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JP3312426B2 - River sand removal equipment - Google Patents
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JP3312426B2 - River sand removal equipment - Google Patents

River sand removal equipment

Info

Publication number
JP3312426B2
JP3312426B2 JP16781693A JP16781693A JP3312426B2 JP 3312426 B2 JP3312426 B2 JP 3312426B2 JP 16781693 A JP16781693 A JP 16781693A JP 16781693 A JP16781693 A JP 16781693A JP 3312426 B2 JP3312426 B2 JP 3312426B2
Authority
JP
Japan
Prior art keywords
bag
river
sand
water
undulating
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
JP16781693A
Other languages
Japanese (ja)
Other versions
JPH0726529A (en
Inventor
茂則 木下
一郎 丸山
春彦 松岡
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.)
Sumitomo Electric Industries Ltd
Original Assignee
Sumitomo Electric Industries 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 Sumitomo Electric Industries Ltd filed Critical Sumitomo Electric Industries Ltd
Priority to JP16781693A priority Critical patent/JP3312426B2/en
Publication of JPH0726529A publication Critical patent/JPH0726529A/en
Application granted granted Critical
Publication of JP3312426B2 publication Critical patent/JP3312426B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

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

【0001】[0001]

【産業上の利用分野】この発明は、河川に堆積した砂を
取り除くための装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for removing sand deposited on a river.

【0002】[0002]

【従来の技術】河川の内部に堆積して砂州等を形成する
砂は、河川の流路面積を小さくし、洪水などの災害を引
き起こす不具合がある。
2. Description of the Related Art Sand that accumulates in a river to form a sand bar or the like has a problem that the flow passage area of the river is reduced and a disaster such as a flood occurs.

【0003】最近、このような堆積砂を効率よく除去す
る排砂装置として、図8及び図9に示すように、河川1
の内部に、一方向に長い起伏可能な複数の袋20を、そ
の長手方向が河川の水の流れに沿うように設置し、その
各起伏袋20に流体の給排手段21を連結して、各袋2
0を自在に膨脹又は収縮させるようにしたものが提案さ
れている。
Recently, as a sand discharging device for efficiently removing such sedimentary sand, as shown in FIGS.
Inside, a plurality of bags 20 that can be raised and lowered in one direction are installed so that the longitudinal direction thereof is along the flow of the water of the river, and fluid supply / discharge means 21 is connected to each of the bags 20. Each bag 2
There has been proposed a device in which 0 is freely expanded or contracted.

【0004】この装置では、起立させた各起伏袋20の
周囲に砂が堆積すると、起伏袋20を水面下に倒伏させ
て水路を形成し、その水路に流れ込む河川の水の力によ
って堆積砂を押し流すようにしている。
In this apparatus, when sand accumulates around each raised bag 20, the raised bag 20 is laid down below the surface of the water to form a water channel, and the sediment is deposited by the force of the river water flowing into the water channel. I'm trying to wash away.

【0005】[0005]

【発明が解決しようとする課題】ところで、上記のよう
に、河川の流れに沿って設けた起伏袋20の周囲に砂を
堆積させる方法では、各起伏袋20の相互の間隔22
を、その間を河川の水が流れる間に砂が沈澱して効率よ
く堆積されるような適当な大きさに設定する必要があ
る。しかし、このような間隔22の適正な大きさは、河
川の流路面積や水の流量、流速などの条件によって決定
されるため、比較的厳密に設定する必要があり、設定作
業に手間がかかる問題がある。
However, as described above, in the method of depositing sand around the undulating bags 20 provided along the flow of the river, the distance 22 between the undulating bags 20 is large.
It is necessary to set an appropriate size so that the sand is settled while the water of the river flows therebetween and the sand is efficiently deposited. However, since the appropriate size of the interval 22 is determined by conditions such as the flow path area of the river, the flow rate of the water, and the flow velocity, it is necessary to set the interval relatively strictly, and the setting operation is troublesome. There's a problem.

【0006】また、河川の流れに沿わせた起伏袋20の
表面に砂を堆積させる方法では、砂が起伏袋20のどの
位置でどのような状態で堆積するか予測することができ
ず、このため、砂の堆積位置や排出方向を正確に特定で
きない問題がある。
Further, in the method of depositing sand on the surface of the undulating bag 20 along the flow of the river, it is impossible to predict in which position and in what state the sand will be deposited on the undulating bag 20. Therefore, there is a problem that the accumulation position and the discharge direction of the sand cannot be accurately specified.

【0007】そこで、この発明は、起伏袋の相互の間隔
を厳密に設定する必要がなく、しかも砂の堆積位置を正
確にコントロールすることができる排砂装置を提供する
ことを目的としている。
Accordingly, an object of the present invention is to provide a sand discharging device which does not require strict setting of the interval between the undulating bags, and which can accurately control the sand accumulation position.

【0008】[0008]

【課題を解決するための手段】上記の課題を解決するた
め、この発明は、河川の内部に、一方向に長い起伏可能
な袋を複数個間隔をあけてその長手方向が河川の水の流
れにほぼ沿うように設置し、さらに、隣り合う起伏袋間
に流れ込む河川水をせき止める起伏可能な補助の袋を設
け、上記起伏袋と補助の袋に、それぞれ流体の給排手段
を連結した構造としたのである。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention provides a plurality of undulating bags which are long in one direction and are spaced apart from each other in a river. It placed so as to substantially along the further between undulations bag adjacent
An auxiliary bag capable of raising and lowering river water flowing into the water is provided, and a fluid supply / discharge means is connected to the raising and lowering bag and the auxiliary bag, respectively.

【0009】[0009]

【作用】上記の構造において、砂を堆積させる場合は起
伏袋と補助の袋を共に起立させた状態で河川の内部に設
定する。これにより、補助の袋が河川の流れをせき止め
るように作用し、その補助袋の前方側に砂が堆積する。
In the above structure, when sand is deposited, the undulating bag and the auxiliary bag are set inside the river with both standing upright. As a result, the auxiliary bag acts to dam the flow of the river, and sand accumulates on the front side of the auxiliary bag.

【0010】起伏袋の周囲に砂が堆積すると、起伏袋と
補助袋から流体を抜いて共に倒伏させ、両者を水面下に
沈み込ませる。これにより、倒伏した起伏袋の部分に水
の流路が形成され、その流路に流れ込む河川の水により
堆積砂が下流へ押し流される。
When the sand accumulates around the undulating bag, the fluid is drained from the undulating bag and the auxiliary bag to make them fall down together, and both of them sink below the water surface. As a result, a water flow path is formed in the portion of the undulated undulation bag, and sedimentary sand is washed down by river water flowing into the flow path.

【0011】[0011]

【実施例】図1乃至図7は、この発明の実施例を示して
いる。図において、1は河川であり、その河川1の流出
口に、河岸2からそれぞれ所定の間隔をおいて複数の起
伏可能な主袋3が設置されている。この各主袋3は、一
方向に長い形状で形成され、その長手方向が河川の水の
流れ(図に矢印で示す方向)にほぼ沿うように設けられ
ている。
1 to 7 show an embodiment of the present invention. In the figure, reference numeral 1 denotes a river, and a plurality of undulating main bags 3 are installed at an outlet of the river 1 at predetermined intervals from a river bank 2. Each main bag 3 is formed in a shape that is long in one direction, and is provided so that its longitudinal direction is substantially along the flow of water in the river (the direction indicated by the arrow in the figure).

【0012】また、上記各主袋3の間、及び主袋3と河
岸2の間には、それぞれ河川1の水の流れを横切るよう
に補助袋4が設置されている。この各補助袋4は、各主
袋3の側方において河川の流れに対し後方寄りに位置さ
せて設けられている。
An auxiliary bag 4 is provided between the main bags 3 and between the main bag 3 and the riverbank 2 so as to cross the flow of water in the river 1, respectively. Each of the auxiliary bags 4 is provided on the side of each of the main bags 3 so as to be located rearward with respect to the flow of the river.

【0013】上記主袋3と補助袋4は、図4に示すよう
に河底にコンクリート製の基盤5を形成し、その基盤5
の上に、袋状に形成したゴム引布6をアンカーボルト7
により固定して取付けられる。
As shown in FIG. 4, the main bag 3 and the auxiliary bag 4 form a concrete base 5 on the riverbed.
The rubberized cloth 6 formed in a bag shape is anchored on the anchor bolt 7
And fixedly attached.

【0014】この主袋3と補助袋4を形成するゴム引布
6は、クロロプレン系ゴム又はそれと同等以上の耐候
性、耐摩耗製を有する合成ゴムに、数層のナイロン布を
貼り合せて形成されており、その内部に、衝撃による本
体の損傷を防止するためのクッション材8が取付けられ
ている。このゴム引布6は、内部に空気又は水等の流体
を導入すると膨脹して袋が起立し、逆に、内部から流体
を抜くと、袋が収縮して倒伏する。この場合、主袋3
は、起立した状態で、その上端部が図3に示すように河
川の水面より若干突出し、反対に、倒伏した状態では、
図7に示すように袋全体が水面下に沈み込み、水圧によ
って基盤5上に圧着された状態となる。一方、補助袋4
は、起立した状態で河川の水面より下方に沈んだ状態に
あり、倒伏した状態では、主袋3と同様に水圧によって
基盤5上に圧着されるようになっている。
The rubberized cloth 6 forming the main bag 3 and the auxiliary bag 4 is formed by laminating several layers of nylon cloth on chloroprene-based rubber or synthetic rubber having weather resistance and abrasion resistance equal to or higher than that. A cushion member 8 is attached inside the cushion member 8 to prevent damage to the main body due to impact. When a fluid such as air or water is introduced into the rubber cloth 6, the bag expands and the bag rises. Conversely, when the fluid is removed from the inside, the bag contracts and falls down. In this case, the main bag 3
In the standing state, the upper end slightly protrudes from the water surface of the river as shown in FIG.
As shown in FIG. 7, the whole bag sinks below the water surface, and is brought into a state of being pressed on the base 5 by water pressure. On the other hand, auxiliary bag 4
Is sunk below the water surface of the river in an upright state, and is pressed on the base 5 by water pressure in the laid state in the same manner as the main bag 3.

【0015】上記主袋3と補助袋4の底部には、それぞ
れ図3及び図4に示すように、空気や水等の流体の給排
口9が形成され、その各給排口9に、地上に設置された
操作室12に連結する給排気管10、11が接続されて
いる。また、上記操作室12と各主袋3及び各補助袋4
の間には内圧検知管13が、操作室12と手前側の主袋
3の間には上流水位検知管14が設けられており、操作
室12には、各給排気管10、11に流体を供給するた
めの送風機(又はポンプ)と、検知された内圧や水位に
基づいて流体の給排と供給量を制御する制御装置が備え
付けられている。
At the bottoms of the main bag 3 and the auxiliary bag 4, as shown in FIGS. 3 and 4, a supply / discharge port 9 for a fluid such as air or water is formed. Supply / exhaust pipes 10 and 11 connected to an operation room 12 installed on the ground are connected. In addition, the operation room 12 and each main bag 3 and each auxiliary bag 4
Between the operation chamber 12 and the main bag 3 on the near side, an upstream water level detection pipe 14 is provided. And a control device for controlling the supply and discharge and supply amount of the fluid based on the detected internal pressure and water level.

【0016】この実施例の排砂装置は上記のような構成
で成り、次にその作用を説明する。砂を堆積させる場合
は、図2及び図3に示すように各主袋3と各補助袋4に
流体を導入して膨脹させ、河川1の内部で各主袋3と補
助袋4を起立させた状態におく。これにより、各主袋3
の間に流れ込む河川の水が、補助袋4によってせき止め
られるため、図5に示すように各補助袋の前方側に砂が
堆積し、砂州を形成する。
The sand discharging device of this embodiment has the above-described configuration, and its operation will be described below. When sand is deposited, fluid is introduced into each main bag 3 and each auxiliary bag 4 to expand the sand as shown in FIGS. 2 and 3, and each main bag 3 and each auxiliary bag 4 are erected inside the river 1. Place. Thereby, each main bag 3
Since the water of the river flowing in between is blocked by the auxiliary bags 4, sand is deposited on the front side of each auxiliary bag to form a sand bar as shown in FIG.

【0017】このように各主袋3の間に砂が堆積する
と、各主袋3と補助袋4の内部から流体を排出して各袋
を同時に収縮させ、図6及び図7に示すように河底の基
盤5上に各袋3、4を倒伏させる。これによって、倒伏
した主袋3の部分に水路15が形成されるため、河川1
の水がその水路15に集中して流れ込み、水路15の周
囲の堆積砂を順次海へ向かって押し流す。
When sand accumulates between the main bags 3 in this manner, fluid is discharged from the inside of each main bag 3 and the auxiliary bag 4 to simultaneously contract each bag, and as shown in FIGS. 6 and 7, Each bag 3, 4 is laid down on the riverbed base 5. As a result, a water channel 15 is formed in the part of the main bag 3 that has fallen, so that the river 1
Of water flows into the channel 15 in a concentrated manner, and the sedimentary sand around the channel 15 is sequentially flushed toward the sea.

【0018】上記のように砂が河川1から排出させる
と、再び主袋3と補助袋4に流体を供給し起立させ、上
述した砂の堆積から排出に至る作業を繰り返す。
When the sand is discharged from the river 1 as described above, the fluid is again supplied to the main bag 3 and the auxiliary bag 4 to stand up, and the above-described operations from the accumulation of the sand to the discharge thereof are repeated.

【0019】なお、上記の補助袋4は、各主袋3の間で
あればどの位置に設けてもよく、また、主袋3の後端部
から後方に若干距離を離して設置するようにしてもよ
い。
The auxiliary bag 4 may be provided at any position between the main bags 3, and may be provided at a certain distance behind the rear end of the main bag 3. You may.

【0020】[0020]

【効果】以上のように、この発明は、河川の流れに沿っ
て沿った起伏袋の側方に補助袋を設け、その補助袋によ
り河川の水をせき止めて砂を堆積させるようにしたの
で、各起伏袋の間隔を厳密に設定しなくても砂を確実に
堆積させることができる。また、補助袋によって砂の堆
積位置を特定することができるため、砂の堆積状態や排
出方向を正確に制御できる利点がある。
As described above, according to the present invention, the auxiliary bag is provided on the side of the undulating bag along the flow of the river, and the auxiliary bag dams the water of the river to deposit sand. Sand can be reliably deposited without strictly setting the intervals between the undulating bags. Further, since the sand accumulation position can be specified by the auxiliary bag, there is an advantage that the accumulation state and the discharge direction of the sand can be accurately controlled.

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

【図1】実施例の排砂装置の全体を示す平面図FIG. 1 is a plan view showing an entire sand discharging device according to an embodiment.

【図2】同上の起伏袋の長手本体に沿った縦断面図FIG. 2 is a longitudinal sectional view along the longitudinal body of the undulating bag.

【図3】同上の起伏袋の横断面図FIG. 3 is a cross-sectional view of the undulating bag.

【図4】起伏袋の内部構造を示す破断斜視図FIG. 4 is a cutaway perspective view showing the internal structure of the undulating bag.

【図5】同上の砂の堆積状態を示す平面図FIG. 5 is a plan view showing a state in which sand is deposited in the above.

【図6】同上の排砂状態を示す平面図FIG. 6 is a plan view showing a sand discharging state according to the first embodiment;

【図7】同上の排砂状態を示す横断面図FIG. 7 is a cross-sectional view showing the same sand discharging state.

【図8】従来例を示す平面図FIG. 8 is a plan view showing a conventional example.

【図9】同上の横断面図FIG. 9 is a cross-sectional view of the above.

【符号の説明】[Explanation of symbols]

1 河川 3 主袋 4 補助袋 6 ゴム引布 10、11 給排気管 12 操作室 15 水路 DESCRIPTION OF SYMBOLS 1 River 3 Main bag 4 Auxiliary bag 6 Rubberized cloth 10, 11 Supply / exhaust pipe 12 Operation room 15 Waterway

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平7−18640(JP,A) (58)調査した分野(Int.Cl.7,DB名) E02B 3/02 E02B 7/20 106 ────────────────────────────────────────────────── (5) References JP-A-7-18640 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) E02B 3/02 E02B 7/20 106

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 河川の内部に、一方向に長い起伏可能な
袋を複数個間隔をあけてその長手方向が河川の水の流れ
にほぼ沿うように設置し、さらに、隣り合う起伏袋間に
流れ込む河川水をせき止める起伏可能な補助の袋を設
け、上記起伏袋と補助の袋に、それぞれそれらを膨張さ
せる流体の給排手段を連結した河川の排砂装置。
1. A plurality of undulating bags that are long in one direction are installed at intervals in a river so that the longitudinal direction thereof substantially follows the flow of water in the river, and between adjacent undulating bags.
A river sand discharging device comprising an undulating auxiliary bag for damming flowing river water, and a fluid supply / discharge means for inflating the undulating bag and the auxiliary bag, respectively.
JP16781693A 1993-07-07 1993-07-07 River sand removal equipment Expired - Fee Related JP3312426B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16781693A JP3312426B2 (en) 1993-07-07 1993-07-07 River sand removal equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16781693A JP3312426B2 (en) 1993-07-07 1993-07-07 River sand removal equipment

Publications (2)

Publication Number Publication Date
JPH0726529A JPH0726529A (en) 1995-01-27
JP3312426B2 true JP3312426B2 (en) 2002-08-05

Family

ID=15856636

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16781693A Expired - Fee Related JP3312426B2 (en) 1993-07-07 1993-07-07 River sand removal equipment

Country Status (1)

Country Link
JP (1) JP3312426B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4751258B2 (en) 2006-07-10 2011-08-17 三井金属アクト株式会社 Movable lever biasing device
JP2026016005A (en) * 2024-07-22 2026-02-03 藤夫 青木 River water guiding device

Also Published As

Publication number Publication date
JPH0726529A (en) 1995-01-27

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