side edge by a fixed width It is configured to be able to be divided into three sheet pieces by opening and closing freely, and a winding device capable of taking up each sheet piece is installed on each of the pair of base ships and the auxiliary base ship. .

また、本発明に係る水質浄化システムは、前記囲繞体を、前記周壁状シートと該周壁状シートのうち、互いに対向する一対のシート片の下方対向面にそれぞれ接合された形で前記水底又はその上方に配置される底版状シートとで構成し、前記浄化手段を、凝集剤供給装置と前記水中作業領域を攪拌する攪拌装置と前記水中作業領域に設置される揚泥装置とを用いて構成するとともに、該揚泥装置の吸引口を前記底版状シートの近傍に位置決めしたものである。   Further, in the water purification system according to the present invention, the surrounding body is joined to the bottom facing surface of the pair of sheet pieces facing each other among the circumferential sheet and the circumferential sheet, or the water bottom or the water bottom thereof The cleaning means is constituted by a flocculating agent supply device, a stirring device for stirring the underwater working area, and a pumping unit installed in the underwater working area. In addition, the suction port of the sifting device is positioned in the vicinity of the bottom plate-like sheet.

また、本発明に係る水質浄化システムは、前記囲繞体の各側方縁部を膨張収縮可能な袋状縁部でそれぞれ構成し、該袋状縁部が所定の取付具に挿通された状態で該取付具を前記側面に取り付けたものである。   Further, in the water purification system according to the present invention, the side edges of the enclosure are respectively constituted by bag-like edges which can be expanded and contracted, and the bag-like edges are inserted into a predetermined fixture. The attachment is attached to the side surface.

また、本発明に係る水質浄化システムは、前記囲繞体の各側方縁部を折り重ね可能な襞状縁部でそれぞれ構成し、該襞状縁部が所定の押圧具に押圧されて前記側面に折り重ねられるように該押圧具を前記側面に取り付けたものである。   Further, in the water purification system according to the present invention, each side edge portion of the enclosure is configured by a foldable foldable edge portion, and the dropout edge portion is pressed by a predetermined pressing tool to be the side surface The pressing tool is attached to the side surface so as to be folded over.

また、本発明に係る水質浄化システムは、前記襞状縁部を折り重ね数が上方よりも下方で多くなるように構成したものである。   Moreover, the water purification system according to the present invention is configured such that the number of folds of the weir-shaped edge portion is larger at the lower side than at the upper side.

[第1の発明]
第1の発明に係る水質浄化システムにおいては、水中作業を行う対象範囲(以下、単に対象範囲)の近傍に台船を浮かべるとともに、該台船の周縁を越えて延びる吊持架構が上述の対象範囲の上方にくるように台船の向きを適宜調整する。
[First Invention]
In the water purification system according to the first aspect of the present invention, the suspension structure floats in the vicinity of a target range (hereinafter simply referred to as target range) in which the underwater work is performed, and the suspension structure extending beyond the periphery of the base Adjust the direction of the charter so that it is above the range.

次に、囲繞体が水中で垂設された状態となるように、囲繞体の上縁に設けられた複数の吊持部を介して該囲繞体を吊持架構で吊持するとともに、囲繞体を包囲姿勢とすることにより、上述の対象範囲の少なくとも一部を囲繞体で取り囲んでその内側を水中作業領域とする。   Next, the enclosure is suspended by a suspension structure via a plurality of suspension portions provided on the upper edge of the enclosure so that the enclosure is suspended in water, and the enclosure is suspended. By surrounding at least a part of the above-mentioned target range with a surrounding body, and the inside thereof is made an underwater working area.

ここで、囲繞体を包囲姿勢で吊持するにあたっては、該包囲姿勢において互いに対向する吊持部のうち、少なくともいずれかの側の吊持部を可動吊持部とし、該可動吊持部を吊持架構に沿って駆動機構で水平移動させることにより、互いに対向する吊持部の離間寸法を適宜変更する。   Here, when the surrounding body is suspended in the surrounding posture, at least one of the suspending portions facing each other in the surrounding posture is used as a movable suspending portion, and the movable suspending portion is used as the movable suspending portion. By moving horizontally along the suspension structure with the drive mechanism, the separation dimensions of the mutually opposing suspension portions are appropriately changed.

このようにすると、水中作業を行う対象範囲の大きさに合わせて囲繞体による包囲幅を調整することができるため、従来のように対象範囲の大きさごとにシートやカーテンを準備したり、対象範囲に合わせてシートやカーテンを特注したりといった必要がなくなる。   In this way, the surrounding width of the enclosure can be adjusted in accordance with the size of the target range in which the underwater work is performed, so sheets and curtains are prepared for each size of the target range as in the prior art, and There is no need to customize sheets and curtains according to the range.

また、囲繞体のうち、少なくとも可動吊持部が設けられた部位については、駆動機構によってその水平位置を自在に調整することができるため、水中作業を行う対象範囲が大きい場合であっても、水中作業領域を対象範囲の一部に限定しつつ、水中作業が終わるごとに水中作業領域を順次移動するという工程を対象範囲内で正確に繰り返すことが可能となり、かくして対象範囲が大きい場合であっても浄化及び水中作業を効率よく進めることができる。   In addition, the horizontal position of the enclosure can be freely adjusted by the drive mechanism with respect to at least a portion of the enclosure provided with the movable suspension portion, even if the target range for underwater work is large, The process of sequentially moving the underwater working area every time the underwater working is finished can be accurately repeated within the target range while limiting the underwater working area to a part of the target range, and thus the target range is large. Even purification and underwater work can be advanced efficiently.

囲繞体による対象範囲の包囲が完了したならば、囲繞体で囲まれた水中作業領域を従来公知の方法によって水質浄化して一定の透視度を確保し、しかる後、潜水士による水中作業を開始若しくは再開し、又は水質浄化を行いつつ水中作業を行えばよい。   When the enclosure of the target area by the enclosure is completed, the underwater working area surrounded by the enclosure is water-purified by a conventionally known method to secure a certain degree of transparency, and then the underwater operation by the diver is started Alternatively, the work may be performed underwater while resuming or purifying the water.

互いに対向位置にある吊持部は、それらのうち、少なくともいずれかが可動吊持部であれば足りるが、いずれも可動吊持部とすれば、対象範囲に対し、囲繞体をより迅速かつ正確に位置決めすることが可能となる。   It is sufficient if at least any one of them is a movable suspension, but if any of them are movable suspensions, the surrounding body can be made more quickly and accurately for the target range. It is possible to position in

囲繞体は、対象範囲を単体で、すなわち対象範囲の側方を全て取り囲むように構成してもよいが、対象範囲の側方を部分的に取り囲む場合、特にダム、護岸その他の既設構造物とともに対象範囲を取り囲む場合も包摂されるものであり、既設構造物の水域側側方に台船を配置するとともに上述の囲繞体の各側方縁部を該各側方縁部が既設構造物の側面に当接されるように該側面にそれぞれ取り付けた構成がその典型例となる。   The enclosure may be configured to cover the target area alone, that is, to surround all the sides of the target area, but when partially covering the sides of the target area, especially with dams, revetments and other existing structures Even if it encloses the target range, it is included, and arrange a charter vessel to the side of the water area of the existing structure, and each side edge of the above-mentioned enclosure is the side edge part of the existing structure. A configuration in which each is attached to the side so as to abut on the side is a typical example.

浄化手段をどのように構成するかは任意であり、凝集剤供給装置と、囲繞体で囲まれた水中作業領域を攪拌する攪拌装置と、該水中作業領域に設置される揚泥装置とを用いて構成される場合が典型的な構成となるが、かかる構成において、対象範囲は、その側方が取り囲まれれば足りるのであって、下方についてはこれを開放状態とし、凝集剤によって形成されたフロックを水底に沈殿させるようにしてもかまわない。   How the purification means is configured is optional, and it is possible to use a flocculant supply device, a stirring device for stirring an underwater working area surrounded by a surrounding body, and a pumping unit installed in the underwater working area. In such a configuration, the target range is sufficient if the side is surrounded, and for the lower part, it is an open state, and the flock formed by the coagulant You may make it settle on the bottom of the water.

ここで、囲繞体を、水平断面がコの字状となるように水面近傍から水底に向けて垂設される周壁状シートと、該周壁状シートのうち、互いに対向する一対の壁状シート部の下方対向面にそれぞれ接合された形で水底又はその上方に配置される底版状シートとで構成し、浄化手段を、凝集剤供給装置と水中作業領域を攪拌する攪拌装置と水中作業領域に設置される揚泥装置とを用いて構成するとともに、該揚泥装置の吸引口を上述した底版状シートの近傍に位置決めしたならば、底版状シートに堆積した沈殿物を揚泥することができるため、沈殿物であるフロックや該フロックの解膠物が水中に舞い上がって透視度が低下する懸念がなくなるほか、平坦でないために集泥性に劣る水底とは異なり、底版状シートの場合には、平坦であるために集泥性が良好となり、特に、底版状シートの上に揚泥装置を載置して該揚泥装置の自重又はその一部を作用させることにより、該底版状シートをすり鉢状に変形させるようにすれば、集泥性がさらに向上し、透視度のさらなる向上が可能となる。   Here, the surrounding body sheet is provided by hanging the surrounding body from the vicinity of the water surface toward the water bottom so that the horizontal cross section becomes a U-shape, and a pair of wall-like sheet portions facing each other among the circumferential wall-like sheets The bottom plate-like sheet placed on the bottom of the water or above in the form of being joined respectively to the lower facing surface of the above, and the purification means is installed in the coagulant supply device and the stirring device for stirring the underwater working area and the underwater working area The sediment deposited on the bottom plate sheet can be lifted if the suction port of the mud device is positioned in the vicinity of the above-mentioned bottom plate-like sheet, while using the In addition, in the case of a bottom plate-like sheet, unlike floe which is sediment, flocculated matter of the floc and sores of the floc soak up into the water and there is no concern that the fluoroscopy falls. Collection to be flat In particular, the bottom plate-like sheet is deformed into a mortar shape by placing the lifting-down device on the bottom-plate-like sheet and acting on its own weight or a part thereof. For example, the mud accumulation is further improved, and the transparency can be further improved.

台船や吊持架構の構成についても任意であるが、台船を、互いに離間配置される一対の台船で構成し、吊持架構を一対の台船に架け渡された走行レールで構成し、該走行レールに走行自在に懸架されたクレーンで上述の駆動機構を構成するとともに該クレーンに上述した可動吊持部を掛止した構成や、台船を単体の台船で構成し、吊持架構を台船から片持ち形式で延設された走行レールで構成するとともに、該走行レールに走行自在に懸架されたクレーンで上述の駆動機構を構成し、該クレーンに上述した可動吊持部を掛止した構成が典型例となる。   The configuration of the support ship and the suspension support structure is also optional, but the support ship is configured by a pair of support ships spaced apart from each other, and the support suspension structure is configured by a traveling rail over the pair of support ships. A crane suspended on the traveling rail so as to constitute the above-described drive mechanism and a construction in which the movable suspension portion is suspended on the crane; or a boat comprising a single boat; The frame is constituted by a traveling rail extended in a cantilever manner from the boat, and the above-mentioned drive mechanism is constituted by a crane suspended movably on the traveling rail, and the movable suspension portion described above is constituted by the crane The suspended configuration is a typical example.

なお、囲繞体は、浄化手段による水質浄化を上回るほどの汚濁物質の流入が生じなければ足りるものであって、囲繞体、あるいは囲繞体及び該囲繞体と既設構造物との取合い箇所において汚濁物質を実質的に流入させないほどの止水性が要求されるものではなく、例えば囲繞体を透水性ジオテキスタイルで構成することが可能であるが、囲繞体を不透水性シートで構成した場合には、凝集剤や汚濁物質あるいはフロックが、水の透過に伴って囲繞体に付着するおそれがなくなり、囲繞体の清掃が不要になって保管等の取扱いが容易になる。   In addition, if the influx of pollutants does not occur so as to exceed the purification of water quality by the purification means, it is sufficient that the contaminants are polluting substances in the enclosure or the enclosure and the connection between the enclosure and the existing structure. It is not required that the water barrier property does not substantially allow the inflow of water, for example, the enclosure can be made of water permeable geotextile, but when the enclosure is made of a water impermeable sheet, There is no possibility that the agent, the contaminant or the floc adheres to the enclosure as the water permeates, and cleaning of the enclosure becomes unnecessary and handling such as storage becomes easy.

[第2の発明]
第2の発明に係る水質浄化システムにおいては、既設構造物の水域側側方に互いに離間するように一対の台船を配置するとともに、該一対の台船の離間スペースの側方であって既設構造物と反対の側に補助台船を配置する。
[Second Invention]
In the water purification system according to the second aspect of the present invention, a pair of deck ships are arranged to be separated from each other on the side of the water area of the existing structure, and the existing space is a side of the separation space of the pair Position the support vessel on the side opposite the structure.

次に、一対の台船及び補助台船にそれぞれ据え付けられた各巻取り装置から3枚のシート片を巻き出しつつ、それらを下縁から上方に向けて徐々に閉じることで周壁状シートの形にし、その内側に水中作業領域を形成するとともに、該周壁状シートの各側方縁部を該各側方縁部が既設構造物の側面に当接されるように該側面にそれぞれ取り付ける。   Next, while unrolling three sheet pieces from each of the winding devices respectively installed on the pair of charter and auxiliary barge, they are gradually closed upward from the lower edge to form a peripheral-wall-like sheet. An underwater working area is formed on the inner side, and each side edge of the peripheral sheet is attached to the side so that each side edge is in contact with the side of the existing structure.

このようにして対象範囲を囲繞体で取り囲んでその内側に水中作業領域を形成したならば、該水中作業領域を従来公知の方法によって水質浄化して一定の透視度を確保し、しかる後、潜水士による水中作業を開始若しくは再開し、又は水質浄化を行いつつ水中作業を行う。   In this manner, when the underwater working area is formed by enclosing the target area with the enclosure and the underwater working area is formed inside, the water working area is purified by the conventionally known method to ensure a certain visibility, and then diving Start or resume underwater work by a person or perform underwater work while purifying water quality.

次に、囲繞体を構成する周壁状シートを回収して次の水中作業場所へと移るが、かかる回収を行うにあたっては、周壁状シートをその上縁から徐々に開いて3枚のシート片に分割しつつ、該各シート片を一対の台船及び補助台船にそれぞれ据え付けられた巻取り装置で巻き取る。   Next, the peripheral-wall-like sheets constituting the enclosure are collected and transferred to the next work place in the water. In order to perform such collection, the peripheral-wall-like sheets are gradually opened from the upper edge thereof to form three sheet pieces. While being divided, the respective sheet pieces are taken up by a winding device respectively installed on a pair of the charter and the auxiliary charter.

巻取りによる回収が終わったならば、あらたな水中作業場所へと移動し、一対の台船及び補助台船を上述したと同様に配置した後、上述したと同様の巻出し手順で各巻取り装置から3枚のシート片を巻き出して周壁状シートの形にし、その内側に水中作業領域を形成する。   After recovery by winding, move to a new underwater working place, arrange a pair of charters and auxiliaries in the same manner as described above, and then take up each winding apparatus according to the same unwinding procedure as described above. The three sheet pieces are unrolled into a peripheral sheet and an underwater working area is formed on the inner side thereof.

このようにすると、囲繞体を作業員の手で水中から引き揚げたり水中へと垂設したりする場合に比べ、きわめて短時間に囲繞体を水中から回収しあるいは垂設することが可能となり、次の水中作業場所へと速やかに移動することが可能となる。   In this way, it is possible to recover or suspend the enclosure from the water in a very short time, as compared to the case where the enclosure is withdrawn from the water with the operator's hand and suspended into the water. It is possible to move quickly to the underwater working place of

浄化手段をどのように構成するかは任意であり、凝集剤供給装置と、上述した水中作業領域を攪拌する攪拌装置と、該水中作業領域に設置される揚泥装置とを用いて構成される場合が典型的な構成となるが、かかる構成において、水中作業を行う対象範囲は、その側方が取り囲まれれば足りるのであって、下方についてはこれを開放状態とし、凝集剤によって形成されたフロックを水底に沈殿させるようにしてもかまわない。   How the purification means is configured is optional, and is configured using a flocculant supply device, a stirring device for stirring the above-mentioned underwater working area, and a pumping unit installed in the underwater working area. The case is a typical configuration, but in such a configuration, it is sufficient for the underwater work to be covered if the side is surrounded, and the lower side is an open state, and the flock formed by the coagulant You may make it settle on the bottom of the water.

ここで、囲繞体を、上述の周壁状シートと該周壁状シートのうち、互いに対向する一対のシート片の下方対向面にそれぞれ接合された形で水底又はその上方に配置される底版状シートとで構成し、浄化手段を、凝集剤供給装置と水中作業領域を攪拌する攪拌装置と水中作業領域に設置される揚泥装置とを用いて構成するとともに、該揚泥装置の吸引口を底版状シートの近傍に位置決めしたならば、底版状シートに堆積した沈殿物を揚泥することができるため、沈殿物であるフロックや該フロックの解膠物が水中に舞い上がって透視度が低下する懸念がなくなるほか、平坦でないために集泥性に劣る水底とは異なり、底版状シートの場合には、平坦であるために集泥性が良好となり、特に、底版状シートの上に揚泥装置を載置して該揚泥装置の自重又はその一部を作用させることにより、該底版状シートをすり鉢状に変形させるようにすれば、集泥性がさらに向上し、透視度のさらなる向上が可能となる。   Here, the surrounding body is a bottom plate-like sheet disposed on the bottom of the water bottom or above in the form of being joined to the lower opposing surfaces of the pair of sheet pieces facing each other among the above-mentioned peripheral sheet and the peripheral sheet. The cleaning means is constituted by using a flocculant supply device, a stirring device for stirring the underwater working area, and a pumping mud installed in the underwater working area, and the suction port of the pumping mud is bottom plate-like. If positioned in the vicinity of the sheet, the sediment deposited on the bottom plate sheet can be pumped up, so there is a concern that the floc which is the sediment or the peptized matter of the floc will soar into the water and the visibility may be reduced. In addition, in the case of a bottom plate-like sheet, unlike the bottom of the bottom plate which is not flat, it has a good collection ability because of its flat surface. Of the pumping equipment By the action of heavy or part thereof, if the bottom plate-like sheet to deform into a bowl shape, collecting dirt resistance is further improved, thereby enabling further improvement of the perspective of.

なお、囲繞体は、浄化手段による水質浄化を上回るほどの汚濁物質の流入が生じなければ足りるものであって、囲繞体及び該囲繞体と既設構造物との取合い箇所において汚濁物質を実質的に流入させないほどの止水性が要求されるものではなく、例えば囲繞体を透水性ジオテキスタイルで構成することが可能であるが、囲繞体を不透水性シートで構成した場合には、凝集剤や汚濁物質あるいはフロックが、水の透過に伴って囲繞体に付着するおそれがなくなり、囲繞体の清掃が不要になって保管等の取扱いが容易になる。   In addition, if the influx of pollutants does not occur so as to exceed the purification of the water quality by the purification means, it is sufficient for the ambient bodies to substantially contaminate the pollutants at the surroundings of the envelope and the connection between the enclosure and the existing structure. It is not required to be water proof so as not to let it flow, for example, it is possible to constitute the enclosure by water permeable geotextile, but when the enclosure is constituted by a water impermeable sheet, a flocculant or a pollutant Alternatively, there is no possibility that the flock adheres to the enclosure as the water permeates, so cleaning of the enclosure becomes unnecessary and handling such as storage becomes easy.

[各発明に共通する事項]
上述した各発明において、囲繞体の側方縁部を膨張収縮可能な袋状縁部で構成し、該袋状縁部が所定の取付具に挿通された状態で該取付具を上述の側面に取り付けた構成とし、又は囲繞体の側方縁部を折り重ね可能な襞状縁部で構成し、該襞状縁部が所定の押圧具に押圧され折り重ねられた状態で該押圧具を上述の側面に取り付けた構成とすることによって、囲繞体と既設構造物との取合い箇所で一定の止水性を確保することが可能となり、汚濁物質の流入による透視度の低下、ひいては潜水作業における作業性の低下を防止することができる。なお、後者の構成において、襞状縁部を折り重ね数が上方よりも下方で多くなるように構成したならば、上述した取合い箇所での止水性のさらなる向上を図ることが可能である。
[Items common to each invention]
In each of the above-described inventions, the side edge of the enclosure is constituted by a bag-like edge which can be inflated and contracted, and the attachment is attached to the above-mentioned side in a state where the bag-like edge is inserted into a predetermined attachment. Alternatively, the side edge of the enclosure may be a foldable foldable ridged edge, and the foldable edge may be pressed by a predetermined pusher and folded. By attaching it to the side of the frame, it is possible to secure a certain level of water-proofness at the connection point between the enclosure and the existing structure, which reduces the transparency by the inflow of pollutants and consequently the workability in diving work Can be prevented. In the latter configuration, if the number of folds increases in the lower part than in the upper part, it is possible to further improve the water barrier property at the above-mentioned connection portion.

第1実施形態に係る水質浄化システム1の全体斜視図。BRIEF DESCRIPTION OF THE DRAWINGS The whole perspective view of the water purification system 1 which concerns on 1st Embodiment. 囲繞体6の側方縁部周辺における図であり、(a)は正面図、(b)は側面図、(c)は詳細正面図、(d)はA−A線方向に沿う詳細断面図。It is a figure in the side edge part circumference of the enclosure 6, (a) is a front view, (b) is a side view, (c) is a detailed front view, (d) is a detailed sectional view along the A-A line direction . 水質浄化システム1の図であり、(a)は平面図、(b)はB−B線方向から見た側面図。It is a figure of the water purification system 1, (a) is a top view, (b) is a side view seen from the B-B line direction. 第1実施形態の変形例に係る図であり、(a)は囲繞体44の斜視図、(b)は全体側面図。It is a figure which concerns on the modification of 1st Embodiment, (a) is a perspective view of the surrounding body 44, (b) is a whole side view. 囲繞体6の側方縁部周辺における変形例の図であり、(a)は斜視図、(b)は詳細断面図、(c)は正面図、(d)は側面図。It is a figure of the modification in the side edge part periphery of the surrounding body 6, (a) is a perspective view, (b) is a detailed sectional view, (c) is a front view, (d) is a side view. 囲繞体6の側方縁部周辺における別の変形例に係る詳細断面図。FIG. 14 is a detailed cross-sectional view of another modification around the side edge of the surrounding body 6; 変形例に係る水質浄化システムの全体斜視図。The whole perspective view of the water purification system which concerns on a modification. 別の変形例に係る水質浄化システムの全体斜視図。The whole perspective view of the water purification system which concerns on another modification. 第2実施形態に係る水質浄化システム81の全体斜視図。The whole perspective view of the water purification system 81 which concerns on 2nd Embodiment. 水質浄化システム81の図であり、(a)は平面図、(b)はC−C線方向から見た側面図。It is a figure of the water purification system 81, (a) is a top view, (b) is the side view seen from the CC line direction. 第2実施形態の変形例に係る図であり、(a)は囲繞体93の斜視図、(b)は全体側面図。It is a figure which concerns on the modification of 2nd Embodiment, (a) is a perspective view of the surrounding body 93, (b) is a whole side view.

以下、本発明に係る水質浄化システムの実施の形態について、添付図面を参照して説明する。   Hereinafter, an embodiment of a water purification system according to the present invention will be described with reference to the attached drawings.

[第1実施形態]
図1は、第1実施形態に係る水質浄化システムを示した全体斜視図である。同図に示すように、本実施形態に係る水質浄化システム1は、ダムの貯水池2に適用されるものであって、既設構造物としてのダム堤体3の貯水池側側方で互いに離間するように貯水池2の水面近傍に配置された一対の台船4,4と、該各台船の周縁をそれぞれ越えるように該一対の台船に架け渡され互いに平行な2本の走行レール8,8で構成された吊持架構5と、該走行レールに吊持される囲繞体6とを備える。
First Embodiment
FIG. 1 is an overall perspective view showing the water purification system according to the first embodiment. As shown to the same figure, the water purification system 1 which concerns on this embodiment is applied to the reservoir 2 of a dam, Comprising: It mutually spaces apart in the reservoir side side of the dam dike 3 as an existing structure. And a pair of anchor ships 4, 4 arranged in the vicinity of the water surface of the reservoir 2, and two traveling rails 8, 8 parallel to each other and bridged over the pair of anchor ships so as to exceed the periphery of each anchor ship. And an enclosure 6 suspended by the traveling rail.

囲繞体6は、水平断面がコの字状となるように水面近傍から水底に向けて垂設される周壁状シートで構成してあり、その上縁に設けられた吊持部7a,7bを介して走行レール8,8に吊持されるようになっている。   The surrounding body 6 is constituted by a peripheral sheet which is provided from the vicinity of the water surface to the bottom of the water so that the horizontal cross section is U-shaped, and the hanging portions 7a and 7b provided on the upper edge thereof It is suspended by the traveling rails 8 and 8 via this.

吊持部7a,7bは、同図に示すように溝形鋼を用いて構成することが可能であり、該溝形鋼の内側に囲繞体6の上縁を差し込んでボルトで締結する等の手段により、該上縁に固着することができる。   The hanging portions 7a and 7b can be configured using a channel steel as shown in the figure, and the upper edge of the surrounding body 6 is inserted into the inside of the channel steel and fastened with a bolt or the like. It can be fixed to the upper edge by means.

ここで、吊持部7a,7bは、囲繞体6が包囲姿勢、本実施形態では図1に示すように水平断面がコの字状となる姿勢で吊持された状態において、互いに対向する側に位置しており、これらのうち、吊持部7aについては、走行レール8,8に固定してある。   Here, the hanging portions 7a and 7b are opposed to each other in a state in which the surrounding body 6 is suspended in a surrounding posture, in the present embodiment, in a posture where the horizontal cross section becomes U-shaped as shown in FIG. Among these, the suspension 7 a is fixed to the traveling rails 8 and 8.

なお、囲繞体6が上述の包囲姿勢をとったとき、該囲繞体とダム堤体3の壁面23とで囲まれた水域が、水中作業領域となる。   In addition, when the surrounding body 6 takes the above-mentioned surrounding attitude | position, the water area surrounded by this surrounding body and the wall surface 23 of the dam embankment 3 becomes an underwater working area.

一方、吊持部7bは、走行レール8,8に走行自在にそれぞれ懸架された駆動機構としてのクレーン9,9に掛止してあり、可動吊持部として走行レール8,8に沿って水平移動できるようになっているとともに、これによって、囲繞体6の包囲幅(図1では、ダム堤体3の壁面23と平行な方向に沿った距離)を自在に調整できるようになっている。   On the other hand, the suspending portion 7b is hooked on the cranes 9, 9 as drive mechanisms respectively suspended on the traveling rails 8, 8 so as to be runnable, and horizontally along the traveling rails 8, 8 as movable suspending portions. While being movable, this makes it possible to freely adjust the surrounding width of the surrounding body 6 (in FIG. 1, the distance along the direction parallel to the wall surface 23 of the dam wall 3).

囲繞体6は図1に示すように、上縁から下縁に延びる襞状部10をコの字状断面の隅部の一方に設けることで、走行レール8,8に沿ったクレーン9,9の走行、ひいてはそれに伴う吊持部7bの同図矢印方向に沿った水平移動に追従できるようになっている。   As shown in FIG. 1, the surrounding body 6 is provided with a hook-like portion 10 extending from the upper edge to the lower edge at one of the corners of the U-shaped cross section, whereby the cranes 9, 9 along the traveling rails 8, 8. It is possible to follow the horizontal movement of the hanging portion 7b along the arrow direction of the figure accompanying it.

なお、走行レール8,8には、吊持部7bの移動範囲を制限すべく、必要に応じてストッパー(図示せず)を設けておくのがよい。   In addition, it is preferable to provide a stopper (not shown) on the traveling rails 8 and 8 as necessary in order to limit the movement range of the hanging portion 7b.

囲繞体6は図2に示すように、その各側方縁部を膨張収縮可能な袋状縁部21でそれぞれ構成してあるとともに、該袋状縁部が取付具22に挿通された状態で該取付具をダム堤体3の壁面23に取り付けることにより、各側方縁部をダム堤体3の壁面23に当接させることができるようになっている。   As shown in FIG. 2, the surrounding body 6 is configured such that each side edge thereof is an inflatable and contractible bag-like edge 21, and the bag-like edge is inserted into the attachment 22. By mounting the fixture on the wall surface 23 of the dam wall 3, each side edge can be brought into contact with the wall surface 23 of the dam wall 3.

取付具22は、袋状縁部21をその側方から抱き込んで挟み込むことができるように一対の保持片25,25を向かい合わせの姿勢で基板26に取り付けてあり、袋状縁部21を装着する際には、該袋状縁部を収縮させた状態で保持片25,25の先端に形成されたスリット24に通し、しかる後、袋状縁部21に空気や水を注入することで膨張させるようにすればよい。   The attachment 22 is attached to the base plate 26 with the pair of holding pieces 25 facing each other so that the bag-like edge 21 can be held and held from the side, and the bag-like edge 21 is When the bag-like edge is contracted, the bag-like edge is inserted into the slit 24 formed at the tip of the holding piece 25, and then air or water is injected into the bag-like edge 21. It may be made to expand.

本実施形態に係る水質浄化システム1は図3に示すように、凝集剤供給装置31、攪拌装置としての水中ミキサー32、揚泥装置である揚泥ポンプ33、スライム処理槽35とを備えており、同図左側の台船4に設置された凝集剤供給装置31から供給管36を介して囲繞体6で囲まれた水域、すなわち水中作業領域34に凝集剤を供給しつつ、同じく同図左側の台船4に取り付けられた水中ミキサー32で攪拌することで、水中作業領域34に浮遊する汚濁物質を凝集させ、これをフロックとして水底に沈殿させるとともに、該沈殿物を、揚泥ポンプ33及び揚泥管37を介して揚泥し、同図右側の台船4に設置されたスライム処理槽35で処理した後、上澄み水を復水管38を介して水中作業領域34に戻すことで、水中作業領域34における水位を周辺水域の水位よりも高く保持して該周辺水域からの濁水流入を防止するようになっており、全体として水中作業領域34を水質浄化する浄化手段として機能する。   As shown in FIG. 3, the water purification system 1 according to the present embodiment includes a coagulant supply device 31, an underwater mixer 32 as a stirring device, a pumping pump 33 as a pumping device, and a slime treatment tank 35. The coagulant is supplied from the coagulant supply device 31 installed on the left side vessel 4 of the left side of the figure to the water area surrounded by the surrounding body 6 through the supply pipe 36, ie, the underwater working area 34. The agitation is carried out by the submersible mixer 32 attached to the seabed 4 to coagulate the polluting substances floating in the submersible working area 34 and to deposit them as flocs on the bottom of the water and After being pumped up through the mud tube 37 and treated in the slime treatment tank 35 installed on the right ship 4 in the same figure, the supernatant water is returned to the underwater working area 34 through the condenser tube 38, In work area 34 Kicking hold higher than the water level of the surrounding water the water level is adapted to prevent the muddy water flowing from the waters around functions underwater work area 34 as a whole as purification means for water purification.

本実施形態に係る水質浄化システム1においては、まず、ダム堤体3の貯水池側側方で一対の台船4,4を離間配置する(ステップ101)。   In the water purification system 1 according to the present embodiment, first, the pair of base vessels 4 are separately arranged on the side of the reservoir side of the dam wall 3 (step 101).

次に、囲繞体6が水中で垂設された状態となるように、囲繞体6の上縁に設けられた吊持部7a,7bを介して該囲繞体を走行レール8,8で吊持するとともに、囲繞体6を包囲姿勢とすることにより、水中作業を行う対象範囲を囲繞体6で取り囲んでその内側に水中作業領域34を形成する(ステップ102)。   Next, the surrounding body 6 is suspended by the traveling rails 8 and 8 via the suspending portions 7a and 7b provided on the upper edge of the surrounding body 6 so that the surrounding body 6 is vertically installed in water. At the same time, by setting the surrounding body 6 in the surrounding posture, the underwater working area 34 is formed inside the surrounding area 6 by surrounding the target range in which the underwater work is to be performed (step 102).

囲繞体6を包囲姿勢で吊持するにあたっては、該包囲姿勢において互いに対向する位置にある吊持部7a,7bのうち、吊持部7bを可動吊持部として、該可動吊持部を走行レール8,8に沿ってクレーン9,9で水平移動させることにより、互いに対向する吊持部7a,7bの離間寸法を適宜変更する。   When suspending the surrounding body 6 in the surrounding posture, of the hanging portions 7a and 7b located at positions facing each other in the surrounding posture, the hanging portion 7b is used as a movable hanging portion, and the movable hanging portion travels By moving horizontally along the rails 8 and 8 with the cranes 9 and 9, the separation dimensions of the opposing hanging portions 7 a and 7 b are appropriately changed.

このようにすると、水中作業を行う対象範囲の大きさに合わせて囲繞体6による包囲幅、図3で言えば幅Wの大きさを調整することができる。   In this way, it is possible to adjust the enclosure width by the enclosure 6, or the width W in FIG. 3, in accordance with the size of the target range in which the underwater work is performed.

なお、囲繞体6が水中でほぼ鉛直に垂設されるよう、必要に応じてその下縁に錘を取り付けておくのが望ましい。   It is preferable to attach a weight to the lower edge of the enclosure 6 as needed so that the enclosure 6 is vertically suspended vertically in water.

次に、取付具22をダム堤体3の壁面23に取り付け、次いで、囲繞体6の袋状縁部21が収縮した状態で該袋状縁部を取付具22の保持片25,25のスリット24を介して該保持片の内側に挿入し、しかる後、袋状縁部21に空気や水を注入することで膨張させることにより、囲繞体6の各側方縁部をダム堤体3の壁面23に当接させる(ステップ103)。   Next, the fixture 22 is attached to the wall surface 23 of the dam embankment 3, and then the bag-like edge portion is a slit of the holding pieces 25, 25 of the fixture 22 in a state where the bag-like edge 21 of the surrounding body 6 is contracted. Each side edge of the surrounding body 6 is inserted into the inner side of the holding piece 24 via the insert 24 and then inflated by injecting air or water into the bag-like edge 21 so that each side edge of the surrounding body 6 The wall surface 23 is made to abut (step 103).

このようにして囲繞体6による対象範囲の包囲が完了したならば、次に、囲繞体6で囲まれた水中作業領域34に凝集剤供給装置31から凝集剤を供給しつつ、該水中作業領域を水中ミキサー32で攪拌することで、水中作業領域34に浮遊する汚濁物質を凝集させ、これをフロックとして水底に沈殿させるとともに、該沈殿物を、揚泥ポンプ33で揚泥してスライム処理槽35で処理することにより、水中作業領域34の透視度を高くする(ステップ104)。スライム処理槽35で処理された上澄み水については、水中作業領域34に適宜戻してやればよい。   When the surrounding of the target area by the enclosure 6 is completed in this way, next, while supplying the coagulant from the aggregating agent supply device 31 to the underwater working area 34 surrounded by the enclosure 6, the underwater working area 34 The slurry is stirred by the submersible mixer 32 to coagulate the suspended matter suspended in the submersible working area 34 and deposit it on the bottom of the water as a floc, and the sediment is raised by the lifting mud pump 33 for slime treatment. By processing at 35, the underwater work area 34 is made more transparent (step 104). The supernatant water treated in the slime treatment tank 35 may be returned to the underwater working area 34 as appropriate.

水中作業領域34の透視度が一定以上になったならば、次に、潜水士による水中作業を開始し、中断していた場合には再開する(ステップ105)。なお、水中作業に支障がないのであれば、上述した水質浄化を行いつつ、水中作業を行うようにしてもかまわない。   If the transparency of the underwater working area 34 becomes more than a certain level, then the underwater work by the diver is started, and if interrupted, it is resumed (step 105). In addition, if there is no problem in the underwater work, the underwater work may be performed while performing the above-described water purification.

水中作業が完了したならば、取付具22を外して囲繞体6の各側方縁部をダム堤体3の壁面23から離脱させるとともに、囲繞体6を引き揚げて水中から回収し、次の水中作業に備える(ステップ106)。   When the underwater work is completed, the fixtures 22 are removed, and the side edges of the surrounding body 6 are separated from the wall surface 23 of the dam wall 3, and the surrounding body 6 is withdrawn and recovered from the water. Prepare for work (step 106).

以上説明したように、本実施形態に係る水質浄化システム1によれば、互いに対向する位置にある囲繞体6の吊持部7a,7bのうち、吊持部7bを可動吊持部として、該可動吊持部を走行レール8,8に沿ってクレーン9,9で水平移動させるようにしたので、吊持部7a,7bの離間寸法を適宜変更することが可能となり、水中作業を行う対象範囲の大きさに合わせて囲繞体6による包囲幅を調整することができる。   As described above, according to the water purification system 1 according to the present embodiment, the lifting portion 7b is a movable lifting portion of the lifting portions 7a and 7b of the surrounding body 6 located at positions facing each other. Since the movable suspension portion is horizontally moved by the cranes 9 and 9 along the traveling rails 8 and 8, the separation dimension of the suspension portions 7a and 7b can be appropriately changed, and the target range in which the underwater work is performed The enclosure width by the enclosure 6 can be adjusted to the size of.

そのため、水中作業を行う対象範囲の大きさに関する汎用性が向上し、従来のように対象範囲の大きさごとにシートやカーテンを準備したり、対象範囲に合わせてシートやカーテンを特注したりといった必要がなくなる。   Therefore, the versatility regarding the size of the target range in which underwater work is performed is improved, and sheets and curtains are prepared for each size of the target range as in the prior art, and sheets and curtains are customized according to the target range. There is no need.

本実施形態では、囲繞体6の吊持部7a,7bのうち、吊持部7bのみを可動吊持部としたが、これに代えて、吊持部7a,7bの両方を可動吊持部としてもかまわない。   In the present embodiment, of the suspension portions 7a and 7b of the surrounding body 6, only the suspension portion 7b is the movable suspension portion, but instead of this, both of the suspension portions 7a and 7b are movable suspension portions It does not matter.

かかる構成によれば、水中作業を行う対象範囲に対し、囲繞体6をより迅速かつ正確に位置決めすることが可能となる。   According to this configuration, the surrounding body 6 can be positioned more quickly and accurately with respect to the target range in which the underwater work is performed.

また、本実施形態では、水中作業を行う対象範囲を一括処理することを前提とし、該対象範囲全体を囲繞体6で取り囲んでその内側を水中作業領域34としたが、対象範囲が広い場合、図3で言えば対象範囲が例えば左右方向に延びている場合には、台船4,4を例えば右方向に移動した後、上述したステップ101〜106を実施する一連の手順を、対象範囲が全てカバーされるまで繰り返せばよい。   Further, in the present embodiment, it is assumed that the target range in which the underwater work is performed is collectively processed, and the entire target range is surrounded by the surrounding body 6 and the inside thereof is the underwater working area 34. In the case where the target range extends, for example, in the left and right direction in FIG. 3, the target range is a series of procedures for performing steps 101 to 106 described above after moving the liner 4 or 4 in the right direction, for example. Repeat until all is covered.

かかる水質浄化方法においては、囲繞体6のうち、可動吊持部である吊持部7bは、クレーン9,9によってその水平位置を走行レール8,8に沿って自在に調整することができるため、水中作業を行う対象範囲が大きい場合であっても、水中作業領域34を対象範囲の一部に限定しつつ、該水中作業領域34を対象範囲内で順次移動するという一連の手順を正確に繰り返すことが可能となり、かくして浄化及び水中作業を効率よく進めることができる。   In the water purification method, the hanging portion 7b, which is a movable hanging portion, of the surrounding body 6 can freely adjust its horizontal position along the traveling rails 8, 8 by the cranes 9, 9. Even when the target range for performing underwater work is large, a series of procedures for sequentially moving the underwater work area 34 within the target range while accurately limiting the underwater work area 34 to a part of the target range It is possible to repeat and thus proceed efficiently with purification and underwater work.

また、本実施形態では、水中作業領域34の水質浄化を行う浄化手段を、凝集剤供給装置31、水中ミキサー32、揚泥ポンプ33及びスライム処理槽35で構成したが、揚泥装置としては揚泥ポンプ33に代えて、エアーリフトを用いることができるし、水質浄化方法としてそもそも凝集沈降に限定されるものではなく、希釈、ろ過、吸着といった公知の水質浄化方法から適宜選択することが可能である。   Further, in the present embodiment, the purification means for purifying the water in the underwater working area 34 is constituted by the coagulant supply device 31, the underwater mixer 32, the pumping pump 33 and the slime processing tank 35. Instead of the mud pump 33, an airlift can be used, and the water purification method is not limited to aggregation sedimentation in the first place, and can be appropriately selected from known water purification methods such as dilution, filtration, and adsorption is there.

また、本実施形態では、水中作業領域34の汚濁物質をフロックの形で水底に沈殿させるようにしたが、本発明の囲繞体を図4(a)に示すように、囲繞体6に代えて、上述した実施形態と同様の周壁状シート、すなわち水平断面がコの字状となるように水面近傍から水底に向けて垂設される周壁状シート41と、該周壁状シートのうち、互いに対向する一対の壁状シート部43,43の下方対向面にそれぞれ接合された形で水底の上方に配置される底版状シート42とからなる囲繞体44で構成するとともに、浄化手段については上述の実施形態と同様に周壁状シート41で囲まれた水中作業領域34に凝集剤供給装置31から凝集剤を供給しつつ水中ミキサー32で攪拌することで、水中作業領域34に浮遊する汚濁物質を凝集させるように構成する一方、揚泥ポンプ33については同図(b)に示すように、その吸引口を底版状シート42の近傍に位置決めした構成とするのが望ましい。   Further, in the present embodiment, the contaminants in the underwater working area 34 are deposited on the bottom of the water in the form of flocks, but the enclosure of the present invention is replaced with the enclosure 6 as shown in FIG. Similar to the above-described embodiment, the peripheral wall-shaped sheet 41 hanging from the vicinity of the water surface toward the bottom of the water so that the horizontal cross section is U-shaped, and the peripheral wall-shaped sheets face each other Of the bottom plate-like sheet 42 disposed above the bottom of the bottom of the pair of wall-like sheet portions 43, 43, respectively, joined to the lower opposing surfaces of the pair of wall-like sheet portions 43, 43 In the same manner as the embodiment, the flocculating agent is supplied from the flocculant supply device 31 to the underwater working area 34 surrounded by the circumferential wall sheet 41 and stirred by the underwater mixer 32 to coagulate the suspended matter floating in the underwater working area 34 like While formed, as for Agedoro pump 33 shown in FIG. (B), is desirable to the configuration in which position the suction port in the vicinity of the bottom plate-like sheet 42.

底版状シート42は、走行レール8,8に沿ったクレーン9,9の走行に追従できるよう、周壁状シート41に設けた襞状部10と同様の襞状部を設ける等の工夫(図示せず)を適宜施しておく。   The bottom plate-like sheet 42 can be provided with a hook-like portion similar to the hook-like portion 10 provided on the circumferential wall-like sheet 41 so as to follow the traveling of the cranes 9, 9 along the traveling rails 8, 8 (see FIG. Apply properly).

かかる構成によれば、水中作業領域34に浮遊する汚濁物質がフロックとして底版状シート42の上に沈殿するので、これを揚泥することが可能となり、沈殿物であるフロックや該フロックの解膠物が水中に舞い上がって透視度が低下するおそれがなくなるほか、上述の実施形態では、水底が平坦でないために集泥性に劣る懸念があったが、本変形例によれば、底版状シート42が平坦であるために集泥性が良好となり、特に、同図(b)に示すように、底版状シート42の上に揚泥ポンプ33を載置して該揚泥ポンプの自重又はその一部を作用させることにより、該底版状シートをすり鉢状に変形させるようにすれば、集泥性がさらに向上し、透視度のさらなる向上が可能となる。   According to this configuration, since the contaminant floating in the working area 34 in the water is deposited as floc on the bottom plate-like sheet 42, it can be lifted up, and floc which is the deposit or peptization of the floc In addition to the fear that the object may fly up into the water and the fluoroscopy may not be reduced, and in the above embodiment, the bottom of the water is not flat and the collecting ability may be poor. In particular, as shown in FIG. 6 (b), the mud pump 33 is placed on the bottom plate-like sheet 42 so that its own weight or one of the If the bottom plate-like sheet is deformed into a mortar shape by acting a part, the ability to collect mud is further improved, and the transparency can be further improved.

なお、本実施形態及びその変形例においては、囲繞体6や囲繞体44における包囲幅の可変構成を襞状部で対応するように構成したが、これに代えて、囲繞体6や囲繞体44を伸縮性に富んだ材料で形成することで、上述の可変構成に追従するよう構成することも可能である。   In the embodiment and the modification thereof, the variable width configuration of the surrounding body 6 and the surrounding body 44 is configured to correspond to the collar portion, but instead, the surrounding body 6 and the surrounding body 44 are used. It is also possible to configure it to follow the above-mentioned variable configuration by forming it with a material that is rich in stretchability.

また、本実施形態では、囲繞体6の各側方縁部を膨張収縮可能な袋状縁部21でそれぞれ構成するとともに、該袋状縁部が取付具22に挿通された状態で該取付具をダム堤体3の壁面23に取り付けることにより、各側方縁部をダム堤体3の壁面23に当接させることができるように構成したが、これに代えて図5に示すように、囲繞体6の各側方縁部を折り重ね可能な襞状縁部51でそれぞれ構成し、該襞状縁部が押圧プレート52に押圧されて折り重ねられた状態となるように該押圧プレートを側面23に取り付けることで、囲繞体6の各側方縁部をダム堤体3の壁面23に当接させることができるように構成としてもよい。   Further, in the present embodiment, the side edges of the surrounding body 6 are respectively configured by the bag-like edge 21 which can be expanded and contracted, and the attachment in a state where the bag-like edge is inserted into the attachment 22 It is configured that each side edge can be brought into contact with the wall surface 23 of the dam wall 3 by attaching it to the wall surface 23 of the dam wall 3, but instead, as shown in FIG. Each side edge portion of the surrounding body 6 is configured by a foldable foldable edge portion 51, and the fold portion is pressed by the pressure plate 52 so as to be in a folded state. It is good also as composition so that each side edge of enclosure 6 can be made to contact wall surface 23 of dam embankment 3 by attaching to side 23.

押圧プレート52は、壁面23に固着される取付けブラケット54と、該取付けブラケットにヒンジを介して連結されたプレート本体53と、該プレート本体の下端に設けられた錘55とで構成することが可能であり、かかる構成によれば、錘55の自重のうち、プレート本体53に垂直な方向の分力が襞状縁部51に作用してこれを押圧するため、当接箇所における止水性が向上する。   The pressing plate 52 can be constituted by a mounting bracket 54 fixed to the wall surface 23, a plate main body 53 connected to the mounting bracket via a hinge, and a weight 55 provided at the lower end of the plate main body According to such a configuration, a component force in a direction perpendicular to the plate main body 53 acts on the brim-like edge portion 51 of the weight of the weight 55 to press the edge portion 51, thereby improving the waterproofness at the contact location. Do.

なお、上述の構成において、襞状縁部51をその折り重ね数が上方よりも下方で多くなるように構成したならば、水圧が高くなるほど折り重ね数が多くなるため、水深にかかわらず、一定の止水性を確保することが可能となる。   In the above-described configuration, if the number of folds of the ridge-like edge 51 is set to be greater at the lower side than at the upper side, the higher the water pressure, the larger the number of folds. It is possible to secure the water resistance of the

一方、囲繞体の各側方縁部と既設構造物の壁面との当接箇所における止水性確保の手段としては上述の構成に限定されるものではなく、図6に示すように、囲繞体6の各側方縁部がダム堤体3の壁面23との間に挟み込まれた状態となるように、支圧プレート61をアンカー62を用いて壁面23に固定する構成でもかまわない。   On the other hand, the means for securing waterproofness at the contact point between each side edge of the surrounding body and the wall surface of the existing structure is not limited to the above-mentioned configuration, and as shown in FIG. The bearing plate 61 may be fixed to the wall surface 23 using the anchors 62 so that each side edge portion of the support is sandwiched between the side wall portions of the dam wall 3 and the wall surface 23.

さらに言えば、囲繞体は、その各側方縁部が既設構造物の壁面に当接されていれば足りるものであって、該当接箇所で必ずしも止水性が確保されなければならないというものではなく、当接箇所から汚濁物質が漏洩したとしても、それを上回る浄化能力を浄化手段が備えるのであれば、囲繞体6の各側方縁部を膨張収縮可能な袋状縁部21や折り重ね可能な襞状縁部51で構成する必要はない。   Furthermore, it is sufficient for the surrounding body if the side edges thereof are in contact with the wall surface of the existing structure, and it is not always the case that water repellency must be secured at the contact point. Even if the polluting material leaks from the contact point, if the purification means has purification ability exceeding that, the bag-like edge 21 which can expand and shrink each side edge of the surrounding body 6 or can be folded up It does not have to be configured with a scalloped edge 51.

また、本実施形態では、囲繞体6とダム堤体3の壁面23とで囲まれた水域を水中作業領域34としたが、本発明の囲繞体は、該囲繞体単体で水中作業を行う対象範囲を取り囲む構成を排除するものではなく、図7に示しように、水平断面がロの字状をなす囲繞体6′で水中作業を行う対象範囲を取り囲み、その内側を水中作業領域としてもかまわない。   Moreover, in this embodiment, although the water area surrounded by the surrounding body 6 and the wall surface 23 of the dam embankment 3 was made into the underwater working area 34, the surrounding body of this invention is the object which performs underwater work with this surrounding body alone. The configuration surrounding the range is not excluded, and as shown in FIG. 7, the surrounding area to be subjected to the underwater work may be surrounded by a surrounding body 6 'whose horizontal cross section has a V shape, and the inside may be used as the underwater work area. Absent.

なお、かかる変形例においては、ダム堤体3の近傍ではなく、囲繞体6′が閉断面であるために、囲繞体6のようにその側方縁部をダム堤体3の壁面23に取り付ける構成を含まないという点を除き、上述の実施形態とほぼ同様であるので、その詳細な説明についてはここでは省略するが、かかる変形例においても、可動吊持部に関する変形例、水中作業を行う対象範囲が広い場合の変形例、浄化手段に関する変形例、図4を用いて説明した囲繞体の変形例その他既に述べた各変形例を任意に適用することが可能である。   In this modification, the surrounding edge 6 is attached to the wall surface 23 of the dam body 3 like the surrounding body 6 because the surrounding body 6 'is a closed cross section, not in the vicinity of the dam wall 3. The detailed description is omitted here because it is almost the same as the above-described embodiment except that the configuration is not included, but even in such a modification, a modification relating to the movable suspension portion and an underwater operation are performed. It is possible to arbitrarily apply the modification in the case where the target range is wide, the modification relating to the cleaning means, the modification of the enclosure described with reference to FIG.

また、本実施形態では、本発明の台船を一対の台船4,4で構成したが、これに代えて、図8に示すように単体の台船71で構成するとともに、台船71の周縁を越えて延びるように該台船から片持ち形式で延設された走行レール8a,8a、該走行レールの一方の端部にそれぞれ立設された柱72,72及び該各柱の頂部と走行レール8a,8aの他方の端部とをつなぐケーブル73,73で本発明の吊持架構を構成し、該走行レールに走行自在に懸架されたクレーン9,9に可動吊持部7bを掛止するように構成してもかまわない。   Further, in the present embodiment, the base ship of the present invention is configured by the pair of base ships 4 and 4. However, instead of this, as shown in FIG. Running rails 8a, 8a extending in cantilever fashion from the vessel so as to extend beyond the periphery, pillars 72, 72 respectively erected at one end of the traveling rail and the tops of the pillars, The cables 73 and 73 connecting the other ends of the traveling rails 8a and 8a constitute the suspension and supporting structure of the present invention, and the movable suspension portion 7b is hooked on the cranes 9, which are suspended movably on the traveling rails. It may be configured to stop.

ここで、浄化手段は、上述の実施形態と同様、凝集剤供給装置31、水中ミキサー32、揚泥ポンプ33及びスライム処理槽35で構成してあるとともに、凝集剤供給装置31、水中ミキサー32及びスライム処理槽35は、台船71にすべて設置した構成となっているが、図8ではこれらの設置構成を省略する。   Here, the purification means is composed of the coagulant supply device 31, the submersible mixer 32, the lift pump 33 and the slime treatment tank 35, as in the above embodiment, and the coagulant supply device 31, the submersible mixer 32 and Although the slime processing tank 35 is configured to be installed entirely in the vessel 71, the installation configuration of these is omitted in FIG.

かかる変形例においては、ダム堤体3の貯水池側側方に台船71を浮かべるとともに、吊持架構を構成する走行レール8a,8aが水中作業を行う対象範囲の上方にくるように台船71の向きを適宜調整する(ステップ101′)。   In such a modification, the base ship 71 is floated on the side of the reservoir side of the dam embankment 3, and the base ships 71 are configured such that the traveling rails 8a, 8a constituting the suspension and support structure come above the target range for underwater work. The direction of is suitably adjusted (step 101 ').

次に、囲繞体6が水中で垂設された状態となるように、囲繞体6の上縁に設けられた吊持部7a,7bを介して該囲繞体を走行レール8a,8aで吊持するとともに、囲繞体6を包囲姿勢とすることにより、対象範囲を囲繞体6で取り囲んでその内側に水中作業領域34を形成する(ステップ102)。   Next, the surrounding body 6 is suspended by the traveling rails 8a and 8a via the suspending portions 7a and 7b provided on the upper edge of the surrounding body 6 so that the surrounding body 6 is vertically installed in water. At the same time, by setting the surrounding body 6 in the surrounding posture, the target area is surrounded by the surrounding body 6, and the underwater working area 34 is formed inside thereof (step 102).

囲繞体6を包囲姿勢で吊持するにあたっては、該包囲姿勢において互いに対向する位置にある吊持部7a,7bのうち、吊持部7bを可動吊持部として、該可動吊持部を走行レール8a,8aに沿ってクレーン9,9で水平移動させることにより、互いに対向する吊持部7a,7bの離間寸法を適宜変更する。   When suspending the surrounding body 6 in the surrounding posture, of the hanging portions 7a and 7b located at positions facing each other in the surrounding posture, the hanging portion 7b is used as a movable hanging portion, and the movable hanging portion travels By moving horizontally with the cranes 9, 9 along the rails 8a, 8a, the separation dimensions of the supporting portions 7a, 7b opposed to each other are appropriately changed.

このようにすると、水中作業を行う対象範囲の大きさに合わせて囲繞体6による包囲幅を調整することができる。   In this way, the surrounding width of the surrounding body 6 can be adjusted in accordance with the size of the target range in which the underwater work is performed.

以下、上述の実施形態と同様にして、ステップ103〜106を実施するが、その内容については上述の実施形態と同様であるので、ここではその説明を省略する。   Hereinafter, although Steps 103 to 106 are performed in the same manner as the above-described embodiment, the contents thereof are the same as the above-described embodiment, and thus the description thereof is omitted here.

なお、台船を単体構成とした本変形例においても、可動吊持部に関する変形例、水中作業を行う対象範囲が広い場合の変形例、浄化手段に関する変形例、図4を用いて説明した囲繞体の変形例、図5を用いて説明した囲繞体の側方縁部の取付けに関する変形例、既設構造物に関する変形例その他既に述べた各変形例を任意に適用することが可能である。   Note that, even in the present modification in which the boat is configured as a single unit, the modification relating to the movable suspension, the modification in the case where the target range for underwater work is wide, the modification relating to the purification means, and the go described with reference to FIG. It is possible to optionally apply any of the modification of the body, the modification of the attachment of the side edge of the enclosure described with reference to FIG. 5, the modification of the existing structure, and the modifications already described.

[第2実施形態]
次に、第2実施形態に係る水質浄化システムについて説明する。なお、第1実施形態と実質的に同一の部品等については同一の符号を付してその説明を省略する。
Second Embodiment
Next, the water purification system according to the second embodiment will be described. The same reference numerals are given to parts substantially the same as those of the first embodiment, and the description thereof is omitted.

図9は、第2実施形態に係る水質浄化システムを示した全体斜視図である。同図に示すように、本実施形態に係る水質浄化システム81は、ダムの貯水池2に適用されるものであって、既設構造物としてのダム堤体3の貯水池側側方で互いに離間するように貯水池2の水面近傍に配置された一対の台船82,82と、該一対の台船の離間スペースの側方であってダム堤体3と反対の側に配置される補助台船83と、囲繞体87とを備えるとともに、一対の台船82,82及び補助台船83には、巻取り装置84,85,86をそれぞれ据え付けてあり、該巻取り装置によって囲繞体87が巻き取られ、あるいは巻き出されるようになっている。   FIG. 9 is an overall perspective view showing the water purification system according to the second embodiment. As shown to the same figure, the water purification system 81 which concerns on this embodiment is applied to the reservoir 2 of a dam, Comprising: It mutually spaces apart in the reservoir side side of the dam dike 3 as an existing structure. A pair of base ships 82, 82 disposed near the water surface of the reservoir 2 and an auxiliary base ship 83 disposed on the side opposite to the space between the pair of base ships and opposite to the dam embankment 3; And winding bodies 84, 85, 86 are respectively installed on the pair of base ships 82, 82 and the auxiliary base ship 83, and the housing body 87 is taken up by the winding apparatus. Or is supposed to be unrolled.

囲繞体87は、水平断面がコの字状となるように水面近傍から水底に向けて垂設される周壁状シートを用いて構成してあるとともに、該周壁状シートの各側方縁部を該各側方縁部がダム堤体3の側面23に当接されるように該側面にそれぞれ取り付けてある。   The surrounding body 87 is constituted by using a peripheral wall sheet hanging from the vicinity of the water surface toward the water bottom so that the horizontal cross section has a U-shape, and each side edge portion of the peripheral wall sheet is Each side edge is attached to the side face of the dam body 3 so as to abut on the side face 23.

ここで、囲繞体87を構成する周壁状シートは、その各側方縁部から一定幅だけ離間した各位置で上縁から下縁まで開閉自在とすることで3枚のシート片88,89,90に分割できるようになっているとともに、シート片88を巻取り装置84で、シート片89を巻取り装置85で、シート片90を巻取り装置86でそれぞれ同図矢印の回転方向に巻き取ることができるようになっている。   Here, three sheets 88, 89, and so on can be opened and closed from the upper edge to the lower edge at each position separated by a certain width from each side edge portion of the circumferential wall sheet constituting the surrounding body 87. The sheet piece 88 is taken up by the winding device 84, the sheet piece 89 is taken up by the winding device 85, and the sheet piece 90 is taken up by the winding device 86 in the rotational direction indicated by the arrow in FIG. It can be done.

なお、囲繞体87とダム堤体3の壁面23とで囲まれた水域が、水中作業領域34となる。   A water area surrounded by the surrounding body 87 and the wall surface 23 of the dam wall 3 is an underwater work area 34.

本実施形態に係る水質浄化システム81は図10に示すように、凝集剤供給装置31、水中ミキサー32、揚泥ポンプ33、スライム処理槽35とを備えており、同図左側の台船82に設置された凝集剤供給装置31から供給管36を介して囲繞体87で囲まれた水域、すなわち水中作業領域34に凝集剤を供給しつつ、同じく同図左側の台船82に取り付けられた水中ミキサー32で攪拌することで、水中作業領域34に浮遊する汚濁物質を凝集させ、これをフロックとして水底に沈殿させるとともに、該沈殿物を、揚泥ポンプ33及び揚泥管37を介して揚泥し、同図右側の台船82に設置されたスライム処理槽35で処理した後、上澄み水を復水管38を介して水中作業領域34に戻すことで、水中作業領域34における水位を周辺水域の水位よりも高く保持して該周辺水域からの濁水流入を防止するようになっており、全体として水中作業領域34を水質浄化する浄化手段として機能する。   As shown in FIG. 10, the water purification system 81 according to the present embodiment includes a coagulant supply device 31, an underwater mixer 32, a lift pump 33, and a slime treatment tank 35. While the flocculant is supplied from the installed flocculant supply device 31 to the water area surrounded by the surrounding body 87 through the supply pipe 36, that is, the underwater working area 34, the water attached to the boat 82 on the left side of the same figure. Stirring with the mixer 32 causes the contaminants floating in the water working area 34 to flocculate, and this is flocculated as sediment on the bottom of the water, and the sediment is pumped up through the mud pump 33 and the mud pipe 37. After processing in the slime processing tank 35 installed on the right ship 82 in the same figure, the supernatant water is returned to the underwater working area 34 via the condenser pipe 38, whereby the water level in the underwater working area 34 is increased. Of being adapted to prevent the muddy water flowing from the peripheral waters are held high than the water level, to function underwater work area 34 as a whole as purification means for water purification.

本実施形態に係る水質浄化システム81においては、ダム堤体3の水域側側方に互いに離間するように一対の台船82,82を配置するとともに、該一対の台船の離間スペースの側方であってダム堤体3と反対の側に補助台船83を配置する(ステップ101″)。   In the water purification system 81 according to the present embodiment, a pair of base ships 82, 82 are arranged to be separated from each other on the side of the water area side of the dam embankment 3, and the side of the separation space of the pair of base ships. And a support ship 83 is disposed on the side opposite to the dam levee 3 (step 101 ′ ′).

次に、一対の台船82,82及び補助台船83にそれぞれ据え付けられた各巻取り装置84,85,86から3枚のシート片88,89,90をそれぞれ巻き出しつつ、それらを下縁から上縁に向けて徐々に閉じることにより周壁状シートの形にして囲繞体87とし、その内側に水中作業領域34を形成する(ステップ102′)。   Next, while unrolling three sheet pieces 88, 89, 90 from the respective winding devices 84, 85, 86 installed respectively on the pair of base ships 82, 82 and the auxiliary base ship 83, they are taken from the lower edge By gradually closing toward the upper edge, a surrounding sheet 87 is formed into a surrounding body 87, and an underwater working area 34 is formed inside thereof (step 102 ').

なお、囲繞体87が水中でほぼ鉛直に垂設されるよう、必要に応じてその下縁に錘を取り付けておくのが望ましい。   Preferably, a weight is attached to the lower edge of the enclosure 87 as needed so that the enclosure 87 is vertically suspended vertically in water.

次に、囲繞体87の各側方縁部を該各側方縁部がダム堤体3の側面23に当接されるように該側面にそれぞれ取り付ける(ステップ103)。なお、その具体的な手順は、第1実施形態及びその変形例と同様であるので、ここではその説明を省略する。   Next, the side edges of the surrounding body 87 are attached to the side surfaces such that the side edges are in contact with the side surfaces 23 of the dam body 3 (step 103). In addition, since the specific procedure is the same as that of 1st Embodiment and its modification, the description is abbreviate | omitted here.

このようにして囲繞体87による対象範囲の包囲が完了したならば、囲繞体87で囲まれた水中作業領域34に凝集剤供給装置31から凝集剤を供給しつつ、該水中作業領域を水中ミキサー32で攪拌することで、水中作業領域34に浮遊する汚濁物質を凝集させ、これをフロックとして水底に沈殿させるとともに、該沈殿物を、揚泥ポンプ33で揚泥してスライム処理槽35で処理することにより、水中作業領域34の透視度を高くする(ステップ104)。スライム処理槽35で処理された上澄み水については、水中作業領域34に適宜戻してやればよい。   In this way, when the surrounding of the target range by the enclosure 87 is completed, the underwater working area is an underwater mixer while supplying the coagulant from the aggregating agent supply device 31 to the underwater working area 34 surrounded by the enclosure 87. Stirring at 32 aggregates the suspended matter floating in the working area 34 in the water and causes it to flocculate on the bottom of the water, and the sediment is lifted by the lifting pump 33 and treated in the slime treatment tank 35. By doing this, the transparency of the underwater working area 34 is increased (step 104). The supernatant water treated in the slime treatment tank 35 may be returned to the underwater working area 34 as appropriate.

水中作業領域34の透視度が一定以上になったならば、次に、潜水士による水中作業を開始し、中断していた場合には再開する(ステップ105)。なお、水中作業に支障がないのであれば、上述した水質浄化を行いつつ、水中作業を行うようにしてもかまわない。   If the transparency of the underwater working area 34 becomes more than a certain level, then the underwater work by the diver is started, and if interrupted, it is resumed (step 105). In addition, if there is no problem in the underwater work, the underwater work may be performed while performing the above-described water purification.

水中作業が完了したならば、囲繞体87の各側方縁部をダム堤体3の壁面23から離脱させるとともに、囲繞体87を構成する周壁状シートを回収して次の水中作業場所へと移るが、かかる回収を行うにあたっては、周壁状シートである囲繞体87をその上縁から徐々に開いて3枚のシート片88,89,90に分割しつつ、該各シート片を一対の台船82,82及び補助台船83にそれぞれ据え付けられた巻取り装置84,85,86で巻き取り、次の水中作業に備える(ステップ106′)。   When the underwater work is completed, the respective side edges of the surrounding body 87 are separated from the wall surface 23 of the dam wall 3 and the peripheral sheet constituting the surrounding body 87 is recovered for the next underwater working place. In order to carry out such recovery, the surrounding body 87, which is a circumferential wall sheet, is gradually opened from the upper edge thereof and divided into three sheet pieces 88, 89, 90 while the respective sheet pieces are paired. The ship 82, 82 and the take-up device 84, 85, 86 installed respectively on the auxiliary vessel 83 are taken up to prepare for the next underwater work (step 106 ').

以上説明したように、本実施形態に係る水質浄化システム81によれば、一対の台船82,82及び補助台船83に巻取り装置84,85,86をそれぞれ設置するとともに、囲繞体87である周壁状シートを3枚のシート片88,89,90に分割できるように構成し、シート片88を巻取り装置84で、シート片89を巻取り装置85で、シート片90を巻取り装置86でそれぞれ巻き取ることができるようにしたので、囲繞体を作業員の手で水中から引き揚げたり水中へと垂設したりする場合に比べ、きわめて短時間に囲繞体87を水中から回収し、あるいは垂設することが可能となり、次の水中作業場所へと速やかに移動することが可能となる。   As described above, according to the water purification system 81 according to the present embodiment, the winding devices 84, 85, 86 are respectively installed on the pair of base ships 82, 82 and the auxiliary base ship 83, and A peripheral wall-shaped sheet can be divided into three sheet pieces 88, 89, 90, and the sheet piece 88 is taken up by the winding device 84, the sheet piece 89 is taken up by the winding device 85, and the sheet piece 90 is taken up. As it has been made possible to take up each with 86, the surrounding body 87 is recovered from the water in a very short time as compared with the case where the surrounding body is withdrawn from the water with the operator's hand and suspended into the water, Alternatively, it can be installed vertically, and can be quickly moved to the next underwater working place.

本実施形態では、水中作業領域34の水質浄化を行う浄化手段を、凝集剤供給装置31、水中ミキサー32、揚泥ポンプ33及びスライム処理槽35で構成したが、揚泥装置としては揚泥ポンプ33に代えて、エアーリフトを用いることができるし、水質浄化方法としてそもそも凝集沈降に限定されるものではなく、希釈、ろ過、吸着といった公知の水質浄化方法から適宜選択することが可能である。   In the present embodiment, the purification means for purifying the water of the underwater working area 34 is constituted by the coagulant supply device 31, the underwater mixer 32, the pumping pump 33 and the slime treatment tank 35, but the pumping pump is a pumping pump. Instead of 33, an air lift can be used, and the method of purification of water quality is not limited to aggregation and sedimentation in the first place, and can be appropriately selected from known methods of water purification such as dilution, filtration and adsorption.

また、本実施形態では、水中作業領域34の汚濁物質をフロックの形で水底に沈殿させるようにしたが、本発明の囲繞体を図11(a)に示すように、囲繞体87に代えて、上述した第2実施形態と同様の周壁状シート、すなわち水平断面がコの字状となるように水面近傍から水底に向けて垂設されその各側方縁部から一定幅だけ離間した各位置で上縁から下縁まで開閉自在とすることで3枚のシート片88,89,90に分割できるように構成されてなる周壁状シート91と、該周壁状シートのうち、互いに対向する一対のシート片88,90の下方対向面にそれぞれ接合された形で水底の上方に配置される底版状シート92とからなる囲繞体93で構成するとともに、浄化手段については上述の実施形態と同様に周壁状シート91で囲まれた水中作業領域34に凝集剤供給装置31から凝集剤を供給しつつ水中ミキサー32で攪拌することで、水中作業領域34に浮遊する汚濁物質を凝集させるように構成する一方、揚泥ポンプ33については同図(b)に示すように、その吸引口を底版状シート92の近傍に位置決めした構成とするのが望ましい。   Further, in the present embodiment, the contaminants in the underwater working area 34 are precipitated on the bottom of the water in the form of flocks, but the enclosure of the present invention is replaced by the enclosure 87 as shown in FIG. Similar to the above-described second embodiment, each sheet is suspended from the vicinity of the water surface to the bottom of the water so that the horizontal cross section becomes a U-shape, and is separated from the respective side edges by a fixed width. And a peripheral wall-shaped sheet 91 configured to be able to be divided into three sheet pieces 88, 89, 90 by opening and closing from the upper edge to the lower edge, and a pair of the peripheral wall-like sheets facing each other. A surrounding body 93 is formed of a bottom plate-like sheet 92 disposed above the water bottom and joined to the lower opposing surfaces of the sheet pieces 88 and 90, and the cleaning means is a peripheral wall as in the above embodiment. Surrounded by a sheet of paper 91 While stirring with the submersible mixer 32 while supplying the coagulant to the middle work area 34 from the coagulant supply device 31, the polluting material floating in the water work area 34 is configured to be aggregated, while the mud pump 33 is As shown in FIG. 7B, it is desirable that the suction port be positioned in the vicinity of the bottom plate-like sheet 92.

かかる構成によれば、水中作業領域34に浮遊する汚濁物質がフロックとして底版状シート92の上に沈殿するので、これを揚泥することが可能となり、沈殿物であるフロックや該フロックの解膠物が水中に舞い上がって透視度が低下するおそれがなくなるほか、上述の第2実施形態では、水底が平坦でないために集泥性に劣る懸念があったが、本変形例によれば、底版状シート92が平坦であるために集泥性が良好となり、特に、同図(b)に示すように、底版状シート92の上に揚泥ポンプ33を載置して該揚泥ポンプの自重又はその一部を作用させることにより、該底版状シートをすり鉢状に変形させるようにすれば、集泥性がさらに向上し、透視度のさらなる向上が可能となる。   According to this configuration, since the contaminant floating in the working area 34 in the water is deposited as floc on the bottom plate-like sheet 92, it can be lifted up, and floc which is the deposit or peptization of the floc In addition to the fear that the object may fly up into the water and the fluoroscopy degree may be reduced, and in the above-mentioned second embodiment, the bottom of the water is not flat and the collecting ability may be poor. Since the sheet 92 is flat, the ability to collect mud is improved, and in particular, as shown in FIG. 6B, the pump 33 is placed on the bottom plate sheet 92 to reduce its own weight or the weight of the pump. If the bottom plate-like sheet is deformed into a mortar shape by acting a part of the bottom plate, the ability to collect mud can be further improved, and the transparency can be further improved.

また、本実施形態では、本発明をダム堤体3の貯水池2に適用した例として説明したが、本発明においては、水中作業を行う場所、作業対象、作業目的等は任意であって、海、河川、湖沼、貯水池等を水中作業場所とするとともに、港湾施設、護岸施設、堤防、ダム堤体等を作業対象とし、それらの基礎工事、仮設工事、保守点検工事などを目的とすることが可能であるし、上述した水中作業場所自体を作業対象としてその水質浄化を目的とすることも可能である。   Further, although the present invention has been described as an example in which the present invention is applied to the reservoir 2 of the dam embankment 3, in the present invention, the place where the underwater work is performed, the work target, the work purpose, and the like are arbitrary. , Rivers, lakes, reservoirs, etc., as underwater working areas, and port facilities, revetment facilities, levees, dams, etc. as work targets, and their basic construction, temporary construction, maintenance and inspection construction etc. It is possible, and it is also possible to aim at the water purification of the above-mentioned underwater working area itself as a work object.

1,81 水質浄化システム
3 ダム堤体(既設構造物)
4,71,82 台船
5 吊持架構
6,6′,44,87,93
囲繞体
7a 吊持部
7b 吊持部(可動吊持部)
8,8a 走行レール(吊持架構)
9 クレーン(駆動機構)
21 袋状縁部
22 取付具
23 壁面
31 凝集剤供給装置(浄化手段)
32 水中ミキサー(攪拌装置,浄化手段)
33 揚泥ポンプ(揚泥装置,浄化手段)
35 スライム処理槽(浄化手段)
41,91 周壁状シート
42 底版状シート
43 壁状シート部
51 襞状縁部
52 押圧プレート(押圧具)
72 柱(吊持架構)
73 ケーブル(吊持架構)
83 補助台船
84,85,86 巻取り装置
88,89,90 シート片
92 底版状シート
1,81 Water Purification System 3 Dam Embankment (existing structure)
4, 71, 82 5 vessels 5 suspension and support frame 6, 6 ', 44, 87, 93
Enclosure 7a Hanger 7b Hanger (Movable Hanger)
8, 8a Traveling rail (hanging frame)
9 Crane (Drive mechanism)
21 bag-like edge 22 fixture 23 wall surface
31 Flocculant supply device (purification means)
32 Submersible mixer (stirrer, purification means)
33 Pumping mud pump (pumping device, purification means)
35 Slime treatment tank (purification means)
41, 91 peripheral wall-like sheet 42 bottom plate-like sheet 43 wall-like sheet part 51 ridge-like edge part 52 pressing plate (pressing tool)
72 pillars (hanging frame)
73 cable (hanging frame)
83 Auxiliary support ship 84, 85, 86 Take-up device 88, 89, 90 Sheet piece 92 Bottom plate sheet

Claims (10)

水中作業を行う対象範囲の少なくとも一部を取り囲むように配置される囲繞体と該囲繞体で囲まれた水中作業領域を浄化可能な浄化手段とを備えた水質浄化システムにおいて、
水面近傍に配置される台船と、該台船の周縁を越えて延びるように該台船に設置され前記囲繞体の上縁に設けられた複数の吊持部を介して該囲繞体を吊持できるように構成された吊持架構と、前記複数の吊持部のうち、前記囲繞体が包囲姿勢で吊持された状態で互いに対向する側に位置する吊持部であって、少なくともいずれかの側の吊持部を可動吊持部として前記吊持架構に沿って水平移動させる駆動機構とを備えたことを特徴とする水質浄化システム。
In a water purification system comprising a surrounding body disposed so as to surround at least a part of a target range in which underwater work is performed, and purification means capable of purifying the underwater working area surrounded by the surrounding body,
The surrounding body is suspended via a plurality of supports disposed in the vicinity of the water surface and a plurality of suspension portions provided on the upper vessel and extending on the upper edge of the surrounding body so as to extend beyond the peripheral edge of the vessel. A hanging frame configured to be held, and a hanging portion positioned on the opposite side of the plurality of the hanging portions in a state in which the surrounding body is suspended in the surrounding posture, at least either of them What is claimed is: 1. A water purification system comprising: a driving mechanism configured to horizontally move a hanging portion on the side of the canopy as a movable holding portion along the lifting frame.
既設構造物の水域側側方に前記台船を配置するとともに前記囲繞体の各側方縁部を該各側方縁部が前記既設構造物の側面に当接されるように該側面にそれぞれ取り付けた請求項1記載の水質浄化システム。 The base ship is disposed on the side of the water area of the existing structure, and each side edge of the enclosure is placed on the side so that the side edge is in contact with the side of the existing structure. The water purification system according to claim 1 attached. 前記囲繞体を、水平断面がコの字状となるように水面近傍から水底に向けて垂設される周壁状シートと、該周壁状シートのうち、互いに対向する一対の壁状シート部の下方対向面にそれぞれ接合された形で前記水底又はその上方に配置される底版状シートとで構成し、前記浄化手段を、凝集剤供給装置と前記水中作業領域を攪拌する攪拌装置と前記水中作業領域に設置される揚泥装置とを用いて構成するとともに、該揚泥装置の吸引口を前記底版状シートの近傍に位置決めした請求項2記載の水質浄化システム。 The surrounding body sheet is provided by hanging the surrounding body from the vicinity of the water surface toward the water bottom so that the horizontal cross section is U-shaped, and the lower side of a pair of wall sheet portions facing each other. The bottom plate-like sheet disposed on the bottom of the water or above in the form of being bonded to the opposite surface, and the purification means comprises a flocculant supply device, a stirring device for stirring the underwater working area, and the underwater working area 3. A water purification system according to claim 2, wherein said water purification system is constructed by using a sand removal apparatus installed on the bottom of said bottom plate-like sheet. 前記台船を互いに離間配置される一対の台船で構成し、前記吊持架構を前記一対の台船に架け渡された走行レールで構成し、該走行レールに走行自在に懸架されたクレーンで前記駆動機構を構成するとともに該クレーンに前記可動吊持部を掛止した請求項1乃至請求項3のいずれか一記載の水質浄化システム。 The above-mentioned cruise ship is composed of a pair of cruise ships spaced apart from one another, and the above-mentioned lifting and supporting structure is composed of traveling rails bridged by the pair of sailing ships, and a crane suspended movably on the traveling rails. The water purification system according to any one of claims 1 to 3, wherein the drive mechanism is configured and the movable suspension unit is hooked on the crane. 前記台船を単体の台船で構成し、前記吊持架構を前記単体の台船から片持ち形式で延設された走行レールで構成するとともに、該走行レールに走行自在に懸架されたクレーンで前記駆動機構を構成し、該クレーンに前記可動吊持部を掛止した請求項1乃至請求項3のいずれか一記載の水質浄化システム。 The support ship is constituted by a single support ship, and the suspension and supporting structure is constituted by a traveling rail extended in a cantilever form from the single support ship, and a crane suspended for traveling on the traveling rail. The water purification system according to any one of claims 1 to 3, wherein the drive mechanism is configured, and the movable suspension unit is hooked on the crane. 水中作業を行う対象範囲の少なくとも一部を取り囲むように配置される囲繞体と該囲繞体で囲まれた水中作業領域を浄化可能な浄化手段とを備えた水質浄化システムにおいて、
既設構造物の水域側側方に互いに離間するように配置される一対の台船と、該一対の台船の離間スペースの側方であって前記既設構造物と反対の側に配置される補助台船とを備え、
前記囲繞体を、水平断面がコの字状となるように水面近傍から水底に向けて垂設される周壁状シートを用いて構成するとともに、該周壁状シートの各側方縁部を該各側方縁部が前記既設構造物の側面に当接されるように該側面にそれぞれ取り付け、該周壁状シートをその各側方縁部から一定幅だけ離間した各位置で上縁から下縁まで開閉自在とすることで3枚のシート片に分割できるように構成するとともに、該各シート片を巻取り可能な巻取り装置を前記一対の台船及び前記補助台船にそれぞれ据え付けたことを特徴とする水質浄化システム。
In a water purification system comprising a surrounding body disposed so as to surround at least a part of a target range in which underwater work is performed, and purification means capable of purifying the underwater working area surrounded by the surrounding body,
A pair of berths arranged so as to be separated from each other on the side of the water area of the existing structure and an auxiliary disposed on the side opposite to the existing structure on the side of the space between the pair of berths Equipped with a charter,
The surrounding body is constituted by using a peripheral wall sheet hanging from the vicinity of the water surface toward the bottom of the water so that the horizontal cross section is U-shaped, and each side edge portion of the peripheral wall sheet is the respective side Each side edge is attached to the side face of the existing structure so as to be in contact with the side face of the existing structure, and from the upper edge to the lower edge at each position spaced apart from the respective side edge by a fixed width While being able to divide into three sheet pieces by making it openable and closable, a winding device capable of winding each sheet piece is installed on each of the pair of base ships and the auxiliary base ship. Water purification system to be.
前記囲繞体を、前記周壁状シートと該周壁状シートのうち、互いに対向する一対のシート片の下方対向面にそれぞれ接合された形で前記水底又はその上方に配置される底版状シートとで構成し、前記浄化手段を、凝集剤供給装置と前記水中作業領域を攪拌する攪拌装置と前記水中作業領域に設置される揚泥装置とを用いて構成するとともに、該揚泥装置の吸引口を前記底版状シートの近傍に位置決めした請求項6記載の水質浄化システム。 The surrounding body is constituted of the peripheral wall sheet and the bottom plate sheet disposed on the bottom of the water or above in the form of being joined to the lower opposing surfaces of a pair of sheet pieces facing each other among the peripheral wall sheet. And the purification means comprises a coagulant supply device, a stirring device for stirring the underwater working area, and a pumping unit installed in the underwater working area, and the suction port of the pumping unit is The water purification system according to claim 6, wherein the water purification system is positioned near the bottom plate sheet. 前記囲繞体の各側方縁部を膨張収縮可能な袋状縁部でそれぞれ構成し、該袋状縁部が所定の取付具に挿通された状態で該取付具を前記側面に取り付けた請求項2、請求項3、請求項6又は請求項7記載の水質浄化システム。 Each of the side edges of the enclosure is constituted by an inflatable and contractible bag-like edge, and the fixture is attached to the side surface in a state where the bag-like edge is inserted into a predetermined fixture. The water purification system according to claim 2, claim 3, claim 6 or claim 7. 前記囲繞体の各側方縁部を折り重ね可能な襞状縁部でそれぞれ構成し、該襞状縁部が所定の押圧具に押圧されて前記側面に折り重ねられるように該押圧具を前記側面に取り付けた請求項2、請求項3、請求項6又は請求項7記載の水質浄化システム。 The side edges of the enclosure are respectively constituted by foldable hook-like edges, and the press is pressed so that the hook-like edge is pressed by a predetermined press and folded on the side surface. 8. The water purification system according to claim 2, wherein the water purification system is attached to the side surface. 前記襞状縁部を折り重ね数が上方よりも下方で多くなるように構成した請求項9記載の水質浄化システム。 10. The water purification system according to claim 9, wherein the number of folds of the ridge-like edge is greater at the lower side than at the upper side.
JP2015204135A 2015-10-15 2015-10-15 Water purification system Expired - Fee Related JP6548079B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2015204135A JP6548079B2 (en) 2015-10-15 2015-10-15 Water purification system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2015204135A JP6548079B2 (en) 2015-10-15 2015-10-15 Water purification system

Publications (2)

Publication Number Publication Date
JP2017075503A JP2017075503A (en) 2017-04-20
JP6548079B2 true JP6548079B2 (en) 2019-07-24

Family

ID=58550090

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015204135A Expired - Fee Related JP6548079B2 (en) 2015-10-15 2015-10-15 Water purification system

Country Status (1)

Country Link
JP (1) JP6548079B2 (en)

Also Published As

Publication number Publication date
JP2017075503A (en) 2017-04-20

Similar Documents

Publication Publication Date Title
US6640470B2 (en) Contaminated sediment remediation vessel
US6637135B2 (en) Contaminated sediment removal vessel
US9068313B2 (en) Systems and methods for recovering oil from water
KR20110121743A (en) Sleep oil and float removal device
US8550568B2 (en) Collecting device and a method for using same
CN202899194U (en) Main buoyancy tanks of riverway dredging engineering machinery
JP6548079B2 (en) Water purification system
JP4494320B2 (en) Underwater harmful substance removal device
JP6871552B2 (en) Closed purification method for rivers, lakes, ponds, and oceans
JP6279292B2 (en) Self-propelled heavy-duty work boat
CN202899184U (en) Bucket special for sludge
JP4214023B2 (en) Pollution diffusion prevention device
KR101550363B1 (en) Dredging apparatus
CN204626326U (en) A kind of harbour is except silt structure
JP5372194B2 (en) Opening and closing type polluted water outflow prevention method
JP4710045B2 (en) Method of sinking horizontally long bag filled with earth and sand, and horizontally long bag and hanging device for horizontally long bag
JP2005282155A (en) Water bottom deleterious material removing device
JP5522571B2 (en) Pollution diffusion prevention device
JPH09111742A (en) Contaminated water diffusion prevention membrane
JP5706256B2 (en) Dredging vessel for dredged soil and its sorting method
KR101279839B1 (en) Prevention device fo a corruption
JP2021143552A (en) Dredging device
KR101179557B1 (en) System for dredging
CN120443587A (en) A method for collecting and removing contaminated sediment based on terrain transformation
CN204644960U (en) A kind of harbour is blown and is received silt structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20180919

TRDD Decision of grant or rejection written
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20190524

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20190531

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20190613

R150 Certificate of patent or registration of utility model

Ref document number: 6548079

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

LAPS Cancellation because of no payment of annual fees