JP3574813B2 - Concrete gutter - Google Patents

Concrete gutter Download PDF

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Publication number
JP3574813B2
JP3574813B2 JP34109694A JP34109694A JP3574813B2 JP 3574813 B2 JP3574813 B2 JP 3574813B2 JP 34109694 A JP34109694 A JP 34109694A JP 34109694 A JP34109694 A JP 34109694A JP 3574813 B2 JP3574813 B2 JP 3574813B2
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Japan
Prior art keywords
concrete
groove
downflow path
water inlet
open side
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Expired - Fee Related
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JP34109694A
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Japanese (ja)
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JPH08189072A (en
Inventor
忠男 秋
文男 星野
Original Assignee
文男 星野
忠男 秋
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Application filed by 文男 星野, 忠男 秋 filed Critical 文男 星野
Priority to JP34109694A priority Critical patent/JP3574813B2/en
Publication of JPH08189072A publication Critical patent/JPH08189072A/en
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

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  • Sewage (AREA)

Description

【0001】
【産業上の利用分野】
本発明は、水抜きのための側溝や横断溝の蓋に関し、特にグレーチングに代わる低コストで安全性に優れたコンクリート溝蓋に関するものである。
【0002】
【従来技術】
本出願人は平成6年6月13日にこの種コンクリート溝蓋について出願した。この発明は溝蓋の幅方向に水入り口を有するものであるが、水入り口が幅方向全幅にわたっていないため、道路から流れ込んでくる水が溝蓋と溝壁の間に流れ込み、溝蓋と溝壁の間に砂や塵埃を詰まらせる。この結果、水は溝蓋と溝壁の境界を乗り越えて、溝蓋上面に達するため、水入り口では水の取り入れが十分に行なわれず、道路に向けて逆流することも発生する。
【0003】
【発明が解決しようとする課題】
水抜きのための側溝や、横断溝の蓋において道路から流れ込んでくる溢流水を直接溝壁からコンクリート溝蓋の水入り口に流れ込ませ、溝蓋と溝壁の間に塵埃や土砂の詰まるのを防止すること。
【0004】
【技術的手段】
上面に水入口2aを設け、かつ1側から他側へ向けて傾斜した流下路2bを有し、かつ流下路2bの上端側面は水入口2aにつながって開放されて開放側面2oを形成している流入部2xと、流入部2xの流下路2bの下端部下面に連接する流出筒体2yとからなる合成樹脂製水抜き体2を用い、
【0005】
該水抜き体2,2をコンクリート溝蓋1の幅方向に流出筒体2y,2yを内側において対向して埋め込み、かつその際前記流入部2xの開放側面2oはコンクリート溝蓋1の側面に露出して埋め込まれている、コンクリート溝蓋。
【0006】
【作用】
道路から溢流してくる水は溝壁を乗り越えると、直接溝蓋の水入り口2aの開放側面2oに流れ込むので溝壁3と溝蓋1の隙間に土砂や塵埃の詰まることがない。
【0007】
【実施例】
図1は本発明第1実施例の水抜き体2の斜視図を示す。
水抜き体2は側面があたかもピストン形をなし、合成樹脂製である。そしてピストン形の基部を内側にして対向せしめ、溝蓋1内に埋め込まれる。
【0008】
水抜き体2は図1に示すように流入部2xと、その1側下面に形成される流出筒体2yとからなる。
流入部2xは補強リブrで補強された水入り口2aと外側から内側に向けて傾斜する流下路2bを有する。そして流下路2bの上端で、水入り口2aにつながって溝壁に接する側面は開放され開放側面2oとなっている。
【0009】
水抜き体2の流入部2xの内側下面には流出筒体2yが形成される。
そして溝蓋1は図2に示すように水抜き体2の開放側面2oをコンクリート溝蓋1の側面に開放して埋め込まれる。
したがって、開放側面2oが溝壁3に直接接することになる。
【0010】
本発明は上記のような構成であるので、図3、図4に示すように道路から流れ込んでくる水は図2、図3に示すように直接水抜き体2の開放側面2oに流れ込み流下路2bを流下して流出筒体2yから溝内に流出される。
【0011】
また、水抜き体2の間隔が狭いほど流れ込んでくる水の運ぶ塵埃土砂などは、溝壁3と溝蓋1の間に挟まれることは少ないが、溝蓋1の強度の関係から水抜き体2の間隔を狭め過ぎることはできない。
実際には水抜き体2の間隔部分に流れ込んだ水は水勢により水抜き体2の開放側面2oに流れ込む割合が大きいものと考えられる。
【0012】
次に、図5に示した第2実施例について説明する。
第2実施例は第1実施例と異なり、一体の水抜き体2が用いられる。
【0013】
すなわち、第2実施例の水抜き体2は次の構成を有する。
すなわち、上面外側端部に水入口2aを設け、かつ、外側から内側に向けて傾斜した流下路2bを有し、
【0014】
さらに、流下路2bの上端外側面は水入口2aにつながって開放されて、開放側面2oを形成している流入部2xと、
【0015】
流入部2xの流下路2bの下端部下面に連接する流出筒体2yとからなる合成樹脂製水抜き体2を用いる。
【0016】
そしてこの水抜き体2をコンクリート溝蓋1の幅方向に埋め込み、かつその際前記流入部2xの開放側面2oはコンクリート溝蓋1の側面に露出して埋め込まれている。
【0017】
第2実施例も第1実施例と同様、道路から流れ込んでくる水は直接水抜き体2の開放側面2oに流れ込み流下路2bを流下して、流出筒体2yから溝内に流出される。
【0018】
【発明の効果】
道路から溝の中に流れ込んでくる水が直接水抜き体2の開放側面2oに流れ込むので、溝蓋1と溝壁3の間隙に流れ込む水の量が合い幅に減殺され、溝蓋1と溝壁3の間に詰まる土砂塵埃などの量が大幅に減り、排水効率が著しく向上される。
【図面の簡単な説明】
【図1】▲a▼ 本発明第1実施例の水抜き体2の斜視図、
▲a▼ 図1aの1b−1b斜視図、
【図2】本発明第1実施例のコンクリート溝蓋1の斜視図、
【図3】同じくコンクリート溝蓋1をコンクリート溝に嵌め込んだときの断面図、
【図4】同じく平面図、
【図5】第2実施例の溝蓋の斜視図、
【符号の説明】
1:コンクリート溝蓋、2:水抜き体、2a:水入り口、2b:流下路、r:補強リブ、2o:開放側面、2x:流入部、2y:流出筒体、3:溝壁。
[0001]
[Industrial applications]
The present invention relates to a cover for a side gutter or a transverse gutter for draining water, and more particularly to a low-cost and highly safe concrete gutter for replacing a grating.
[0002]
[Prior art]
The present applicant filed an application for this type of concrete gutter on June 13, 1994. Although the present invention has a water inlet in the width direction of the groove lid, since the water inlet does not extend over the entire width in the width direction, water flowing from the road flows between the groove lid and the groove wall, and the groove lid and the groove wall. Sand and dust clog in between. As a result, the water crosses the boundary between the groove lid and the groove wall and reaches the upper surface of the groove lid. Therefore, the water is not sufficiently taken in at the water entrance, and the water may flow backward toward the road.
[0003]
[Problems to be solved by the invention]
The overflow water flowing from the road at the side gutter for draining and the crossing gutter lid flows directly from the gutter wall to the water entrance of the concrete gutter to prevent the clogging of dust and dirt between the gutter and the gutter wall. To prevent.
[0004]
[Technical means]
A water inlet 2a is provided on the upper surface, and has a downflow path 2b inclined from one side to the other side, and an upper side surface of the downflow path 2b is connected to the water inlet 2a and opened to form an open side surface 2o. Using a synthetic resin drain body 2 composed of an inflow portion 2x and an outflow cylinder 2y connected to the lower surface of the lower end of the downflow path 2b of the inflow portion 2x.
[0005]
The drainage bodies 2 and 2 are buried in the width direction of the concrete groove cover 1 with the outflow cylinders 2y and 2y facing each other inside, and the open side surface 2o of the inflow portion 2x is exposed to the side surface of the concrete groove cover 1. The concrete gutter is embedded.
[0006]
[Action]
When the water overflowing from the road gets over the groove wall, it flows directly into the open side surface 2o of the water inlet 2a of the groove cover, so that the gap between the groove wall 3 and the groove cover 1 is not clogged with dirt and dust.
[0007]
【Example】
FIG. 1 is a perspective view of a drain body 2 according to a first embodiment of the present invention.
The draining body 2 has a piston-like side, and is made of synthetic resin. Then, they are opposed to each other with the piston-shaped base inward, and embedded in the groove cover 1.
[0008]
As shown in FIG. 1, the drain body 2 includes an inflow portion 2x and an outflow cylinder 2y formed on the lower surface on one side thereof.
The inflow portion 2x has a water inlet 2a reinforced by a reinforcing rib r and a flow-down passage 2b inclined from the outside to the inside. At the upper end of the downflow path 2b, a side surface that is connected to the water inlet 2a and contacts the groove wall is opened to be an open side surface 2o.
[0009]
An outflow cylinder 2y is formed on the inner lower surface of the inflow portion 2x of the drainage body 2.
Then, the groove cover 1 is embedded with the open side surface 2o of the drainage body 2 opened to the side surface of the concrete groove cover 1 as shown in FIG.
Therefore, the open side surface 2o comes into direct contact with the groove wall 3.
[0010]
Since the present invention is configured as described above, the water flowing from the road as shown in FIGS. 3 and 4 directly flows into the open side surface 2o of the drainage body 2 as shown in FIGS. 2b flows down from the outflow cylinder 2y into the groove.
[0011]
The smaller the distance between the drainage bodies 2 is, the less the dust and dirt carrying water that flows into the drainage bodies 2 are rarely caught between the groove walls 3 and the groove lids 1. 2 cannot be made too narrow.
Actually, it is considered that a large proportion of the water flowing into the space between the drainage bodies 2 flows into the open side surface 2o of the drainage body 2 due to the water force.
[0012]
Next, a second embodiment shown in FIG. 5 will be described.
The second embodiment differs from the first embodiment in that an integrated drainage body 2 is used.
[0013]
That is, the drainage body 2 of the second embodiment has the following configuration.
That is, the water inlet 2a is provided at the outer end of the upper surface, and the flow path 2b is inclined inward from the outside to the inside.
[0014]
Further, an inflow portion 2x which is open at the upper end outer surface of the flow-down passage 2b by being connected to the water inlet 2a to form an open side surface 2o;
[0015]
The drainage body 2 made of synthetic resin is used, which is composed of an outflow cylinder 2y connected to the lower surface of the lower end of the downflow path 2b of the inflow section 2x.
[0016]
Then, the drainage body 2 is embedded in the width direction of the concrete groove lid 1, and at this time, the open side surface 2 o of the inflow portion 2 x is exposed and embedded in the side surface of the concrete groove lid 1.
[0017]
In the second embodiment, similarly to the first embodiment, the water flowing from the road directly flows into the open side surface 2o of the drainage body 2, flows down the downflow path 2b, and flows out of the outflow cylinder 2y into the groove.
[0018]
【The invention's effect】
Since the water flowing into the groove from the road flows directly into the open side surface 2o of the draining body 2, the amount of water flowing into the gap between the groove cover 1 and the groove wall 3 is reduced to the matching width, and the groove cover 1 and the groove are reduced. The amount of earth and sand and the like clogging between the walls 3 is greatly reduced, and the drainage efficiency is significantly improved.
[Brief description of the drawings]
1 is a perspective view of a drainage body 2 according to a first embodiment of the present invention;
(A) 1b-1b perspective view of FIG. 1a,
FIG. 2 is a perspective view of a concrete gutter 1 according to the first embodiment of the present invention;
FIG. 3 is a cross-sectional view when the concrete groove cover 1 is fitted into a concrete groove.
FIG. 4 is also a plan view,
FIG. 5 is a perspective view of a groove cover according to a second embodiment,
[Explanation of symbols]
1: Concrete groove lid, 2: Drained body, 2a: Water inlet, 2b: Downflow path, r: Reinforcement rib, 2o: Open side face, 2x: Inflow section, 2y: Outflow cylinder, 3: Groove wall.

Claims (2)

上面に水入口2aを設け、かつ1側から他側へ向けて傾斜した流下路2bを有し、かつ流下路2bの上端側面は水入口2aにつながって開放されて開放側面2oを形成している流入部2xと、流入部2xの流下路2bの下端部下面に連接する流出筒体2yとからなる合成樹脂製水抜き体2を用い、
該水抜き体2,2をコンクリート溝蓋1の幅方向に流出筒体2y,2yを内側において対向して埋め込み、かつその際前記流入部2xの開放側面2oはコンクリート溝蓋1の側面に露出して埋め込まれている、
ことを特徴とするコンクリート溝蓋。
A water inlet 2a is provided on the upper surface, and has a downflow path 2b inclined from one side to the other side, and an upper side surface of the downflow path 2b is connected to the water inlet 2a and opened to form an open side surface 2o. Using a synthetic resin drain body 2 composed of an inflow portion 2x and an outflow cylinder 2y connected to the lower surface of the lower end of the downflow path 2b of the inflow portion 2x.
The drainage bodies 2 and 2 are buried in the width direction of the concrete groove cover 1 with the outflow cylinders 2y and 2y facing each other inside, and the open side surface 2o of the inflow portion 2x is exposed to the side surface of the concrete groove cover 1. Embedded
A concrete groove lid characterized by the above-mentioned.
上面外側端部に水入口2aを設け、かつ外側から内側へ向けて傾斜した流下路2bを有し、さらに、流下路2bの上端外側面は水入口2aにつながって開放されて、開放側面2oを形成している流入部2xと、流入部2xの流下路2bの下端部下面に連接する流出筒体2yとからなる合成樹脂製水抜き体2を用い、
該水抜き体2をコンクリート溝蓋1の幅方向に埋め込み、かつその際前記流入部2xの開放側面2oはコンクリート溝蓋1の側面に露出して埋め込まれている、
ことを特徴とするコンクリート溝蓋。
A water inlet 2a is provided at the outer end of the upper surface, and has a downflow path 2b inclined from the outside to the inside. Further, the upper outer surface of the downflow path 2b is connected to the water inlet 2a to be opened, and the open side surface 2o is opened. , And a drain body 2 made of synthetic resin comprising an outflow cylinder 2y connected to the lower surface of the lower end of the downflow path 2b of the inflow section 2x.
The drainage body 2 is embedded in the width direction of the concrete gutter 1, and at this time, the open side surface 2 o of the inflow portion 2 x is exposed and embedded on the side surface of the concrete gutter 1.
A concrete groove lid characterized by the above-mentioned.
JP34109694A 1994-12-31 1994-12-31 Concrete gutter Expired - Fee Related JP3574813B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34109694A JP3574813B2 (en) 1994-12-31 1994-12-31 Concrete gutter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34109694A JP3574813B2 (en) 1994-12-31 1994-12-31 Concrete gutter

Publications (2)

Publication Number Publication Date
JPH08189072A JPH08189072A (en) 1996-07-23
JP3574813B2 true JP3574813B2 (en) 2004-10-06

Family

ID=18343227

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34109694A Expired - Fee Related JP3574813B2 (en) 1994-12-31 1994-12-31 Concrete gutter

Country Status (1)

Country Link
JP (1) JP3574813B2 (en)

Also Published As

Publication number Publication date
JPH08189072A (en) 1996-07-23

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