JP2002266369A - Construction method and device for dredging - Google Patents

Construction method and device for dredging

Info

Publication number
JP2002266369A
JP2002266369A JP2001063159A JP2001063159A JP2002266369A JP 2002266369 A JP2002266369 A JP 2002266369A JP 2001063159 A JP2001063159 A JP 2001063159A JP 2001063159 A JP2001063159 A JP 2001063159A JP 2002266369 A JP2002266369 A JP 2002266369A
Authority
JP
Japan
Prior art keywords
drainage
dredging
sediment
dredged
water
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.)
Pending
Application number
JP2001063159A
Other languages
Japanese (ja)
Inventor
Kenichi Mori
賢一 森
Shinji Hamada
新治 濱田
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.)
Kurimoto Ltd
Original Assignee
Kurimoto Ltd
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 Kurimoto Ltd filed Critical Kurimoto Ltd
Priority to JP2001063159A priority Critical patent/JP2002266369A/en
Publication of JP2002266369A publication Critical patent/JP2002266369A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To enhance dredging efficiency not only by making drainage, which is brought about by separating dredged sediment and water, jetted in a dredged part so as to blow up the sediment but also by making the drainage jetted reversely near a suction port for the dredged sediment so as to produce an ejection effect, and decrease as much pollution of a dredged sea area as possible by circulating the drainage without discharging the drainage on a sea bottom. SOLUTION: The sediment accumulated on the sea bottom is dredged by a suction pump 11. The dredged sediment and water are separated by a separating means 15, and the drainage brought about by separation is made to flow back by a drainage pump 17. The drainage made to flow back is pressurized by a booster pump 12 and jetted from a jet nozzle 26 near the dredged part in order to blow up the accumulated sediment. The drainage is jetted reversely from an ejection nozzle 24 provided at the center of a wrapper tube 20, so as to enhance a suction effect.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、海(港湾)、河
川、湖あるいはダム湖の底(以下、海底という)に堆積
した土砂等の吸引法により浚渫する工法および装置に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and a device for dredging soil and the like deposited on the bottom of a sea (port), river, lake or dam lake (hereinafter referred to as the sea bottom) by suction.

【0002】[0002]

【従来の技術】海底に堆積した土砂等をサクションポン
プにより浚渫(吸引方式)する工法では、海水(以下、
水という)とともに浚渫されたスラリーを土砂と水とに
分離し、土砂はさらに分級し、分離された水は海に還流
される。
2. Description of the Related Art In a method of dredging (suctioning) soil and the like deposited on the seabed by a suction pump, seawater (hereinafter, referred to as seawater) is used.
The slurry, which is dredged together with water (water), is separated into sediment and water, the sediment is further classified, and the separated water is returned to the sea.

【0003】上記土砂と水との分離は、フィルタープ
レスの如きものを用いて土砂をケーキ状に固めるもの。
スラリー(土砂と水が混在)を沈殿池に導入し、沈降
促進剤を投入して沈降分離させるもの。サイクロン方
式により土砂と水に分離するものなどがある。
[0003] Separation of earth and sand from water involves solidifying the earth and sand into a cake using a filter press or the like.
Slurry (mixed of earth and sand and water) is introduced into a sedimentation basin, and a sedimentation accelerator is added for sedimentation. Some are separated into earth and sand and water by cyclone method.

【0004】また、固・液を分離した後の水は海に還流
してきたが、単に還流するだけでは工事対象海域を汚濁
させることとなるため、還流水を海底まで誘導して、海
底の深いところで放流することも提案(特開平01−3
22030号)されている。
[0004] In addition, the water after solid / liquid separation has returned to the sea, but simply refluxing would pollute the construction target sea area. By the way, it is also proposed to discharge (Japanese Patent Laid-Open No. 01-3)
No. 22030).

【0005】また、特開2000−355253号で、
分離された排水を浚渫部まで誘導し浚渫部に向けて噴出
させるものが提案されている。
In Japanese Patent Application Laid-Open No. 2000-355253,
A method has been proposed in which separated drainage is guided to a dredging section and jetted toward the dredging section.

【0006】[0006]

【発明が解決しようとする課題】上記分離法において、
はケーキ状に固めるので、その後の処理が困難で、粒
度別に分級して再利用することは実質的に不可能であ
り、は沈殿池が必要で大きいスペースを要し、沈降促
進剤を用いるので薬剤の害が発生する心配があり、は
浚渫されてくる土砂の粒径がある程度の範囲に納まって
いるときは所望の効果が得られるが、粒径が広い範囲に
分布するときは分級は実質的に不可能となり装置の損傷
が激しく装置の保守・保全の面から実施不可能なもので
あると言っても過言ではない。
In the above separation method,
Since it is hardened into a cake, subsequent processing is difficult, and it is practically impossible to classify and recycle by particle size. There is a concern that chemical harm may occur.If the particle size of the dredged soil is within a certain range, the desired effect can be obtained, but if the particle size is distributed over a wide range, classification is practical. It is not an exaggeration to say that it is impossible to implement the system from the viewpoint of the maintenance and maintenance of the device due to severe damage to the device.

【0007】また、特開平01−322030号で提案
の、分離した水を海底深く誘導して還流させるので、一
定の効果があるとはいえ時間が経過すると汚濁海域が広
がり十分満足できるものではなかった。
Further, since the separated water is guided deeply into the seabed and refluxed as proposed in Japanese Patent Application Laid-Open No. 01-322030, the polluted sea area expands over time, although it has a certain effect, and it is not sufficiently satisfactory. Was.

【0008】また、特開2000−355253号の提
案では、排水を浚渫部に還流・噴出させるので若干の浚
渫効率の向上を期待できるが、排水の噴出によって体積
土砂が噴き上げられて周辺の汚濁が広がり、噴き上げら
れた土砂が十分に捕捉されないなどの問題を残してい
る。
Further, in the proposal of Japanese Patent Application Laid-Open No. 2000-355253, drainage is recirculated and ejected to the dredging part, so that it is possible to expect a slight improvement in dredging efficiency. It has problems such as the spread and the blown-up sediment not being captured sufficiently.

【0009】上記従来技術に鑑みこの発明は、浚渫され
た土砂・水を分離した排水を、浚渫部で噴出させて土砂
を噴き上げ、かつ、浚渫土砂の吸引口近傍で逆噴出させ
てエジェクト効果を発揮して浚渫効率を向上させるとと
もに、排水を海底で放出せず循環させることにより浚渫
海域の汚濁を可能な限り少なくする工法と装置を提供す
ることを課題とする。
In view of the above-mentioned prior art, the present invention provides an ejecting effect by ejecting drainage obtained by separating dredged soil and water from a dredging section to blow up the earth and sand, and in reverse jetting near a suction port of the dredged earth and sand. It is an object of the present invention to provide a method and an apparatus for improving dredging efficiency by reducing the pollution of a dredged sea area as much as possible by circulating drainage without discharging it to the sea floor.

【0010】[0010]

【課題を解決のための手段】上記課題を解決するために
この発明は、海、河川、湖、ダム湖の底に堆積している
土砂を、水とともに吸引手段で浚渫し、浚渫された土砂
・水を分離し、分離された排水を加圧ポンプと還流管を
介して浚渫部で還流させる浚渫工法において、上記排水
を上記吸引手段の吸引口近傍で逆噴出させるようにした
工法であり、この工法を実施するための装置として、浚
渫された土砂・水を土砂と水に分離する手段と、分離さ
れた排水を浚渫部に向けて加圧還流させる手段と、加圧
還流された排水を噴出させるラッパ管とからなる浚渫装
置であって、上記ラッパ管にエジェクターノズルと、ジ
ェットノズルとを備えてなる構成としたものである。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention provides a method of dredging sediment deposited on the bottom of the sea, river, lake, or dam lake together with water by suction means. In the dredging method in which water is separated and the separated wastewater is returned to the dredging part via a pressurizing pump and a return pipe, a method in which the drainage is ejected in the vicinity of the suction port of the suction means, As an apparatus for carrying out this method, means for separating dredged earth and water into earth and water, means for pressurizing and refluxing the separated wastewater toward the dredging part, A dredging device comprising a flapper tube to be ejected, wherein the wrapper tube is provided with an ejector nozzle and a jet nozzle.

【0011】上記のように構成するこの発明によれば、
浚渫された土砂・水が分離された後の排水は、浚渫のた
めのジェット水流として活用されるとともに、逆噴出し
てサクションポンプの作用を高めながら循環し、浚渫海
域の汚濁を最小限にくい止めるとともに浚渫効果を高め
る効果を発揮する。
According to the present invention configured as described above,
Drained water after the dredged sediment / water is separated is used as a jet stream for dredging and circulates while increasing the operation of the suction pump by reverse jetting, minimizing pollution in the dredged sea area. In addition, it has the effect of enhancing the dredging effect.

【0012】[0012]

【発明の実施の形態】次にこの発明の実施形態を図面を
参照しながら説明する。図1において、浚渫船10には
サクションポンプ11と排水の加圧ポンプ12が備えら
れ、サクションポンプ11吸引口からは吸引管13が海
底の浚渫部Gに延び、その端にラッパ管20が取り付け
られ、サクションポンプ11の吐出口からは排出管14
が延び対岸に設けられた土砂・水分離手段15(分級手
段を含む)で開口している。
Next, an embodiment of the present invention will be described with reference to the drawings. In FIG. 1, a dredge vessel 10 is provided with a suction pump 11 and a pressurizing pump 12 for drainage. A suction pipe 13 extends from a suction port of the suction pump 11 to a dredging section G on the seabed, and a trumpet pipe 20 is attached to an end thereof. And a discharge pipe 14 from the discharge port of the suction pump 11.
And is opened by sediment / water separation means 15 (including classification means) provided on the opposite shore.

【0013】対岸には土砂・水分離手段15に続いて排
水タンク16と排水ポンプ17が設置され、排水ポンプ
17の吐出口からは排水管18が浚渫船10に向けて延
び浚渫船10に備えられた加圧ポンプ12に繋がれ、加
圧ポンプの吐出口からは還流管19が延びラッパ管20
に繋がれている。
On the opposite shore, a drain tank 16 and a drain pump 17 are installed following the sediment / water separating means 15, and a drain pipe 18 extends from the discharge port of the drain pump 17 toward the dredger 10 and is provided on the dredger 10. A reflux pipe 19 is connected to the pressure pump 12 and extends from a discharge port of the pressure pump.
Is connected to

【0014】図2に示すように上記ラッパ管20の開口
部前面には保護網21が取り付けられ、後方には短管2
2を介して吸引管13(図1参照)が接続されている。
As shown in FIG. 2, a protective net 21 is attached to the front of the opening of the wrapper tube 20, and a short tube 2 is provided at the rear.
2, a suction tube 13 (see FIG. 1) is connected.

【0015】浚渫船10上の加圧ポンプ12から延びる
還流管19の管端は二分され、その片方はエジェクター
管23に接続されラッパ管20の中心に逆向きに取り付
けられたエジェクターノズル24に繋がれ、他方は環状
管25を介して四個のジェットノズル26(図3参照)
に繋がれている。
The end of the reflux pipe 19 extending from the pressurizing pump 12 on the dredger 10 is bisected, and one end is connected to an ejector nozzle 24 which is connected to an ejector pipe 23 and is attached to the center of the wrapper pipe 20 in the opposite direction. The other is provided with four jet nozzles 26 via an annular pipe 25 (see FIG. 3).
Is connected to

【0016】上記エジェクター管23と還流管19と短
管22とはブラケット27a により互いに所定の間隔を
空けて固定され、ジェットノズル26とラッパ管とはブ
ラケット27b とUボルト28により互いに固定されて
いる。
The ejector tube 23, the reflux tube 19, and the short tube 22 are fixed at a predetermined interval from each other by a bracket 27a, and the jet nozzle 26 and the trumpet tube are fixed to each other by a bracket 27b and a U-bolt 28. .

【0017】なお、上記実施形態では土砂・水分離手
段、排水タンクおよび排水ポンプは対岸に設けている
が、浚渫船に設けることもでき、このときは、排水ポン
プを省略することもできる。
In the above embodiment, the sediment / water separating means, the drainage tank and the drainage pump are provided on the opposite shore, but they may be provided on the dredger, and in this case, the drainage pump may be omitted.

【0018】次にこの発明の作用について説明する。な
お、説明にあたって排水タンクには排水が一定溜まって
いるものとする。
Next, the operation of the present invention will be described. In the description, it is assumed that a certain amount of drainage is stored in the drainage tank.

【0019】サクションポンプ11と排水ポンプ17お
よび加圧ポンプ12の運転が開始されると、排水はジェ
ットノズル26から浚渫部Gに向けて噴出し浚渫部Gの
土砂を噴き上げ、同時にサクションポンプ11の吸引力
により堆積土砂が海水とともに吸引され、このときラッ
パ管20の中心に逆向きに取り付けられたエジェクトノ
ズル24から排水が逆向きに噴出してサクションポンプ
11の吸引力を補佐し効率よく浚渫が行われる。
When the operation of the suction pump 11, the drain pump 17 and the pressurizing pump 12 is started, the drain water is ejected from the jet nozzle 26 toward the dredging section G to blow up the earth and sand of the dredging section G, and at the same time the suction pump 11 The sediment is sucked together with the seawater by the suction force, and at this time, the drainage spouts in the opposite direction from the eject nozzle 24 attached to the center of the wrapper pipe 20 in the opposite direction, assisting the suction force of the suction pump 11 and efficiently dredging. Done.

【0020】サクションポンプ11から吐出された土砂
・水は排出管14を経て土砂・水分離手段15で土砂と
水に分離され、排水は排水タンク16に溜められ、土砂
は分級機にかけられ所定の粒径に分級される。なお、分
級機は出願人が特願平10−79520号で提案したよ
うな公知のものを採用することができる。
The sediment / water discharged from the suction pump 11 is separated into sediment and water by a sediment / water separating means 15 via a discharge pipe 14, and the wastewater is stored in a drainage tank 16, and the sediment is subjected to a classifier to a predetermined size. Classified into particle sizes. A known classifier can be used as proposed by the applicant in Japanese Patent Application No. 10-79520.

【0021】[0021]

【発明の効果】以上説明したようにこの発明によれば、
サクションポンプで海底の土砂が海水とともに吸引され
るとき、排水が浚渫部分に噴出して土砂を噴き上げて浚
渫を補助し、さらに、ラッパ管の中心ではエジェクトノ
ズルにより排水が噴出して吸引力を補佐するのでサクシ
ョンポンプの機能以上の浚渫効果を発揮するとともに、
排水は、上記説明のように排出系と排水系とを循環する
ようになり浚渫海域の汚濁を最小限に抑えることが可能
となる。
As described above, according to the present invention,
When the seabed sediment is sucked together with the seawater by the suction pump, the drainage squirts into the dredging part and blows up the sediment to assist the dredging, and at the center of the wrapper pipe, the drainage spouts by the eject nozzle to assist the suction force. As well as exerting the dredging effect beyond the function of the suction pump,
The drainage circulates between the drainage system and the drainage system as described above, and it becomes possible to minimize the pollution of the dredged sea area.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明に係る浚渫系統図FIG. 1 is a diagram of a dredging system according to the present invention.

【図2】本発明で採用されるラッパ管部分の詳細図FIG. 2 is a detailed view of a wrapper tube portion employed in the present invention.

【図3】ラッパ管の左側面図FIG. 3 is a left side view of the trumpet tube.

【図4】図2のA−A矢視図FIG. 4 is a view taken in the direction of arrows AA in FIG. 2;

【符号の説明】[Explanation of symbols]

10 浚渫船 11 サクションポンプ 12 加圧ポンプ 13 吸引管 14 排出管 15 土砂・水分離手段 16 排水タンク 17 排水ポンプ 18 排水管 19 還流管 20 ラッパ管 21 保護網 22 短管 23 エジェクター管 24 エジェクトノズル 25 環状管 26 ジェットノズル 27a ,27b ブラケット 28 Uボルト DESCRIPTION OF SYMBOLS 10 Dredge ship 11 Suction pump 12 Pressure pump 13 Suction pipe 14 Drain pipe 15 Sediment / water separation means 16 Drain tank 17 Drain pump 18 Drain pipe 19 Reflux pipe 20 Wrapper pipe 21 Protection net 22 Short pipe 23 Ejector pipe 24 Eject nozzle 25 Ring Pipe 26 Jet nozzle 27a, 27b Bracket 28 U bolt

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 海、河川、湖、ダム湖の底に堆積してい
る土砂を、水とともに吸引手段で浚渫し、浚渫された土
砂・水を分離し、分離された排水を加圧ポンプと還流管
を介して浚渫部で還流させる浚渫工法において、上記排
水を上記吸引手段の吸引口近傍で逆噴出させることを特
徴とする浚渫工法。
Claims: 1. A sediment deposited on the bottom of a sea, river, lake, or dam lake is dredged together with water by suction means, and the dredged sediment / water is separated. A dredging method, wherein the drainage water is reversely ejected in the vicinity of a suction port of the suction means, in a dredging method for refluxing in a dredging section via a reflux pipe.
【請求項2】 上記加圧ポンプと還流管を介して還流さ
れる排水の一部を、浚渫部に向けて噴出させることを特
徴とする請求項1に記載の浚渫工法。
2. The dredging method according to claim 1, wherein a part of the drainage returned through the pressurizing pump and the return pipe is jetted toward a dredging part.
【請求項3】 上記分離された土砂を分級手段に投入し
て分級することを特徴とする請求項1または2に記載の
浚渫工法。
3. The dredging method according to claim 1, wherein the separated earth and sand is charged into a classification means to classify the sediment.
【請求項4】 浚渫された土砂・水を土砂と水に分離す
る手段と、分離された排水を浚渫部に向けて加圧還流さ
せる手段と、加圧還流された排水を噴出させるラッパ管
とからなる浚渫装置であって、上記ラッパ管にエジェク
ターノズルと、ジェットノズルとを備えてなる浚渫装
置。
4. Means for separating the dredged soil and water into earth and sand, means for pressurizing and refluxing the separated wastewater toward the dredging unit, and a wrapper pipe for jetting the pressurized and refluxed wastewater. A dredging device comprising: an ejector nozzle and a jet nozzle in the wrapper tube.
【請求項5】 上記土砂・水分離手段に、土砂の分級手
段を併設してなる請求項4に記載の浚渫装置。
5. The dredging apparatus according to claim 4, wherein said sediment / water separation means is provided with earth and sand classification means.
JP2001063159A 2001-03-07 2001-03-07 Construction method and device for dredging Pending JP2002266369A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001063159A JP2002266369A (en) 2001-03-07 2001-03-07 Construction method and device for dredging

Publications (1)

Publication Number Publication Date
JP2002266369A true JP2002266369A (en) 2002-09-18

Family

ID=18922194

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006097344A (en) * 2004-09-29 2006-04-13 Ishikawajima Harima Heavy Ind Co Ltd Dredging carrying device
JP2006200132A (en) * 2005-01-18 2006-08-03 Penta Ocean Constr Co Ltd Dredging device
JP2008115610A (en) * 2006-11-06 2008-05-22 Kojimagumi:Kk Dredging apparatus
JP2010163848A (en) * 2009-01-19 2010-07-29 Keisan Kogyo Kk Method and device for increasing treatment amount of sand pump for slime treatment
JP2011021478A (en) * 2010-11-05 2011-02-03 Penta Ocean Construction Co Ltd Dredge pump
GB2495287A (en) * 2011-10-03 2013-04-10 Marine Resources Exploration Internat Bv Riser system for transporting slurry from seabed to surface
KR101463223B1 (en) * 2014-02-24 2014-11-21 한국농어촌공사 Apparatus and method for removing local emission and precipitated sand of underground water excavation and geothermal heat excavation

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006097344A (en) * 2004-09-29 2006-04-13 Ishikawajima Harima Heavy Ind Co Ltd Dredging carrying device
JP4677752B2 (en) * 2004-09-29 2011-04-27 株式会社小島組 浚 渫 Conveyor
JP2006200132A (en) * 2005-01-18 2006-08-03 Penta Ocean Constr Co Ltd Dredging device
JP2008115610A (en) * 2006-11-06 2008-05-22 Kojimagumi:Kk Dredging apparatus
JP2010163848A (en) * 2009-01-19 2010-07-29 Keisan Kogyo Kk Method and device for increasing treatment amount of sand pump for slime treatment
JP2011021478A (en) * 2010-11-05 2011-02-03 Penta Ocean Construction Co Ltd Dredge pump
GB2495287A (en) * 2011-10-03 2013-04-10 Marine Resources Exploration Internat Bv Riser system for transporting slurry from seabed to surface
GB2495287B (en) * 2011-10-03 2015-03-11 Marine Resources Exploration Internat Bv A riser system for transporting a slurry from a position adjacent to the seabed to a position adjacent to the sea surface
KR101463223B1 (en) * 2014-02-24 2014-11-21 한국농어촌공사 Apparatus and method for removing local emission and precipitated sand of underground water excavation and geothermal heat excavation

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