JPH053583Y2 - - Google Patents

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Publication number
JPH053583Y2
JPH053583Y2 JP1988025089U JP2508988U JPH053583Y2 JP H053583 Y2 JPH053583 Y2 JP H053583Y2 JP 1988025089 U JP1988025089 U JP 1988025089U JP 2508988 U JP2508988 U JP 2508988U JP H053583 Y2 JPH053583 Y2 JP H053583Y2
Authority
JP
Japan
Prior art keywords
water
groove
sloped
drainage ditch
flow
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 - Lifetime
Application number
JP1988025089U
Other languages
Japanese (ja)
Other versions
JPH01136582U (en
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 filed Critical
Priority to JP1988025089U priority Critical patent/JPH053583Y2/ja
Publication of JPH01136582U publication Critical patent/JPH01136582U/ja
Application granted granted Critical
Publication of JPH053583Y2 publication Critical patent/JPH053583Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は下水及び道路排水溝に関し、より詳し
くは土砂等の堆積物を下流に流拭するのに好適な
傾斜底面を有する排水溝に関する。
[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to sewage and road drainage ditches, and more particularly to a drainage ditch having a sloped bottom surface suitable for sweeping away deposits such as earth and sand downstream.

(従来の技術) 従来、傾斜底面を有する下水及び道路排水溝は
常時水の流れがなく降雨時等のみに流れのある場
合はもちろん常時流水のある場合も溝底部に土砂
等が堆積し、豪雨等による増水時に水があふれ排
水溝として用をなさないことが生じたり、あるい
は堆積物のために悪臭等が発生し問題となること
があつた。これに対しては定期又は不定期の溝掃
除により堆積物の除去が行われるのみで特に堆積
した土砂等を自然の力で下流に流す手段は何ら構
じられていなかつた。
(Prior art) Conventionally, sewer and road drainage ditches with sloping bottoms do not have a constant flow of water, and when there is flow only during rain, or even when there is constant running water, sediment, etc. accumulates at the bottom of the ditch, and heavy rains occur. When water levels rise due to natural disasters such as this, water overflows and becomes useless as a drainage ditch, or deposits can cause problems such as foul odors. To deal with this, the deposits were only removed by periodic or irregular cleaning of the ditches, and no means were provided to allow the accumulated earth and sand to flow downstream by natural forces.

(考案が解決しようとする課題) 本考案は上記の観点に鑑みなされたものであつ
て、特に簡単な構造によつて傾斜底面に生じる土
砂等の堆積物を流水とともに下流に流しだすこと
のできる排水溝を提供することを目的とする。
(Problem to be solved by the invention) The present invention has been devised in view of the above-mentioned viewpoints, and has a particularly simple structure that allows sediments such as earth and sand that occur on a sloped bottom surface to be flushed downstream with running water. Intended to provide drainage ditches.

(課題を解決するための手段) すなわち、本考案は排水構内の底面に、その上
面が長さ方向の傾斜面とされ、その傾斜面上に突
起した流水障壁板を設けた傾斜底面形成用勾配パ
ネルを配設したことを特徴とする排水溝を提供す
るものである。
(Means for Solving the Problem) That is, the present invention provides a slope for forming an inclined bottom surface in which the upper surface of the bottom surface of a drainage premises is a sloped surface in the length direction, and a water barrier plate protruding from the sloped surface is provided. The present invention provides a drainage ditch characterized by having panels arranged therein.

次に、図面により本考案の実施態様の一例につ
いて説明する。
Next, an example of an embodiment of the present invention will be described with reference to the drawings.

第1図において、符号Aは本考案に係る排水溝
である。排水溝Aは溝本体1と蓋体5からなり、
溝本体1は側壁2,2及び底部3から形成され、
底部3の溝内部表面は溝Aの水流方向(矢印で示
す)に傾斜しておりその表面には流水障壁板4,
4が配置されている。溝の底部3は、例えば傾斜
底面形成用勾配パネル11(以下勾配パネルと略
称)から構成されている。勾配パネル11は脚部
11a及び横断面の上表面が水平な溝底面部11
bから形成され、溝底面部の上表面周辺には切欠
段部11cが、また脚部11aの下辺中央部には
切欠部11dがそれぞれ切られている。勾配パネ
ル11は上述のように、脚部11a及び溝底面部
11bからなる断面逆U字形の机体状をしている
が、脚部は溝底面部が長さ方向水平面に対して傾
斜するよう長辺方向の前後において異つた高さを
有している。この異つた高さによつて得られる溝
底形成部の勾配により溝内に雨水等の水が順調に
流下する。勾配パネルの溝底面上表面は横断面か
らみて水平、凸状、凹状、山形状等にすることが
でき、またその上表面に長さ方向の溝を有するも
のであつてもよい。さらに勾配パネルはU字溝本
体の場合と同様にセメントコンクリート等によつ
て形成するのが好ましいが、必ずしもこれに限定
されるものではない。
In FIG. 1, reference numeral A indicates a drainage ditch according to the present invention. Drainage ditch A consists of a ditch body 1 and a cover body 5,
The groove body 1 is formed from side walls 2, 2 and a bottom part 3,
The inner surface of the groove of the bottom part 3 is inclined in the water flow direction of the groove A (indicated by the arrow), and a water barrier plate 4,
4 is placed. The bottom portion 3 of the groove is composed of, for example, a sloped panel 11 for forming a sloped bottom surface (hereinafter abbreviated as sloped panel). The slope panel 11 has leg portions 11a and a groove bottom portion 11 whose upper surface in cross section is horizontal.
A cutout step 11c is cut around the upper surface of the groove bottom, and a cutout 11d is cut in the center of the lower side of the leg 11a. As described above, the sloped panel 11 has a desk shape with an inverted U-shape in cross section, consisting of legs 11a and groove bottoms 11b, but the legs are long so that the groove bottoms are inclined with respect to the horizontal plane in the longitudinal direction. The front and rear sides have different heights in the side direction. The slope of the groove bottom forming portion obtained by the different heights allows water such as rainwater to smoothly flow down into the groove. The groove bottom upper surface of the slope panel can be horizontal, convex, concave, mountain-shaped, etc. when viewed in cross section, and may have longitudinal grooves on the upper surface. Further, it is preferable that the slope panel be formed of cement concrete or the like, as in the case of the U-shaped groove body, but the invention is not necessarily limited to this.

なお、勾配用U字溝Aは、例えば勾配を有する
道路を横断するように配設する場合、U字溝本体
の側壁は谷側と山側で高さ及び強度を適宜差のあ
るものとし、蓋体8も車輌等の通過時の負荷に耐
え得る構造を有するものとしたU字溝とすること
が好ましい。このような構造の勾配用U字溝本体
の例として実開昭61−170601号公報記載の勾配用
U字溝を挙げることができるが本考案は必ずしも
これに限定されるものではない。流水障壁板4,
4はその長さ方向が排水溝Aの水流方向(矢印で
示す)に対して直角になるよう配設される。流水
障壁板4,4の長さは溝幅の約1/2であり、交互
に溝Aの側壁2の内表面2a,2bから適宜の間
隔をおいて溝Aの幅中心線近くまで延びている。
また、流水障壁板4,4は水流に対し障壁となる
突起面が溝底部3の表面に対してほぼ直角とな
り、その裏側面は傾斜面を形成した形となつてい
る。流水障壁板の高さは特に限定されず、溝Aの
設置される場所や流水の条件等に応じて適宜選択
することができる。さらに、流水障壁板の形状及
び配置間隔等も必ずしも上記に限定されない。例
えば、第2図に示すような排水溝構造にすること
ができる。すなわち、第2図の排水溝A′におい
て溝本体6は、排水溝Aの場合と同様、側壁7,
7と底部8からなつているが、底部8の表面8a
は断面が溝幅中央部で高くなつた山形となる形状
であり、流水障壁板9,9も溝幅中央から側壁
7,7へ向つて下り勾配に配置されている。この
排水溝A′は常時水流がなく、日常土砂等が入る
場合、これを溝の両側に堆積させておき(図中1
0は堆積物を示す)、これを水流のある時流し出
す排水溝に好適である。
In addition, when the U-shaped groove A for slope is arranged to cross a road having a slope, for example, the side walls of the U-shaped groove main body should have an appropriate difference in height and strength between the valley side and the mountain side. Preferably, the body 8 is also a U-shaped groove having a structure capable of withstanding the load when a vehicle or the like passes by. An example of a slope U-shaped groove main body having such a structure is the slope U-shaped groove described in Japanese Utility Model Application Laid-Open No. 170601/1982, but the present invention is not necessarily limited thereto. Water barrier plate 4,
4 is arranged so that its length direction is perpendicular to the water flow direction (indicated by the arrow) of the drain A. The length of the water barrier plates 4, 4 is about 1/2 of the groove width, and they extend alternately from the inner surfaces 2a, 2b of the side wall 2 of the groove A at appropriate intervals to near the width center line of the groove A. There is.
In addition, the water barrier plates 4, 4 have protruding surfaces that act as a barrier against water flow and are approximately perpendicular to the surface of the groove bottom 3, and the back surfaces thereof are formed with an inclined surface. The height of the water barrier plate is not particularly limited, and can be appropriately selected depending on the location where the groove A is installed, the water flow conditions, and the like. Furthermore, the shape, arrangement interval, etc. of the flowing water barrier plate are not necessarily limited to the above. For example, a drain structure as shown in FIG. 2 can be used. That is, in the drain A' in FIG. 2, the groove main body 6 has side walls 7,
7 and a bottom part 8, but the surface 8a of the bottom part 8
The cross section has a mountain-shaped shape that becomes higher at the center of the groove width, and the water barrier plates 9, 9 are also arranged with a downward slope from the center of the groove width toward the side walls 7, 7. This drainage ditch A' does not have a constant flow of water, so if everyday dirt gets in, it should be deposited on both sides of the ditch (see 1 in the figure).
0 indicates deposits), it is suitable for drains where the deposits are flushed out when there is water flow.

排水溝Aは上述のように構成されているので、
その使用にあたつては、通常の排水溝の場合と同
様に、溝設置場所を堀起して基礎を形成するとと
もに、この基礎の上に排水溝本体1を配設し、溝
の両側壁2,2の外側を土砂で埋めた後、蓋体5
を閉塞すればよい。
Since drainage ditch A is configured as described above,
When using it, as in the case of a normal drainage ditch, the place where the ditch will be installed is dug up to form a foundation, the drainage ditch main body 1 is placed on this foundation, and both side walls of the ditch are installed. After filling the outside of 2 and 2 with earth and sand, cover the lid 5.
All you have to do is block it.

(考案の作用、効果) 上記構成のように、本考案に係る排水溝はその
底部に突起した流水障壁板を設けたものであるか
ら水流の自然力、すなわち船が水上を走行する際
起きるような水の運動を利用し土砂等の堆積物を
下流へ押し流す作用を有している。この作用を第
3図によつて説明すると、溝の底面32にそつて
流れてきた水(矢印)は水流障壁板31にほぼ直
角につきあたることによつて逆流、横流れ及
び追跡流などの乱流となり、堆積物(図示せ
ず)をはねあげたり、まき上げたりして下流へお
し流す作用をする。このように本考案の排水溝に
おいては、流水の自然力を利用して土砂等の堆積
物を逐次下流へ流し出すことができるので常に水
は順調に流れ、堆積物による溝の底上げのための
溢水が防止され、かつ堆積物による悪臭の発生も
防止され、溝掃除等の管理作業は不要となる。こ
の効果は常時水流がなく、降雨等により不時流水
が生じる排水溝においても発揮され、日常堆積し
た土砂等を一挙に流し出し清掃が自然に行われ
る。
(Functions and effects of the invention) As in the above structure, the drainage ditch according to the invention has a protruding water barrier plate at its bottom, so it can absorb the natural force of water flow, that is, the water flow that occurs when a ship runs on water. It has the effect of using the movement of water to push sediment such as earth and sand downstream. To explain this effect using FIG. 3, the water (arrow) flowing along the bottom surface 32 of the groove hits the water flow barrier plate 31 at an almost right angle, causing turbulent flow such as reverse flow, lateral flow, and pursuit flow. This has the effect of kicking up or stirring up sediment (not shown) and flushing it downstream. In this way, in the drainage ditch of the present invention, sediments such as earth and sand can be successively flushed downstream using the natural force of running water, so water always flows smoothly and there is no overflow due to sediment raising the bottom of the ditch. This also prevents the occurrence of foul odors due to deposits, and eliminates the need for maintenance work such as cleaning ditches. This effect is also exhibited in drainage ditches where there is no constant water flow, but where untimely water flows due to rainfall, etc., and the soil and sand that accumulates on a daily basis is flushed out and cleaned naturally.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図イ、ロ、ハ、ニは本考案に係る排水溝の
それぞれ流れの上流からの正面図、内部側面図、
下流からの正面図及び平面図であり、第2図は本
考案の別の態様の排水溝の正面図であり、第3図
は流水障壁板の作用説明図である。 符号の説明、A,A′……排水溝、1……排水
溝本体、2……側壁、3……底部、4……流水障
壁板。
Figure 1 A, B, C, and D are respectively a front view and an internal side view of the drainage ditch according to the present invention from the upstream direction of the flow;
FIG. 2 is a front view of another embodiment of the drainage ditch of the present invention, and FIG. 3 is an explanatory view of the function of the water barrier plate. Explanation of symbols: A, A'...Drainage ditch, 1...Drainage ditch body, 2...Side wall, 3...Bottom, 4...Water barrier plate.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 排水溝内の底面に、その上面が長さ方向の傾斜
面とされ、その傾斜面上に突起した流水障壁板を
設けた傾斜底面形成用勾配パネルを配設したこと
を特徴とする排水溝。
A drainage ditch characterized in that a sloped panel for forming a sloped bottom face is disposed on the bottom face of the drainage ditch, the upper face of which is a sloped face in the length direction, and a water barrier plate protruding from the sloped face is provided.
JP1988025089U 1988-02-29 1988-02-29 Expired - Lifetime JPH053583Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1988025089U JPH053583Y2 (en) 1988-02-29 1988-02-29

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1988025089U JPH053583Y2 (en) 1988-02-29 1988-02-29

Publications (2)

Publication Number Publication Date
JPH01136582U JPH01136582U (en) 1989-09-19
JPH053583Y2 true JPH053583Y2 (en) 1993-01-28

Family

ID=31245511

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1988025089U Expired - Lifetime JPH053583Y2 (en) 1988-02-29 1988-02-29

Country Status (1)

Country Link
JP (1) JPH053583Y2 (en)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51155528U (en) * 1975-06-06 1976-12-11
JPS5466458U (en) * 1977-10-20 1979-05-11
JPS6066733U (en) * 1983-10-13 1985-05-11 富山コンクリート工業株式会社 Channel block with triangular pillars

Also Published As

Publication number Publication date
JPH01136582U (en) 1989-09-19

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