JP3296422B2 - Dam dredging equipment - Google Patents

Dam dredging equipment

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Publication number
JP3296422B2
JP3296422B2 JP32634698A JP32634698A JP3296422B2 JP 3296422 B2 JP3296422 B2 JP 3296422B2 JP 32634698 A JP32634698 A JP 32634698A JP 32634698 A JP32634698 A JP 32634698A JP 3296422 B2 JP3296422 B2 JP 3296422B2
Authority
JP
Japan
Prior art keywords
dam
sediment
water
treatment facility
pulling
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
JP32634698A
Other languages
Japanese (ja)
Other versions
JP2000144793A (en
Inventor
長門 佐々木
Original Assignee
株式会社架設工事佐々木組
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 株式会社架設工事佐々木組 filed Critical 株式会社架設工事佐々木組
Priority to JP32634698A priority Critical patent/JP3296422B2/en
Publication of JP2000144793A publication Critical patent/JP2000144793A/en
Application granted granted Critical
Publication of JP3296422B2 publication Critical patent/JP3296422B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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】本発明は、既存のダムの水底
に堆積した土砂、樹木、落葉等を排出処理するダムの浚
渫装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a dam dredging device for discharging sediment, trees, fallen leaves and the like deposited on the water bottom of an existing dam.

【0002】[0002]

【従来の技術】一般に灌漑や発電などに使用するダムに
おいて、山間の河川を堰止めて上流側から流入する水量
を貯溜するものであるが、河川を堰止めると上流側の水
と共に、土砂、樹木、落葉等がダムの湖底に堆積するた
め、ダムの有効な貯水量が大幅に減少し、ダムの貯水能
力が低下する。このような、ダムの貯水能力を防ぐた
め、従来からダムに堆積した土砂などを排出するため、
例えば、ダムに水面にタグボートを浮かべ、このタグボ
ートに搭載した土工機械等よって水底に堆積した土砂な
どを浚渫し、これを陸上に排出していた。
2. Description of the Related Art Generally, in dams used for irrigation and power generation, etc., rivers between mountains are blocked to store the amount of water flowing in from the upstream side. As trees and defoliation accumulate on the bottom of the lake, the effective water storage capacity of the dam is greatly reduced, and the dam's storage capacity is reduced. To prevent such dams from storing water, to discharge sediment, etc., that had accumulated on the dams,
For example, a tugboat is floated on the water surface of a dam, and earth and sand deposited on the water bottom are dredged by an earth-moving machine mounted on the tugboat and discharged to the land.

【0003】しかし、発電用、灌漑用、治水用などの目
的で使用されるダムの多くは山間の辺鄙な場所に建設さ
れ、水底の堆積物を浚渫するタグボートをダムまで運搬
することは極めて困難である。また、浚渫した堆積物
は、例えばダム付近の空閑地などに廃棄物として処分し
ているが、この方法では堆積物の処分に限度があるとと
もに環境保全の面でも問題がある。
[0003] However, many dams used for power generation, irrigation, flood control and the like are constructed in remote places between mountains, and it is extremely difficult to transport a tugboat for dredging sediment at the bottom of the water to the dam. It is. In addition, the dredged sediment is disposed of as waste, for example, in a vacant lot near a dam. However, this method has a limit in the disposal of the sediment and has a problem in terms of environmental conservation.

【0004】本発明は、このような問題を解決して、浚
渫機材の搬送が容易であるとともに、堆積物を有効資源
として再利用可能なダムの浚渫装置を提供することを目
的とする。
[0004] It is an object of the present invention to provide a dredging device for a dam that solves such problems and that facilitates the transport of dredging equipment and that can reuse sediment as an effective resource.

【0005】[0005]

【課題を解決するための手段】本発明の請求項1記載の
ダムの浚渫装置は、ダムの水底に堆積する堆積物を引き
上げる引上げ手段と、この引上げ手段で引き上げた堆積
物を陸上に搬送する搬送手段と、この搬送手段によって
搬送された堆積物を収容する収容部と、この収容部に隣
接して前記堆積物を水と共に流入させて前記堆積物を沈
殿分離させる第1処理施設と、この第1処理施設と隣接
して該第1処理施設から送られる水を濾過して前記ダム
に還流させる第2処理施設とを具備したものである。
According to a first aspect of the present invention, there is provided a dredging apparatus for a dam, wherein the sediment deposited on the bottom of the dam is pulled up, and the sediment pulled up by the lifting means is transported to land. Transport means, a storage section for storing the sediment transported by the transport means, a first treatment facility adjacent to the storage section for flowing the sediment together with water to precipitate and separate the sediment, A second treatment facility adjacent to the first treatment facility, for filtering water sent from the first treatment facility and returning the filtered water to the dam.

【0006】上記構成により、引上げ手段で引き上げた
堆積物は、搬送手段により収容部に搬送され、この収容
部に送られる堆積物が水と共に第1処理施設へと流入す
る。ここで収容部から送り出される堆積物は、水の流れ
によって比重の重い砂利、砂、土、腐葉土に分離して第
1処理施設の底部に堆積する。このように分離して第1
処理施設の底部に溜まった砂利、砂、土、流木や落葉な
どの腐葉土は、回収され資源として再利用される。ま
た、第1処理施設内に流入するダムの水は第2処理施設
によって濾過され、浄水した水を再びダムに還流するこ
とで、ダムの水質も改善される。
[0006] With the above structure, the sediment pulled up by the pulling means is conveyed to the accommodating section by the conveying means, and the sediment sent to the accommodating section flows into the first processing facility together with the water. Here, the sediment sent out from the storage part is separated into heavy gravel, sand, soil, and mulch by the flow of water, and is deposited on the bottom of the first treatment facility. In this way, the first
Gravel, sand, soil, humus such as driftwood and litter collected at the bottom of the treatment facility are collected and reused as resources. Further, the water of the dam flowing into the first treatment facility is filtered by the second treatment facility, and the purified water is returned to the dam again, so that the water quality of the dam is also improved.

【0007】また、本発明の請求項2記載のダムの浚渫
装置は、請求項1記載のダムの浚渫装置において、前記
引上げ手段をダムの水面上に浮かべるフロートに搭載し
たものである。これにより、交通の不便な山間部にタグ
ボートなどの大型の船舶をトッラク輸送する必要がな
く、浚渫現場で引上げ手段を簡単に組み立てることがで
きる。
According to a second aspect of the present invention, there is provided a dredging device for a dam according to the first aspect, wherein the lifting means is mounted on a float floating on the water surface of the dam. Accordingly, there is no need to transport large vessels such as tug boats to mountainous areas where traffic is inconvenient, and the lifting means can be easily assembled at the dredging site.

【0008】[0008]

【発明の実施形態】以下、本発明の一実施例を添付図面
を参照して説明する。図1は本実施形態の概略を示す説
明図であり、同図において1は堤体1Aで堰止めたダム
Dの湖底に堆積する堆積物Sの引上げ手段であり、ダム
の水面に浮かべるフロート2と、このフロート2上に積
載するバケットなどの土木用掘削装置3とで構成されて
いる。この引上げ手段1で引き上げた堆積物Sは、ダム
の水面に浮かべた排出用フロート5に排出し、この排出
用フロート5から陸上に掛け渡した搬送手段としてのコ
ンベア7によって陸地に設けた収容部たるストックヤー
ド8に搬送される。このストックヤード8内の堆積物S
は連通路9を通ってストックヤード8に隣接する第1処
理施設10に排出される。そして、第1処理施設10には前
記連通路9と近接して前記ダムDで貯水した水を供給す
る給水パイプ12が接続され、前記ストックヤード8から
送り出される堆積物Sを給水パイプ12から供給されるダ
ムDの水Wと共に流入させることによって堆積物Sは、
その比重によって上流側から順次、砂利A、砂B、土
C、腐葉土Dに分離して第1処理施設10の底部に堆積す
る。また、第1処理施設10の下流側には第1処理施設10
内の水を濾過する濾過装置15と活水処理施設16とを備え
た第2処理施設17が設けられ、この第2処理施設17で浄
水した水はダムDの下流側に還流される。なお、前記掘
削装置3を搭載するフロート2と排出用フロート5は複
数に分割され、浚渫現場で組み立てて一体化する。ま
た、これらフロート2,5は図示しないがスクリュウな
どの船外機が取り付けられ、水面上を移動することがで
きるようになっている。
An embodiment of the present invention will be described below with reference to the accompanying drawings. FIG. 1 is an explanatory view showing an outline of the present embodiment. In FIG. 1, reference numeral 1 denotes a means for pulling up a sediment S deposited on a lake bottom of a dam D damped by a bank 1A, and a float 2 floating on the surface of the dam. And a civil engineering excavator 3 such as a bucket loaded on the float 2. The sediment S picked up by the pulling means 1 is discharged to a discharge float 5 floating on the water surface of the dam, and a storage unit provided on land by a conveyor 7 serving as a transporting means extending from the discharge float 5 to the land. It is transported to the stock yard 8. Sediment S in this stockyard 8
Is discharged to the first treatment facility 10 adjacent to the stockyard 8 through the communication passage 9. A water supply pipe 12 for supplying water stored in the dam D is connected to the first treatment facility 10 in proximity to the communication passage 9, and supplies the sediment S sent from the stockyard 8 from the water supply pipe 12. The sediment S is made to flow together with the water W of the dam D
Gravel A, sand B, soil C, and mulch D are sequentially separated from the upstream side according to the specific gravity and deposited on the bottom of the first treatment facility 10. The first processing facility 10 is located downstream of the first processing facility 10.
A second treatment facility 17 including a filtration device 15 for filtering the water inside and an active water treatment facility 16 is provided, and the water purified in the second treatment facility 17 is returned to the downstream side of the dam D. The float 2 on which the excavator 3 is mounted and the float 5 for discharge are divided into a plurality of parts and assembled and integrated at a dredging site. Although not shown, these floats 2 and 5 are provided with an outboard motor such as a screw so that they can move on the water surface.

【0009】以上のように構成される本実施形態のダム
の浚渫装置は、ダムDの湖底に堆積する粒径の大きい砂
利、粒径の小さい汚泥や落葉、樹木などを含む堆積物S
をフロート2上に積載する土木用掘削装置3で掘削し、
これを一旦、排出用フロート5に積み上げてコンベア7
によってストックヤード8に搬送する。このストックヤ
ード8内の堆積物Sは連通路9を通って第1処理施設10
に搬出されるが、第1処理施設10には前記連通路9と近
接して前記ダムDと連通する給水パイプ12が接続され、
前記ストックヤード8から送り出される堆積物Sと給水
パイプ12から供給されるダムDの水Wとを第1処理施設
10へと流入させることによって、ストックヤード8から
送り出される堆積物Sは、堆積物Sの比重の相違によっ
て砂利A、砂B、土C、腐葉土Dに沈殿分離して第1処
理施設10の底部に堆積する。このように分離して第1処
理施設10の底部に溜まった砂利A、砂B、土C、流木や
落葉などの腐葉土Dを回収し、砂利A、砂Bなどは建設
資材、土Cは土壌改良資材、腐葉土Dは農業、園芸用の
肥料などとして再利用することができる。さらに、第1
処理施設10内に流入するダムDの水は濾過装置15と活水
処理施設16を経て浄水され、再びダムDに還流される。
したがって、処理した堆積物Sを分離して回収すること
によって有効資源として再利用することができる。しか
も、ダムDで堰止めた水の一部を流入させて、ダムDの
堆積物Sを分離することから合理的であるとともに、第
1処理施設10に流入させたダムDの水は第2処理施設17
によって浄水され、ダムDに還流させることによって水
質も改善され、環境保全にも貢献する。さらに、掘削装
置3と、コンベア7とをフロート2,5に搭載した水面
に浮かべたことにより、浚渫現場でこれらフロート2,
5を組み立て、これらフロート2,5に掘削装置3と、
コンベア7を据え付けたことによって、交通の不便な山
間部にタグボートなどの大型の船舶をトッラク輸送する
必要もない。
[0009] The dam dredging apparatus of the present embodiment configured as described above has a sediment S containing large-sized gravel, small-sized sludge and litter, trees, etc., deposited on the lake bottom of the dam D.
Is excavated by the civil engineering excavator 3 loaded on the float 2,
This is temporarily piled up on the discharge float 5 and the conveyor 7
To the stockyard 8. The sediment S in the stockyard 8 passes through the communication passage 9 to the first treatment facility 10.
The first treatment facility 10 is connected to a water supply pipe 12 which is close to the communication passage 9 and communicates with the dam D.
The sediment S sent from the stock yard 8 and the water W of the dam D supplied from the water supply pipe 12 are treated in the first treatment facility
The sediment S sent out from the stockyard 8 is separated into gravel A, sand B, soil C and mulch D by the difference in the specific gravity of the sediment S by flowing the sediment S into the bottom 10 of the first treatment facility 10. Deposited on Gravel A, sand B, soil C, humus D such as driftwood and deciduous soil collected at the bottom of the first treatment facility 10 after being separated in this way are collected. Gravel A, sand B, etc. are construction materials, and soil C is soil. The improved material, humus D, can be reused as fertilizer for agriculture and horticulture. Furthermore, the first
The water of the dam D flowing into the treatment facility 10 is purified through the filtration device 15 and the active water treatment facility 16, and is returned to the dam D again.
Therefore, by separating and recovering the treated sediment S, it can be reused as an effective resource. Moreover, it is reasonable to separate part of the sediment S of the dam D by flowing a part of the water blocked by the dam D, and the water of the dam D flowing into the first treatment facility 10 is Processing facility 17
The water quality is improved by returning the water to Dam D, which contributes to environmental conservation. Furthermore, by floating the excavator 3 and the conveyor 7 on the water surface mounted on the floats 2, 5, these floats 2,
5. Assemble these floats 2, 5 with the drilling rig 3,
By installing the conveyor 7, there is no need to transport large vessels such as tug boats to mountainous areas where traffic is inconvenient.

【0010】以上、本発明のダムの浚渫装置を詳述した
が、本発明は前記実施例に限定されるものではなく、本
発明の要旨の範囲内で種々の変形実施が可能となる。例
えば、前記実施例では掘削装置3によって堆積物を引き
上げた例を示したが、ポンプによって堆積物を吸引して
もよい。さらに、搬出装置としてはコンベアに限らず、
コンプレッサなどによってストックヤードに圧送するよ
うに構成してもよい。
Although the dam dredging device of the present invention has been described in detail above, the present invention is not limited to the above embodiment, and various modifications can be made within the scope of the present invention. For example, in the above-described embodiment, an example in which the sediment is pulled up by the excavator 3 is shown, but the sediment may be sucked by a pump. Furthermore, the unloading device is not limited to a conveyor,
You may comprise so that it may be pressure-fed to a stockyard by a compressor etc.

【0011】[0011]

【発明の効果】本発明の請求項1記載のダムの浚渫装置
によれば、ダムの水底に堆積する堆積物を引き上げる引
上げ手段と、この引上げ手段で引き上げた堆積物を陸上
に搬送する搬送手段と、この搬送手段によって搬送され
た堆積物を受け入れるストックヤードと、このストック
ヤードに隣接して前記堆積物を前記ダムの水と共に流入
させて前記堆積物を砂利、砂、泥、腐葉土などに沈殿分
離させる第1処理施設と、この第1処理施設と隣接して
該第1処理施設から送られる水を濾過して前記ダムに還
流させる第2処理施設とを具備したことにより、第1処
理施設の底部に溜まった砂利、砂、土、腐葉土を回収
し、資源として再利用することができるとともに、第1
処理施設に流入したダムの水を第2処理施設で浄水して
再びダムに還流させることによってダムの水質改善にも
寄与し、環境保全にも貢献することができる。
According to the dredging device for a dam according to the first aspect of the present invention, pulling means for pulling up sediment deposited on the water bottom of the dam, and conveying means for conveying the sediment picked up by the pulling means to land. And a stock yard for receiving the sediment conveyed by the conveying means, and flowing the sediment together with the water of the dam adjacent to the stock yard to settle the sediment on gravel, sand, mud, mulch, etc. A first treatment facility having a first treatment facility for separation and a second treatment facility adjacent to the first treatment facility for filtering water sent from the first treatment facility and returning the filtered water to the dam; Gravel, sand, soil, and humus collected at the bottom of the can be collected and reused as resources.
By purifying the water of the dam that has flowed into the treatment facility in the second treatment facility and returning it to the dam again, it can contribute to improving the water quality of the dam and also contribute to environmental conservation.

【0012】また、本発明の請求項2記載のダムの浚渫
装置によれば、請求項1記載のダムの浚渫装置におい
て、前記引上げ手段をダムの水面上に浮かべるフロート
に搭載したことにより、交通の不便な山間部にタグボー
トなどの大型の船舶をトッラク輸送する必要がなく、浚
渫現場で引上げ手段を簡単に組み立てることができる。
According to a second aspect of the present invention, there is provided a dredging apparatus for a dam according to the first aspect, wherein the lifting means is mounted on a float floating on the water surface of the dam. There is no need to transport large vessels such as tugboats to the inconvenient mountainous areas easily, and the lifting means can be easily assembled at the dredging site.

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

【図1】本発明の一実施例の概略を示す説明図である。FIG. 1 is an explanatory view schematically showing an embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 引上げ手段 2 フロート 3 掘削装置 7 コンベア 8 ストックヤード(収容部) 10 第1処理施設 15 濾過装置 17 第2処理施設 W 堆積物 DESCRIPTION OF SYMBOLS 1 Pulling means 2 Float 3 Excavator 7 Conveyor 8 Stockyard (accommodation part) 10 First treatment facility 15 Filtration device 17 Second treatment facility W Sediment

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E02F 3/94 E02F 7/00 ──────────────────────────────────────────────────続 き Continuation of front page (58) Field surveyed (Int.Cl. 7 , DB name) E02F 3/94 E02F 7/00

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 ダムの水底に堆積する堆積物を引き上げ
る引上げ手段と、この引上げ手段で引き上げた堆積物を
陸上に搬送する搬送手段と、この搬送手段によって搬送
された堆積物を収容する収容部と、この収容部に隣接し
て前記堆積物を水と共に流入させて前記堆積物を沈殿分
離させる第1処理施設と、この第1処理施設と隣接して
該第1処理施設から送られる水を濾過して前記ダムに還
流させる第2処理施設とを具備したことを特徴とするダ
ムの浚渫装置。
1. A pulling means for pulling up sediment deposited on the water bottom of a dam, a conveying means for conveying the sediment picked up by the pulling means on land, and a storage unit for storing the sediment conveyed by the conveying means. And a first treatment facility adjacent to the storage section for causing the sediment to flow in with water and sedimenting and separating the sediment; and a water sent from the first treatment facility adjacent to the first treatment facility. And a second treatment facility for filtering and returning the filtered water to the dam.
【請求項2】 前記引上げ手段をダムの水面上に浮かべ
るフロートに搭載したことを特徴とする請求項1記載の
ダムの浚渫装置。
2. The dam dredging device according to claim 1, wherein said lifting means is mounted on a float floating on the water surface of the dam.
JP32634698A 1998-11-17 1998-11-17 Dam dredging equipment Expired - Fee Related JP3296422B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32634698A JP3296422B2 (en) 1998-11-17 1998-11-17 Dam dredging equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32634698A JP3296422B2 (en) 1998-11-17 1998-11-17 Dam dredging equipment

Publications (2)

Publication Number Publication Date
JP2000144793A JP2000144793A (en) 2000-05-26
JP3296422B2 true JP3296422B2 (en) 2002-07-02

Family

ID=18186769

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32634698A Expired - Fee Related JP3296422B2 (en) 1998-11-17 1998-11-17 Dam dredging equipment

Country Status (1)

Country Link
JP (1) JP3296422B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4398270B2 (en) * 2004-02-03 2010-01-13 新日鉄エンジニアリング株式会社 Method and apparatus for treating organic soil containing plant fiber

Also Published As

Publication number Publication date
JP2000144793A (en) 2000-05-26

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