JP2012241508A - Refuse removal device of vertical drainage passage - Google Patents
Refuse removal device of vertical drainage passage Download PDFInfo
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- JP2012241508A JP2012241508A JP2011124648A JP2011124648A JP2012241508A JP 2012241508 A JP2012241508 A JP 2012241508A JP 2011124648 A JP2011124648 A JP 2011124648A JP 2011124648 A JP2011124648 A JP 2011124648A JP 2012241508 A JP2012241508 A JP 2012241508A
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- vertical drainage
- drainage channel
- vertical
- screen
- drainage passage
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Abstract
Description
縦排水路を流下するごみを、人力を用いることなく容易に縦排水路から除去する装置を提供することを課題とする。 It is an object of the present invention to provide an apparatus that easily removes dust flowing down a vertical drainage channel from the vertical drainage channel without using human power.
切土や盛土構造の道路の法面は、所定の高さごとに設けられる小段と、小段に挟まれた一定勾配の斜面とで構成されることが一般的であり、法面に降った降水を処理する排水系統は、斜面ごとの降水を集水するために小段に設けられる小段排水路と、小段排水路の水を道路沿いに設置された側溝に排水するため、斜面に設けられる縦排水路で構成され、それぞれの水路は枡で接続されている。 The slope of a road with a cut or embankment structure is generally composed of small steps provided at each predetermined height and a slope with a constant slope sandwiched between the small steps. The drainage system that treats the wastewater is a small drainage channel that is provided in a small stage to collect precipitation on each slope, and a vertical drainage that is provided on the slope in order to drain the water in the small stage drainage channel into a gutter installed along the road. Each waterway is connected with a fence.
法面は緑化の為に植栽が施されることが多く、また隣接する山林には樹木が繁茂することもわが国では一般的である。このため秋には多くの枯葉等が法面に降り積もり、風や降水によって水路に流れ込む。また心無い道路利用者が投げ捨てる空き缶なども水路に流れ込むことがある。これらは小段排水路から縦排水路に流れ込み、最終的に枡を通じて側溝で処理される。 The slope is often planted for greening, and it is also common in Japan that trees grow in adjacent mountain forests. For this reason, many dead leaves fall on the slope in the fall and flow into the waterways by wind and precipitation. In addition, empty cans thrown away by unsuspecting road users may also flow into waterways. These flow from the small drainage channel into the vertical drainage channel, and are finally processed in the gutters through the trough.
これらの枯葉や空き缶などのごみが、縦排水路と側溝や小段排水路をつなぐ枡を詰まらせると、縦排水路を流下する流速の早い排水が水路外に溢れ、水路周辺の斜面を洗掘して災害を発生することがある。この為、ごみが枡を詰まらせないよう定期的な水路清掃作業が必要であり多くの労力がかかっていた。 When waste such as dead leaves or empty cans clogs the drainage that connects the vertical drainage channel to the side ditch or the small drainage channel, the drainage with a high flow velocity flowing down the vertical drainage channel overflows outside the channel and scours the slope around the channel. Can cause disasters. For this reason, a regular water channel cleaning work is necessary so that the garbage does not clog the soot, and much labor has been required.
水路を流れるごみを取り除くため、格子状のスクリーンを水路に取り付けごみを補足するなどは以前から行われており、特許文献1では枡に籠を取り付け水路から流れ込むごみを取り除く方法が提示されているが、これらはいずれも溜まったごみを人力で取り除くことが必要であり問題が多い。 In order to remove the dust flowing through the water channel, a grid-like screen is attached to the water channel to supplement the dust. For example, Patent Document 1 discloses a method of removing the dust flowing into the water channel by attaching a basket to the water channel. However, all of these are problematic because it is necessary to remove the collected garbage manually.
本発明が解決しようとする課題は、人力に頼ることなく、縦排水路を流下するごみを容易に縦排水路から除去する装置を提供することにある。 The problem to be solved by the present invention is to provide a device that easily removes dust flowing down a vertical drainage channel from the vertical drainage channel without relying on human power.
本発明は、縦排水路内に取り付ける排水とごみを分離するスクリーン部と、スクリーン部に溜まったごみを排水が押すことにより自動的に縦排水路外に排出する、縦排水路上に取り付ける横取り部により構成される。 The present invention includes a screen portion for separating wastewater and waste attached in a vertical drainage channel, and a horizontal portion attached on the vertical drainage channel that automatically discharges dust accumulated in the screen portion to the outside of the vertical drainage channel when the wastewater pushes. Consists of.
スクリーン部は、傾斜した縦排水路の地表部から水路底に立てかけるもので、設置後においても十分な排水勾配が取れる長さを有し、排水とごみを分離するスリットが多数あけられているものである。この構造によりごみは排水と分離されてスクリーン部の表面に溜まり、排水はスリットから縦排水路に戻ることになる。 The screen part stands on the bottom of the channel from the surface of the inclined vertical drainage channel, has a length that allows a sufficient drainage gradient even after installation, and has many slits that separate wastewater and waste It is. With this structure, the waste is separated from the waste water and collected on the surface of the screen portion, and the waste water returns from the slit to the vertical drainage channel.
平均的な降水ではごみはスクリーン部に溜まることになるが、大きな降水があると縦排水路内の水位が高くなり、スクリーン部に溜まったごみは排水により押されて横取り部の方に移動することになる。 In average precipitation, dust will collect on the screen, but if there is heavy precipitation, the water level in the vertical drainage channel will rise, and the dust collected on the screen will be pushed by the drainage and move toward the pre-empty part. It will be.
繰り返しの大きな降水によりスクリーン部から横取り部に押されてきたごみは、横取り板により水路横方向に進路を変え縦排水路外に排除されることになる。 Garbage that has been pushed from the screen part to the horizontal part due to repeated heavy precipitation changes its course in the horizontal direction of the water channel by the horizontal plate and is removed outside the vertical drainage channel.
本発明により、人力によることなく縦排水路内のごみを縦排水路外に排除することが可能となり、排水系統の閉塞を予防し、排水の越流による災害を防止することが可能となった。 According to the present invention, it becomes possible to remove the waste in the vertical drainage channel outside the vertical drainage channel without relying on human power, to prevent the drainage system from being blocked and to prevent a disaster due to overflow of the drainage. .
以下、図面を参照して本発明の実施の形態を説明する。 Embodiments of the present invention will be described below with reference to the drawings.
図1に道路法面の排水系統を示す。斜面3に降った降水は小段排水路5に集まり、枡7を経て縦排水路6を流下して道路沿いの側溝8に処理される。 Figure 1 shows the road slope drainage system. Precipitation falling on the slope 3 gathers in the small drainage channel 5, flows down the vertical drainage channel 6 through the eaves 7, and is processed into a gutter 8 along the road.
図2に縦排水路のごみ取り装置の平面図を示す。9はスクリーン部でスリット10が開けられており縦排水路6に立てかけられている。11は横取り部で縦排水路外にまで伸びる横取り板12が取り付けられている。 FIG. 2 is a plan view of a vertical drainage debris removal device. Reference numeral 9 denotes a screen portion having a
図3に縦排水路のごみ取り装置の側面図を示す。13は模式的に示した水平線でありスクリーン部が十分な排水勾配を持っていることを示している。 FIG. 3 shows a side view of the vertical drainage debris removal device. 13 is a horizontal line schematically showing that the screen portion has a sufficient drainage gradient.
図4、5に標準的な降水での状況を示した平面図と側面図を示す。14は平均的な降水での縦排水路内の排水の水位であり、排水と分離されたごみ15は排水に押されてスクリーン部に溜まり、排水はスリット10から縦排水路に流れ落ちる。 4 and 5 are a plan view and a side view showing the situation in a standard precipitation. Denoted at 14 is the level of drainage in the vertical drainage channel due to average precipitation, and the
図6、7に大きな降水での状況を示した平面図と側面図を示す。16は大きな降水での縦排水路内の排水の水位であり、排水と分離されたごみ15は排水に押されて、スクリーン部に溜まっていたごみを次々と横取り部の方に押し出し、押し出されたごみは横取り板12により縦排水路外に排出される。 6 and 7 are a plan view and a side view showing the situation under heavy precipitation. 16 is the level of the drainage in the vertical drainage channel due to heavy precipitation, and the
1 道路法面
2 道路
3 斜面
4 小段
5 小段排水路
6 縦排水路
7 枡
8 側溝
9 スクリーン部
10 スリット
11 横取り部
12 横取り板
13 水平線
14 平均的な降水での縦排水路内の水位
15 分離されたごみ
16 大きな降水での縦排水路内の水位DESCRIPTION OF SYMBOLS 1 Road slope 2 Road 3
Claims (3)
Priority Applications (1)
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JP2011124648A JP2012241508A (en) | 2011-05-17 | 2011-05-17 | Refuse removal device of vertical drainage passage |
Applications Claiming Priority (1)
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JP2011124648A JP2012241508A (en) | 2011-05-17 | 2011-05-17 | Refuse removal device of vertical drainage passage |
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JP2012241508A true JP2012241508A (en) | 2012-12-10 |
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JP2011124648A Withdrawn JP2012241508A (en) | 2011-05-17 | 2011-05-17 | Refuse removal device of vertical drainage passage |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014190130A (en) * | 2013-03-28 | 2014-10-06 | Nexco Maintenance Kanto Co Ltd | Grating screen and fitting method of grating screen |
JP2015124486A (en) * | 2013-12-25 | 2015-07-06 | 中日本ロード・メンテナンス東海株式会社 | Empty container recovery system |
CN108049479A (en) * | 2017-12-26 | 2018-05-18 | 胡振华 | Soil drainage system |
CN109372090A (en) * | 2018-09-21 | 2019-02-22 | 温州实豪建设有限公司 | A kind of multifunction road accumulated water treatment device |
-
2011
- 2011-05-17 JP JP2011124648A patent/JP2012241508A/en not_active Withdrawn
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014190130A (en) * | 2013-03-28 | 2014-10-06 | Nexco Maintenance Kanto Co Ltd | Grating screen and fitting method of grating screen |
JP2015124486A (en) * | 2013-12-25 | 2015-07-06 | 中日本ロード・メンテナンス東海株式会社 | Empty container recovery system |
CN108049479A (en) * | 2017-12-26 | 2018-05-18 | 胡振华 | Soil drainage system |
CN109372090A (en) * | 2018-09-21 | 2019-02-22 | 温州实豪建设有限公司 | A kind of multifunction road accumulated water treatment device |
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Legal Events
Date | Code | Title | Description |
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A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 20140805 |