JPH08302653A - Weir for timber sent afloat down river - Google Patents
Weir for timber sent afloat down riverInfo
- Publication number
- JPH08302653A JPH08302653A JP12566195A JP12566195A JPH08302653A JP H08302653 A JPH08302653 A JP H08302653A JP 12566195 A JP12566195 A JP 12566195A JP 12566195 A JP12566195 A JP 12566195A JP H08302653 A JPH08302653 A JP H08302653A
- Authority
- JP
- Japan
- Prior art keywords
- weir
- river
- driftwood
- timbers
- afloat
- 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.)
- Granted
Links
Landscapes
- Revetment (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は河川等における流木の被
害を防止するための流木堰に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a driftwood weir for preventing damage to driftwood in rivers and the like.
【0002】[0002]
【従来の技術】従来、土石流のための堰、砂防ダムがあ
った。砂防ダムは特に砂れきの移動の激しいところに作
り、上流側に砂れきを堆積させて河床をゆるやかな勾配
で安定させる必要上、その構造は、洪水が主ダムの上を
越して水通しから流れ、下流側の洗掘を防ぐために副ダ
ムを設けるようにしていた。そして急勾配の渓流ではあ
まり高くない砂防ダムを階段状に多数設けて、川全体を
落ち着かせるようにしていた。2. Description of the Related Art Conventionally, weirs and erosion control dams have been used for debris flow. Sabo dams should be built especially where gravel movement is strong, and it is necessary to deposit gravel on the upstream side to stabilize the riverbed at a gentle gradient. A secondary dam was set up to prevent scouring on the downstream side. In addition, many erosion control dams, which are not so expensive in a steep mountain stream, were installed in a staircase pattern to calm the entire river.
【0003】[0003]
【発明が解決しようとする課題】しかし上記従来の堰や
砂防ダムには次のような欠点があった。 (イ) 従来の堰や砂防ダムはいずれも土石流のための
ものであり、流木については有効な構造ではない。 (ロ) 流木は増水時に発生するため、従来の堰や砂防
ダムでは流木はその上を通過してしまうという難点があ
った。この流木の通過に伴い、橋脚等に流木がひっかか
り、増水し、より一層大きな被害になるということがあ
った。However, the above-mentioned conventional weirs and erosion control dams have the following drawbacks. (B) Conventional dams and erosion control dams are for debris flow, and are not effective structures for driftwood. (B) Driftwood occurs when the water level rises, so the conventional weirs and sabo dams had the drawback that the driftwood would pass over it. With the passage of this driftwood, there were cases where driftwood caught on the piers, etc., causing an increase in water and even greater damage.
【0004】本発明は、上記の点に鑑みてなされたもの
でその目的とするところは、流木を堰で通過させること
なく、その堰の近傍に設けた貯木池に流水を利用して効
率よく収集し、流木により被害を未然に防止できるを流
木堰を一般に提供することにある。The present invention has been made in view of the above points, and an object of the present invention is to efficiently use running water in a storage pond provided in the vicinity of the weir without passing the driftwood by the weir. It is to provide driftwood weirs to the public to collect and prevent damage from driftwood.
【0005】[0005]
【課題を解決するための手段】本発明に係る流木堰は、
河川の流れ方向に配向した本体堰(1)の櫛歯状の構成
片(1a)を川幅に対し所定間隔をおいて順次斜め下方
にずらして設置し、該構成片(1a)のうち川下側終端
に位置する構成片(1a)は川幅に沿った長めの側壁体
(1b)に形成し、かつ川下側終端に位置する構成片
(1a)側の堤防を外側に拡張して貯木池(5)を形成
し、該貯木池(5)に流木を堰留める貯木堰(6)は所
定間隔をおいて設置した櫛歯状の構成部材(6a)にて
形成したものである。Means for Solving the Problems The driftwood weir according to the present invention is
Comb-shaped component pieces (1a) of the main body weir (1) oriented in the flow direction of the river are installed at predetermined intervals with respect to the river width, and are sequentially shifted downward, and the downstream side of the component pieces (1a). The component piece (1a) located at the terminal end is formed on the long side wall body (1b) along the river width, and the embankment on the component piece (1a) side located at the downstream end is expanded to the outside and the reservoir (5 ) Is formed, and the storage tree weir (6) for retaining driftwood in the storage reservoir (5) is formed by comb tooth-shaped components (6a) installed at predetermined intervals.
【0006】[0006]
【作用】増水により発生した流木は、本体堰(1)にお
いて、川幅に対し所定間隔をおいて順次斜め下方にずら
して設置された櫛歯状の構成片(1a)に当たり案内さ
れながら、かつその河川の流水を利用して流木を本流よ
り貯木池(5)に取り込むことができる。本流の水は構
成片(1a)間を等って下流に流れる。貯木池(5)に
は下流部に貯木堰(6)が設けられているために、流木
のみを留め、余分な水は貯木堰(6)により、本流に流
れる。したがって、本流にある流木は貯木池(5)に円
滑に取り込むことができ、流木の被害を未然に防止する
ことができ、流木の処理についても貯木池(5)の一か
所に集めることができ、その後の処理も容易となる。In the main weir (1), the driftwood generated by the increase in water is guided by the comb-teeth-shaped component pieces (1a) which are sequentially installed at predetermined intervals with respect to the river width and are slanted downwardly. Driftwood can be taken from the main stream into the storage pond (5) using the running water of the river. The mainstream water flows downstream, evenly between the constituent pieces (1a). Since the reservoir (5) is provided with a storage weir (6) in the downstream portion, only driftwood is retained, and excess water flows into the main stream by the storage weir (6). Therefore, the driftwood in the main stream can be smoothly taken into the storage pond (5), damage to the driftwood can be prevented, and the processing of the driftwood can be collected in one place in the storage pond (5). It is possible and the subsequent processing becomes easy.
【0007】[0007]
【実施例】以下、本発明の一実施例を図面により具体的
に説明する。本体堰(1)は河川の流れに対し流木が貯
木池(5)に流れるように斜めに、また流水は下流に通
り抜けるように設ける。すなわち、本体堰(1)を構成
する構成片(1a)は飛び石状に配置し、各構成片(1
a)が順次斜め下方にずれるようにして設置される。各
構成片(1a)の上流側先端部は水等の抵抗を少なくす
るために湾曲状に形成する。櫛歯状の構成片(1a)を
川幅に対し所定間隔をおいて順次斜め下方にずらして設
置することとしたのは、増水により発生した流木が構成
片(1a)に当たり該構成片(1a)に案内され、河川
の流水を利用して本流より後述する貯木池(5)に円滑
取り込むようにするためである。その流木の貯木池
(5)へ流れる経路方向を矢印(3)で示す。そして、
河川の本流の水は矢印(2)で示すように構成片(1
a)間を通って下流側へと流れる。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be specifically described below with reference to the drawings. The main weir (1) is provided obliquely to the flow of the river so that the driftwood flows into the storage pond (5), and the running water passes downstream. That is, the component pieces (1a) constituting the main body weir (1) are arranged in a stepping stone shape, and each component piece (1a)
a) are installed so that they are sequentially shifted obliquely downward. The upstream end of each component (1a) is formed in a curved shape in order to reduce the resistance of water or the like. The comb-shaped component pieces (1a) are arranged at predetermined intervals with respect to the river width so as to be sequentially slanted downward. The reason is that the driftwood generated by increasing water hits the component pieces (1a). It is for the purpose of being smoothly introduced into the storage pond (5) described later from the main stream by utilizing the flowing water of the river. An arrow (3) indicates a route direction of the driftwood reservoir (5). And
Water in the main stream of the river is divided into pieces (1
Flows to the downstream side through a).
【0008】構成片(1a)のうち川下側終端に位置す
る構成片(1a)は川幅に沿った長めの側壁体(1b)
に形成する。この側壁体(1b)と対応する外側位置に
は堤防を外側に拡張して貯木池(5)を形成する。そし
て、貯木池(5)には流木を堰留め、かつ余分な水は本
流の下流側に流れるように貯木堰(6)を設置する。こ
の貯木堰(6)は所定間隔をおいて設置した櫛歯状(飛
び石状)の構成部材(6a)にて形成する。Among the component pieces (1a), the component piece (1a) located at the downstream end is a long side wall body (1b) along the river width.
To form. At the outer position corresponding to the side wall body (1b), the bank is extended outward to form a storage pond (5). Then, a driftwood is blocked in the storage reservoir (5), and a storage weir (6) is installed so that excess water flows to the downstream side of the main stream. The storage weir (6) is formed by comb-like (stepping stone) constituent members (6a) installed at a predetermined interval.
【0009】上記構造の流木堰の使用により、流木が本
体堰(1)に流水の力で当たり、斜めに配列されている
本体堰(1)に沿って流水と一緒に貯木池(5)に運ば
れ、流木は貯木堰(6)に堰留られ貯木池(5)に留ま
り、余分な流水は、矢印(4)により、河川の本流に返
される。Due to the use of the driftwood weir having the above structure, the driftwood hits the main body weir (1) by the force of the running water, and along the main weirs (1) arranged obliquely, the driftwood flows into the reservoir (5) together with the running water. The carried driftwood is retained in the storage weir (6) and stays in the storage pond (5), and excess running water is returned to the main stream of the river by the arrow (4).
【0010】[0010]
【発明の効果】本発明の流木堰は上記の説明から判るよ
うに、河川の流れ方向に配向した本体堰(1)の櫛歯状
の構成片(1a)を川幅に対し所定間隔をおいて順次斜
め下方にずらして設置し、該構成片(1a)のうち川下
側終端に位置する構成片(1a)は川幅に沿った長めの
側壁体(1b)に形成し、かつ川下側終端に位置する構
成片(1a)側の堤防を外側に拡張して貯木池(5)を
形成し、該貯木池(5)に流木を堰留める貯木堰(6)
は所定間隔をおいて設置した櫛歯状の構成部材(6a)
にて形成したので、従来のように流木を堰で通過させる
といったことがなくなり、その結果、橋脚等に流木が引
っ掛かる等の被害が解消される。As can be seen from the above description, the driftwood weir of the present invention has the comb-teeth-shaped constituent pieces (1a) of the main weir (1) oriented in the flow direction of the river at a predetermined interval with respect to the river width. The component pieces (1a) located at the downstream end of the component pieces (1a) are sequentially shifted diagonally downward, and the component piece (1a) located at the downstream end is formed on the long side wall body (1b) along the river width and located at the downstream end. Reservoir weir (6) which expands the embankment on the side of the component piece (1a) to form a reservoir tree (5) and blocks driftwood in the reservoir reservoir (5)
Is a comb-shaped component (6a) installed at a predetermined interval
Since it is formed by the method, there is no need to pass the driftwood through the weir as in the past, and as a result, damage such as the driftwood being caught on the piers is eliminated.
【0011】また流木は川幅に対し所定間隔をおいて順
次斜め下方にずらして設置された櫛歯状の構成片(1
a)に当たり案内されながら、かつその河川の流水を利
用して流木を本流より貯木池(5)に円滑に取り込むこ
とができる。本流の水は構成片(1a)間を等って下流
に流れることとなる。貯木池(5)には下流部に貯木堰
(6)が設けられているために、流木のみを留め、余分
な水は貯木堰(6)により、本流に流れる。したがっ
て、本流にある流木は貯木池(5)に円滑に取り込むこ
とができ、流木の被害を未然に防止することができ、流
木の処理についても貯木池(5)の一か所に集めること
ができ、その後の処理も容易となる。Further, the driftwood is a comb-tooth-shaped component piece (1
While being guided by a), the driftwater can be smoothly taken into the storage pond (5) from the main stream by utilizing the running water of the river. The mainstream water will flow downstream between the constituent pieces (1a) and the like. Since the reservoir (5) is provided with a storage weir (6) in the downstream portion, only driftwood is retained, and excess water flows into the main stream by the storage weir (6). Therefore, the driftwood in the mainstream can be smoothly taken into the storage pond (5), damage to the driftwood can be prevented, and the processing of driftwood can be collected in one place in the storage pond (5). It is possible and the subsequent processing becomes easy.
【図1】本発明の一実施例を示す概略平面図である。FIG. 1 is a schematic plan view showing an embodiment of the present invention.
1 本体堰 1a 構成片 1b 側壁体 2 河川の本流の流れ方向の矢印 3 流木の貯木池までの経路の矢印 4 流木と一緒に流れる流水経路の矢印 5 貯木池 6 貯木堰 6a 構成部材 1 main weir 1a constituent piece 1b side wall 2 arrow of flow direction of main stream of river 3 arrow of path to reservoir of driftwood 4 arrow of running water route with driftwood 5 reservoir 6 reservoir of weir 6a constituent members
Claims (1)
の櫛歯状の構成片(1a)を川幅に対し所定間隔をおい
て順次斜め下方にずらして設置し、該構成片(1a)の
うち川下側終端に位置する構成片(1a)は川幅に沿っ
た長めの側壁体(1b)に形成し、かつ川下側終端に位
置する構成片(1a)側の堤防を外側に拡張して貯木池
(5)を形成し、該貯木池(5)に流木を堰留める貯木
堰(6)は所定間隔をおいて設置した櫛歯状の構成部材
(6a)にて形成したことを特徴とする流木堰。1. Main body weir (1) oriented in the flow direction of a river
The comb-tooth-shaped component pieces (1a) are sequentially installed diagonally downward with respect to the river width, and the component piece (1a) located at the downstream end of the component pieces (1a) has the river width. It is formed on the long side wall body (1b) along the side wall, and the embankment on the side of the component piece (1a) located at the downstream end is expanded outward to form a storage pond (5), and the storage pond (5) is formed on the storage pond (5). The storage tree weir (6) for retaining the driftwood is formed of comb-shaped constituent members (6a) installed at predetermined intervals.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12566195A JP2764798B2 (en) | 1995-04-27 | 1995-04-27 | Driftwood weir |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12566195A JP2764798B2 (en) | 1995-04-27 | 1995-04-27 | Driftwood weir |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH08302653A true JPH08302653A (en) | 1996-11-19 |
JP2764798B2 JP2764798B2 (en) | 1998-06-11 |
Family
ID=14915534
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12566195A Expired - Fee Related JP2764798B2 (en) | 1995-04-27 | 1995-04-27 | Driftwood weir |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2764798B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2020186567A (en) * | 2019-05-14 | 2020-11-19 | 株式会社神戸製鋼所 | Method of installing catcher |
JP2020186636A (en) * | 2019-10-10 | 2020-11-19 | 日鉄建材株式会社 | Installation structure of capture body |
-
1995
- 1995-04-27 JP JP12566195A patent/JP2764798B2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2020186567A (en) * | 2019-05-14 | 2020-11-19 | 株式会社神戸製鋼所 | Method of installing catcher |
JP2020186636A (en) * | 2019-10-10 | 2020-11-19 | 日鉄建材株式会社 | Installation structure of capture body |
Also Published As
Publication number | Publication date |
---|---|
JP2764798B2 (en) | 1998-06-11 |
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