JP2009144331A - Repair method for collapsed section of dike for river, lake, and marsh - Google Patents
Repair method for collapsed section of dike for river, lake, and marsh Download PDFInfo
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- JP2009144331A JP2009144331A JP2007319600A JP2007319600A JP2009144331A JP 2009144331 A JP2009144331 A JP 2009144331A JP 2007319600 A JP2007319600 A JP 2007319600A JP 2007319600 A JP2007319600 A JP 2007319600A JP 2009144331 A JP2009144331 A JP 2009144331A
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- dike
- river
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- lake
- crushed stone
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本発明は、洪水時の堤防などの決壊を一時的に修復する技術である。 The present invention is a technique for temporarily repairing the breakage of a dike during a flood.
洪水による河川・湖沼などの堤防の決壊防止方法は、例えば特開2001-081752に開示されているような堤防・土手上に吸水性有機高分子樹脂を充填した土嚢を積み上げて河川水が越流しないようにする方法、特開2006-161364に開示されているような堤防の決壊を防止するため水を充填すると膨らむ互いに連通する複数の小部屋からなるシートを堤防の裏法面に沿うように配置する方法などが開示されている。
しかしながらこれら方法は堤防が決壊するのを防止する方法であって、一旦決壊した堤防を修復するものではなく、適切なる近隣の住民の避難により被害を最小限に食い止める以外に方法はなかった。
The method for preventing the breakage of rivers, lakes, and other levees caused by flooding is as follows.For example, as disclosed in JP-A-2001-081752, sandbags filled with water-absorbing organic polymer resin are stacked on the levee / bank and river water overflows. In order to prevent breakage of the levee as disclosed in JP-A-2006-161364, a sheet composed of a plurality of small rooms communicating with each other that swells when filled with water is placed along the back surface of the levee A method of disposing is disclosed.
However, these methods are methods for preventing the levee from breaking down, not repairing the once dammed levee, and there was no method other than to minimize damage by evacuating appropriate residents nearby.
本発明は、決壊した堤防を一時的に修復し、決壊した堤防からの洪水を止める手段の提供にある。 The present invention is to provide means for temporarily repairing a broken embankment and stopping flooding from the broken embankment.
本第1の発明は、河川・湖沼の堤防の決壊場所に、砕石を乗せた船を寄せ、船に孔を開け浸水させて船を沈没させ、堤防の決壊場所を一時的に塞ぐ河川・湖沼などの堤防決壊場所の修復方法である。堤防の決壊場所を塞ぐため船をその場に沈める。その際船に砕石などを充満して重量を大きくして沈めることで水流による移動を防止した。
本第2の発明は、河川・湖沼の堤防の決壊場所に、砕石を充填した網浮き袋に繋いで運び、浮き袋内の空気を抜くあるいは砕石を充填した網を切り離して、砕石を充填した網を決壊場所に投入することで堤防の決壊場所を一時的に塞ぐ河川・湖沼などの堤防決壊場所の修復方法である。砕石を堤防の決壊場所まで運ぶのに浮き袋の浮力を利用した。
The first aspect of the present invention is to bring a ship carrying crushed stones to the breakage point of a river / lake dike, make a hole in the ship, submerge it, sink the ship, and temporarily close the breakage point of the dike. This is a method for repairing the levee break site. Sink the ship in place to block the breakup of the embankment. At that time, the ship was filled with crushed stones to increase its weight and sink, preventing movement due to water flow.
The second aspect of the present invention is to carry a net filled with crushed stone by separating the net filled with crushed stone or separating the net filled with crushed stone by transporting it to the breakage point of the river / lake embankment by connecting it to a buoyant filled with crushed stone. This is a method for repairing levee breached places such as rivers and lakes that temporarily block the levee breached place by being thrown into the breached place. The buoyancy of the floating bag was used to carry the crushed stone to the breakage point of the embankment.
本発明は、(1)砕石を載せた船を堤防決壊場所に運び、沈没させることで決壊箇所を塞ぐため、(2)砕石を充填した網を浮き袋に繋いで堤防決壊場所に運び、網を切り離すことで決壊場所を塞ぐため、河川からの洪水の水が住民居住地に流れ込むことを防止することができる。 The present invention (1) transports a ship loaded with crushed stones to a levee breached place and closes the breached part by sinking. (2) Connects a net filled with crushed stone to a floating bag and carries it to the levee breached place. By separating it, the site of the breach is blocked, so that the flood water from the river can be prevented from flowing into the inhabited area.
以下本第1の発明を図により詳細に説明する。
図1は、河川の決壊場所を示す図である。
図2は決壊場所に砕石を乗せた船が横付けした状態を示す概念図である。
図2aは平面図、図2bはその断面を示す。
Hereinafter, the first invention will be described in detail with reference to the drawings.
FIG. 1 is a diagram showing a place where a river breaks.
FIG. 2 is a conceptual diagram showing a state in which a ship carrying crushed stones is placed sideways at the rupture site.
2a is a plan view and FIG. 2b shows a cross section thereof.
図2に示すように、砕石を乗せた船を遠隔操作により、船を係留している場所から誘導し、堤防の決壊箇所に横付けする。横付けしたならば、船の船腹に孔をあけ浸水させることにより沈没させる。
必要に応じて数隻の船を沈没させる。
As shown in FIG. 2, the ship carrying the crushed stone is guided from the place where the ship is moored by remote control, and is placed next to the breakage point of the embankment. Once it is laid down, it is sunk by making a hole in the hull of the ship and submerging it.
If necessary, sink several ships.
船腹に孔を開ける方法は、遠隔操作による火薬類の爆発で実施することができる。船が沈没する際、傾いたりしないよう船の底は平坦にしておくことが好ましい。 The method of making a hole in the ship's hull can be carried out by exploding explosives remotely. It is preferable to keep the bottom of the ship flat so that it does not tilt when the ship sinks.
船を沈没したならば、船と堤防との狭い隙間に土嚢・砕石等を詰め、あるいはコンクリートを流し込んで水を止める。 If the ship sinks, fill the narrow gap between the ship and the embankment with sandbags or crushed stone, or pour concrete to stop the water.
以下本第2の発明を、図を用いて説明する。
図3に示すように、浮き袋に砕石を充填した網、蛇籠を括り付け河川・湖沼の決壊場所まで運ぶ。浮き袋の両端につないだロープなどを利用して砕石を投入する場所まで誘導する。浮き袋に孔を空けるあるいは空気の導入口をあけて浮き袋内の空気を抜くことで浮き袋ごと網・蛇籠内の砕石が決壊場所に投入される。あるいは網・蛇籠を浮き袋から切り離して投入することでもよい。
Hereinafter, the second invention will be described with reference to the drawings.
As shown in Fig. 3, a net filled with crushed stone in a floating bag and a gabion are tied and transported to a river / lake breakup site. Guide to the place where crushed stones are thrown in using ropes connected to both ends of the float. A hole is made in the float bag or an air inlet is opened to release the air in the float bag, and the crushed stone in the net and the gabion is put into the rupture site together with the float bag. Alternatively, the net or gabion may be separated from the floating bag and thrown.
網・蛇籠内の砕石が投入されたならば、砕石の投入箇所と堤防の隙間には土嚢・砕石等を詰めあるいはコンクリートを流し込んで水を止めることは上記と同様である。 If the crushed stone in the net or gabion has been thrown in, the sandbag or crushed stone is filled in the gap between the place where the crushed stone is thrown in and the embankment, or the concrete is poured to stop the water as described above.
1 河川など
2 堤防決壊場所
3 砕石を積んだ船
4 浮き袋
5 砕石の入った網・蛇籠
6 ロープ
7 堤防
1 Rivers, etc. 2
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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JP2007319600A JP2009144331A (en) | 2007-11-21 | 2007-12-11 | Repair method for collapsed section of dike for river, lake, and marsh |
Applications Claiming Priority (2)
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JP2007301624 | 2007-11-21 | ||
JP2007319600A JP2009144331A (en) | 2007-11-21 | 2007-12-11 | Repair method for collapsed section of dike for river, lake, and marsh |
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JP2009144331A true JP2009144331A (en) | 2009-07-02 |
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JP2007319600A Pending JP2009144331A (en) | 2007-11-21 | 2007-12-11 | Repair method for collapsed section of dike for river, lake, and marsh |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114703737A (en) * | 2021-12-20 | 2022-07-05 | 中国船舶重工集团应急预警与救援装备股份有限公司 | Dam burst rapid plugging auxiliary system and method |
CN115288081A (en) * | 2022-09-06 | 2022-11-04 | 山东乾元工程集团有限公司 | Rivers burst pipe emergency rescue device and method |
CN115710884A (en) * | 2022-11-24 | 2023-02-24 | 中国电建集团贵阳勘测设计研究院有限公司 | Anti-impact equipment for dike breach fast emergency pile net |
-
2007
- 2007-12-11 JP JP2007319600A patent/JP2009144331A/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114703737A (en) * | 2021-12-20 | 2022-07-05 | 中国船舶重工集团应急预警与救援装备股份有限公司 | Dam burst rapid plugging auxiliary system and method |
CN114703737B (en) * | 2021-12-20 | 2023-11-03 | 中国船舶重工集团应急预警与救援装备股份有限公司 | Dyke-dam-breaking rapid plugging auxiliary system and dyke-dam-breaking rapid plugging auxiliary method |
CN115288081A (en) * | 2022-09-06 | 2022-11-04 | 山东乾元工程集团有限公司 | Rivers burst pipe emergency rescue device and method |
CN115710884A (en) * | 2022-11-24 | 2023-02-24 | 中国电建集团贵阳勘测设计研究院有限公司 | Anti-impact equipment for dike breach fast emergency pile net |
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