JP2002129535A - Water permeable channel member having purifying effect - Google Patents

Water permeable channel member having purifying effect

Info

Publication number
JP2002129535A
JP2002129535A JP2000320381A JP2000320381A JP2002129535A JP 2002129535 A JP2002129535 A JP 2002129535A JP 2000320381 A JP2000320381 A JP 2000320381A JP 2000320381 A JP2000320381 A JP 2000320381A JP 2002129535 A JP2002129535 A JP 2002129535A
Authority
JP
Japan
Prior art keywords
water
permeable
channel
ground
waterway
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.)
Pending
Application number
JP2000320381A
Other languages
Japanese (ja)
Inventor
Koji Tamura
幸治 田村
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2000320381A priority Critical patent/JP2002129535A/en
Publication of JP2002129535A publication Critical patent/JP2002129535A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B8/00Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
    • E02B8/02Sediment base gates; Sand sluices; Structures for retaining arresting waterborne material

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a water channel member capable of maintaining an adequate moist condition for the surrounding ground and of purifying water flowing inside the channel. SOLUTION: Waterstops (4) separating the upstream side from the downstream side are formed as one united body at the inner bottom portion of a water permeable channel member (3) forming a pipe shape or U-shaped channel connected together in longitudinal direction.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、自然環境の改善に
役立つ排水路を構成する水路部材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a waterway member constituting a drainage channel useful for improving the natural environment.

【0002】[0002]

【従来の技術】地盤の湿潤状態は地上又は地中に排水用
水路を敷設して調整する。
2. Description of the Related Art The wet state of the ground is adjusted by laying a drainage channel on the ground or in the ground.

【0003】従来の排水用水路を構成する水路部材は、
非透水性コンクリートのU溝形又は管形ブロックであ
り、水路内の水が地中へ浸透することも、地中の水が水
路内へ浸透することもなかった。降雨は調整池へ直接流
入して、水路から排水されるから、雨量が多いと、地盤
が余分の水で湿地化し、逆に、雨量が少なくて調整池が
干上がると、土地が乾きすぎて砂漠化するため、自然環
境が荒廃するという問題が起きていた。
[0003] A waterway member constituting a conventional drainage waterway is as follows.
It is a U-groove or tube-shaped block made of non-permeable concrete, and neither water in the water channel permeated into the ground nor water from the ground penetrated into the water channel. Rain flows directly into the reservoir and is drained from the canal.If the rainfall is large, the ground becomes wetland with excess water, and if the rainfall is low and the reservoir is dried up, the land becomes too dry and As a result, the natural environment has been degraded.

【0004】[0004]

【発明が解決しようとする課題】本発明は、上記問題を
解決するためになされたものであり、その課題は、周囲
の地盤が余分な水を含むときは、その水を内部に吸収し
て水路に流し、地盤が乾きすぎているときは、内部の水
を放出して地盤を適度な湿潤状態に維持する水路を提供
することにある。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problem, and the problem is that when the surrounding ground contains extra water, the water is absorbed inside. It is an object of the present invention to provide a water channel that is flushed into a water channel and discharges internal water when the ground is too dry to maintain the ground in a moderately wet state.

【0005】[0005]

【課題を解決するための手段】前記課題を達成するた
め、本発明が採用する手段は、水路を構成するU形又は
管形水路部材としてのコンクリート成形品を透水性と
し、その内底面に水を滞留させて浄化作用をする止水板
を設けたことにある。透水性を有するコンクリート成形
品は通気透水性コンクリート製とすることが好ましい
が、一般的な非透水性コンクリート製とすることも可能
である。非透水性コンクリート製の場合は、多数の孔を
壁面に設けて透水性とし、内設した金網、合成樹脂製
網、布等で各孔の内外を仕切る。止水板は各水路部材の
出口に設けることも可能であり、この場合、入口に滞留
用の水受け部を設けてもよい。
In order to achieve the above-mentioned object, a means adopted by the present invention is to make a concrete molded product as a U-shaped or tube-shaped waterway member constituting a waterway permeable, and to form a water-permeable material on the inner bottom surface thereof. Is provided with a water stop plate for retaining and purifying water. It is preferable that the concrete molded product having water permeability is made of air-permeable and water-permeable concrete, but it is also possible to use general non-water-permeable concrete. In the case of non-permeable concrete, a large number of holes are provided on the wall surface to make it water-permeable, and the inside and outside of each hole are partitioned by an internal metal net, a synthetic resin net, a cloth or the like. The water stop plate can be provided at the outlet of each water channel member, and in this case, a water receiver for staying may be provided at the inlet.

【0006】[0006]

【発明の実施の形態】本発明を図面に示す実施例に基づ
いて説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described based on an embodiment shown in the drawings.

【0007】図1及び図2は、第1実施例の管形水路部
材1の端面図及び縦断面図であり、管形水路部材1は、
円筒管形の透水性コンクリート製の成形品であり、内底
部には止水板2が一体に形成されている。止水板2は端
面から見ると半円形である。
FIGS. 1 and 2 are an end view and a longitudinal sectional view, respectively, of a tubular channel member 1 of a first embodiment.
It is a cylindrical pipe-shaped molded product made of permeable concrete, and a water blocking plate 2 is integrally formed on the inner bottom. The water stop plate 2 is semicircular when viewed from the end face.

【0008】地盤に施工された水路用の溝内において、
管形水路部材1は長手方向に順次接続され、水路を形成
する。水路は上流側から下流側へ順次低下する。地盤が
余分の水を保有するとき、余分の水は、管形水路部材1
の管壁から内部に浸透し、矢印で示すように、水路を上
流側から下流側へ流れる。水は各水路部材1の内部の止
水板2の上流側に滞留した後に止水板2を越えて下流側
に滝状に落下する。このとき、水は曝気作用により浄化
される。地盤が乾燥すると、各水路部材1内の止水板2
の上流側に残留する水が管壁から地中に浸透して地盤に
湿りを付与し、砂漠化を防止する。
[0008] In a channel for a channel constructed on the ground,
The tubular waterway members 1 are sequentially connected in the longitudinal direction to form a waterway. The waterway descends from upstream to downstream. When the ground holds extra water, the extra water is
Permeates into the interior from the pipe wall and flows through the water channel from the upstream side to the downstream side as indicated by the arrow. The water stays on the upstream side of the water stop plate 2 inside each water channel member 1 and then falls like a waterfall over the water stop plate 2 to the downstream side. At this time, the water is purified by aeration. When the ground is dry, the water stop plate 2 in each channel member 1
The water remaining on the upstream side of the pit penetrates into the ground from the pipe wall and gives moisture to the ground, thereby preventing desertification.

【0009】[0009]

【実施例】次に、第2実施例の溝形水路部材について説
明する。
Next, a channel type waterway member according to a second embodiment will be described.

【0010】図3及び図4は溝形水路部材3の端面図及
び縦断面図である。溝形水路部材3は、U形の横断面を
有する樋状の透水性コンクリート製の成形品であり、内
底部に止水板4が一体に形成されている。止水板4は、
溝形水路部材3の内底部を上流側と下流側に仕切る堰で
あり、上部が下流側に突出して庇5を形成する。
FIGS. 3 and 4 are an end view and a longitudinal sectional view of the channel-shaped channel member 3. FIG. The channel-shaped channel member 3 is a gutter-shaped molded product made of water-permeable concrete having a U-shaped cross section, and a water-blocking plate 4 is integrally formed on an inner bottom portion. The water stop plate 4
It is a weir which partitions the inner bottom part of the channel-shaped channel member 3 into the upstream side and the downstream side, and the upper part projects to the downstream side to form the eaves 5.

【0011】多数の溝形水路部材3は、地盤に施工され
た水路用の溝内において、長手方向に順次接続されて上
流側が下流側よりも高い水路を形成する。各溝形水路部
材3の内部を矢印で示す方向に流れる水は、止水板4の
上流側に滞留した後に、止水板4の庇5を越えて下流側
に落下する。このとき、庇5の下方の空気が水に巻き込
まれ、水の含有酸素が増大して水が浄化される。水路の
上面は開放され、止水板4の上流側には堆積物が留まる
だけでなく、藻が発生して付着し、水は植生による浄化
作用も受ける。多量の降雨による地盤の余分な水は、各
水路部材3の透水性壁面から内部に浸透し、長期の日照
りにより地盤が乾燥すると、各水路部材3の残留水が透
水性壁面から地盤へ浸透するから、地盤の湿潤性は適度
に保持される。
A large number of groove-shaped waterway members 3 are sequentially connected in the longitudinal direction in a waterway groove constructed on the ground so that an upstream side is higher than a downstream side. The water flowing in the direction indicated by the arrow inside each grooved waterway member 3 stays on the upstream side of the water stoppage plate 4 and then falls downstream over the eaves 5 of the water stoppage plate 4. At this time, the air below the eaves 5 is caught in the water, the oxygen content of the water increases, and the water is purified. The upper surface of the water channel is open, and not only sediment remains on the upstream side of the water stoppage plate 4, but also algae are generated and attached, and water is also subjected to a purification action by vegetation. Excess water in the ground due to a large amount of rain penetrates into the interior from the water-permeable wall surface of each waterway member 3, and when the ground dries due to long-term sunshine, residual water in each waterway member 3 permeates from the water-permeable wall surface to the ground. Therefore, the wettability of the ground is appropriately maintained.

【0012】図5に示す第3実施例の溝形水路部材6
は、一般的な非透水性コンクリート製の成形品である
が、壁面には多数の貫通孔7があけれれている。各貫通
孔7は埋め込んだ合成樹脂製の網8により内外に仕切ら
れる。この貫通孔7を介して地盤の余分な水が水路部材
6の内部に浸透し、地盤が乾いたときは、水路部材6の
内部の残留水が地盤へ浸透する。上記以外の構成及び効
果は第2実施例と同じである。
FIG. 5 shows a grooved waterway member 6 according to a third embodiment.
Is a general molded product made of water-impermeable concrete, but has many through holes 7 formed in the wall surface. Each through-hole 7 is partitioned inside and outside by an embedded synthetic resin net 8. Excess water in the ground penetrates into the waterway member 6 through the through hole 7, and when the ground dries, residual water inside the waterway member 6 permeates into the ground. Other configurations and effects are the same as those of the second embodiment.

【0013】図6に示す第4実施例の各溝形水路部材9
は、出口に止水板10を入口に水受け部11をそれぞれ
備え、水は止水板10の下流の水受け部11に滞留す
る。水受け部11は低いから、水量の少ない地盤、勾配
のある地盤の湿潤性保持に好適である。上記以外の構成
及び効果は第2実施例と同じである。
Each channel-shaped channel member 9 of the fourth embodiment shown in FIG.
Has a water stop plate 10 at the outlet and a water receiving portion 11 at the inlet, and water stays in the water receiver 11 downstream of the water stop plate 10. Since the water receiving portion 11 is low, the water receiving portion 11 is suitable for maintaining the wettability of the ground having a small amount of water and the ground having a gradient. Other configurations and effects are the same as those of the second embodiment.

【0014】[0014]

【発明の効果】上記のとおり、本発明の水路部材は、管
壁が透水性であり、内部には浄化作用をする止水板を有
するから、管壁が非透水性で内部に浄化に役立つものが
なかった従来の水路部材とは異なり、水路が通る地盤が
保有する余分な水は内部に取り込み、不足する水は内部
から供給して地盤の湿潤性を適度に保持し、周囲の自然
環境を保全することができるという優れた効果を奏す
る。
As described above, in the waterway member of the present invention, the pipe wall is water-permeable and the inside has a water-blocking plate for purifying action. Unlike conventional waterway members that did not have anything, the extra water held by the ground through which the waterway passes is taken inside, and the insufficient water is supplied from the inside to maintain the soil's wettability moderately and the surrounding natural environment Has an excellent effect of being able to preserve

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

【図1】本発明第1実施例の水路部材の端面図、FIG. 1 is an end view of a waterway member according to a first embodiment of the present invention;

【図2】第1実施例の垂直縦断面図、FIG. 2 is a vertical longitudinal sectional view of the first embodiment,

【図3】第2実施例の図1に相当する図、FIG. 3 is a view corresponding to FIG. 1 of the second embodiment,

【図4】第2実施例の図2に相当する図、FIG. 4 is a view corresponding to FIG. 2 of the second embodiment,

【図5】第3実施例の図2に相当する図、FIG. 5 is a view corresponding to FIG. 2 of the third embodiment,

【図6】第4実施例の図2に相当する図、FIG. 6 is a view corresponding to FIG. 2 of the fourth embodiment,

【符号の説明】[Explanation of symbols]

1、3、6、9:水路部材 2、4、10:止水板 5:庇 7:貫通孔 8:網 11:水受け部 1, 3, 6, 9: water channel member 2, 4, 10: water blocking plate 5: eaves 7: through hole 8: net 11: water receiving portion

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 長手方向に接続されて管形又はU溝形水
路を形成する透水性水路部材(1、3、6、9)の内底
部に止水板(2、4)を一体に設けたことを特徴とする
浄化作用を有する透水性水路部材。
A water-blocking plate (2, 4) is integrally provided on the inner bottom of a water-permeable channel member (1, 3, 6, 9) connected longitudinally to form a tubular or U-shaped channel. A water-permeable waterway member having a purifying action.
【請求項2】 止水板(4)に下流側に延長する庇
(5)を一体に設けたことを特徴とする請求項1記載の
浄化作用を有する透水性水路部材。
2. The water-permeable waterway member having a purifying action according to claim 1, wherein an eave (5) extending downstream is integrally provided on the water-stop plate (4).
【請求項3】 透水性水路部材(1、3)は、透水性コ
ンクリート成形品であることを特徴とする請求項1又は
2記載の浄化作用を有する透水性水路部材。
3. The water-permeable waterway member having a purifying action according to claim 1, wherein the water-permeable waterway member (1, 3) is a molded product of water-permeable concrete.
【請求項4】 透水性水路部材(6)は、壁面に貫通孔
(7)を有する非透水性コンクリート成形品であり、前
記貫通孔は内設された網(8)を介して内外に仕切られ
たことを特徴とする請求項1又は2記載の浄化作用を有
する透水性水路部材。
4. A water-permeable waterway member (6) is a non-permeable concrete molded product having a through-hole (7) in a wall surface, and the through-hole is partitioned into and out of an inside through a mesh (8) provided therein. The water-permeable waterway member having a purifying action according to claim 1 or 2, wherein the water-permeable waterway member has a purifying action.
JP2000320381A 2000-10-20 2000-10-20 Water permeable channel member having purifying effect Pending JP2002129535A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000320381A JP2002129535A (en) 2000-10-20 2000-10-20 Water permeable channel member having purifying effect

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000320381A JP2002129535A (en) 2000-10-20 2000-10-20 Water permeable channel member having purifying effect

Publications (1)

Publication Number Publication Date
JP2002129535A true JP2002129535A (en) 2002-05-09

Family

ID=18798672

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000320381A Pending JP2002129535A (en) 2000-10-20 2000-10-20 Water permeable channel member having purifying effect

Country Status (1)

Country Link
JP (1) JP2002129535A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005064087A1 (en) * 2003-12-26 2005-07-14 Seinan Industry Corporation Block structure for gutter, water channel formed of block structure for the gutter, and method of manufacturing block the structure for gutter
CN109723039A (en) * 2018-12-07 2019-05-07 河南宇宙流体科技有限公司 A kind of anti-blocking plane gate

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005064087A1 (en) * 2003-12-26 2005-07-14 Seinan Industry Corporation Block structure for gutter, water channel formed of block structure for the gutter, and method of manufacturing block the structure for gutter
CN109723039A (en) * 2018-12-07 2019-05-07 河南宇宙流体科技有限公司 A kind of anti-blocking plane gate
CN109723039B (en) * 2018-12-07 2020-10-30 河南宇宙流体科技有限公司 Anti-blocking plane gate

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