JPH0530283U - U-shaped groove for rainwater guidance - Google Patents

U-shaped groove for rainwater guidance

Info

Publication number
JPH0530283U
JPH0530283U JP8631291U JP8631291U JPH0530283U JP H0530283 U JPH0530283 U JP H0530283U JP 8631291 U JP8631291 U JP 8631291U JP 8631291 U JP8631291 U JP 8631291U JP H0530283 U JPH0530283 U JP H0530283U
Authority
JP
Japan
Prior art keywords
main body
shaped groove
partition wall
rainwater
shaped
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
JP8631291U
Other languages
Japanese (ja)
Inventor
之彦 青野
Original Assignee
株式会社リビングアオノ
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 株式会社リビングアオノ filed Critical 株式会社リビングアオノ
Priority to JP8631291U priority Critical patent/JPH0530283U/en
Publication of JPH0530283U publication Critical patent/JPH0530283U/en
Pending legal-status Critical Current

Links

Landscapes

  • Sewage (AREA)

Abstract

(57)【要約】 (修正有) 【目的】 U字溝内に流入した雨水を地中に浸透させな
がら下流に向けて流通させることにより、雨水を地下水
として活用できるようにするとともに、U字溝の寿命を
延引させる。 【構成】 U字溝状の主体6を設け、該主体の底壁に多
数の小孔9を形成し、該主体の長手方向一端部の下部を
仕切壁10により閉塞し、該仕切壁の下部に連通孔11
を形成する。
(57) [Summary] (Corrected) [Purpose] The rainwater that flows into the U-shaped ditch can be used as groundwater by permeating it into the ground and circulating it toward the downstream. Extend the life of the groove. A U-shaped groove-shaped main body 6 is provided, a large number of small holes 9 are formed in a bottom wall of the main body, and a lower portion of one end portion in the longitudinal direction of the main body is closed by a partition wall 10, and a lower portion of the partition wall. To communication hole 11
To form.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、雨水を誘導するU字溝に関するものである。 The present invention relates to a U-shaped groove for guiding rainwater.

【0002】[0002]

【従来の技術】[Prior Art]

従来の技術として図4および図5に示すように、底壁2と該底壁2の両側から 上方に起立する側壁3,3とにより細長いU字溝状に形成してなるコンクリート 製のU字溝1があった。 As a conventional technique, as shown in FIGS. 4 and 5, a U-shaped concrete made by forming a slender U-shaped groove by a bottom wall 2 and side walls 3 and 3 standing upward from both sides of the bottom wall 2. There was a groove 1.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

上記従来のものは、底壁2が長手方向に直線状に延長形成されるとともに、非 通水性であったため、U字溝1内に流入した雨水はすべて下流側方向に向かって 誘導され、該U字溝1内に流入した雨水を地下水として有効に利用することがで きなくなるとともに、U字溝1内に流入した雨水は下流に向かって迅速に流れる ため、複数箇所の各U字溝が接続される下流側の排水路の容量を増大させねばな らない欠点があった。また設置したU字溝1の勾配が大きくなると、降水量が多 くなった際に該U字溝1内を流通する雨水の流速が頗る早くなり、屈曲したU字 溝の側壁に激しく衝突し、この部を損傷させたり外部に飛散したりする欠点があ った。本考案は、上記欠点を解消した新規な雨水誘導用U字溝を得ることを目的 とする。 In the above-mentioned conventional one, since the bottom wall 2 is linearly extended in the longitudinal direction and is not water-permeable, all rainwater flowing into the U-shaped groove 1 is guided toward the downstream side, The rainwater that has flowed into the U-shaped ditch 1 cannot be effectively used as groundwater, and the rainwater that has flowed into the U-shaped ditch 1 flows rapidly toward the downstream side. There was a drawback that the capacity of the drainage channel on the downstream side to be connected had to be increased. Further, when the gradient of the installed U-shaped groove 1 becomes large, the flow velocity of rainwater flowing through the U-shaped groove 1 becomes very fast when the amount of precipitation increases, and the side wall of the bent U-shaped groove collides violently. , There was a defect that this part was damaged or scattered to the outside. It is an object of the present invention to obtain a novel rainwater guiding U-shaped groove that solves the above-mentioned drawbacks.

【0004】[0004]

【課題を解決するための手段】[Means for Solving the Problems]

本考案は、上記目的を達成するために、底壁とその両側から上方に起立する側 壁とからなる細長いU字溝状の主体を設け、該主体の底壁に多数の小孔を形成し 、該主体の長手方向一端部の下部を仕切壁により閉塞し、該仕切壁の下部に連通 孔を形成する構成にしたものである。 In order to achieve the above-mentioned object, the present invention provides an elongated U-shaped groove-shaped main body composed of a bottom wall and side walls standing upright from both sides thereof, and forming a large number of small holes in the bottom wall of the main body. A partition wall closes the lower part of one end of the main body in the longitudinal direction, and a communication hole is formed in the lower part of the partition wall.

【0005】[0005]

【作用】 本考案は上記構成にしたものであるから、主体内に流入した雨水は、仕切壁に よって主体内で滞留しつつ下流に向かって流れ、その一部が小孔から下方に流出 して地中に浸透することになる。[Advantageous Effects] Since the present invention has the above-described configuration, the rainwater that has flowed into the main body flows toward the downstream while staying inside the main body by the partition wall, and a part of the rainwater flows out downward from the small holes. Will penetrate into the ground.

【0006】[0006]

【実施例】【Example】

以下本考案の実施例を図面に基いて説明する。図面において、図1は本考案の 実施例を示す正面断面図、図2はそのII−II断面図、図3は他の実施例を示す側 面断面図である。図1および図2において、5は鉄筋入りコンクリート製のU字 溝であり、底壁7とその両側から上方に起立する側壁8,8とにより細長いU字 溝状の主体6を形成し、該主体6の底壁7に多数の小孔9を形成する。また主体 5の長手方向一端部(図2におい右端部)に仕切壁10を起立形成し、該仕切壁 10により主体5の長手方向一端部を閉塞する。この仕切壁10は、その上端1 0aの高さHを主体5の深さTの約2/3とし、その下端10bを主体5の底面 の上方に位置させて該仕切壁10の下部に連通孔11を形成する。この連通孔1 1は仕切壁10の下端10bを主体5の底面まで延長させ、該仕切壁10の下端 部に多数の円形孔を貫通形成するようにしてもよい。 この仕切壁10の An embodiment of the present invention will be described below with reference to the drawings. In the drawings, FIG. 1 is a front sectional view showing an embodiment of the present invention, FIG. 2 is a II-II sectional view thereof, and FIG. 3 is a side sectional view showing another embodiment. In FIGS. 1 and 2, reference numeral 5 denotes a U-shaped groove made of reinforced concrete, which forms a slender U-shaped groove-shaped main body 6 by a bottom wall 7 and side walls 8 standing upright from both sides thereof. A large number of small holes 9 are formed in the bottom wall 7 of the main body 6. Further, a partition wall 10 is formed upright at one longitudinal end (right end in FIG. 2) of the main body 5, and the longitudinal end of the main body 5 is closed by the partition wall 10. The height H of the upper end 10a of the partition wall 10 is set to about 2/3 of the depth T of the main body 5, and the lower end 10b of the partition wall 10 is located above the bottom surface of the main body 5 to communicate with the lower portion of the partition wall 10. The hole 11 is formed. The communication hole 11 may be formed by extending the lower end 10b of the partition wall 10 to the bottom surface of the main body 5 and forming a large number of circular holes at the lower end portion of the partition wall 10. Of this partition wall 10

【0007】 上記U字溝5は、図2に示すように、仕切壁10を下流側に向けて通水性のジ ャリ、砂等が敷かれた地面12内に設置する。As shown in FIG. 2, the U-shaped groove 5 is installed in the ground 12 with the partition wall 10 facing the downstream side and covered with water-permeable jersey, sand or the like.

【0008】 前述した底部7は、図3に示すように長手方向と直交する波形の底部7’に形 成し、該底部7’の各谷部に小孔9’を形成するようにしてもよい。As shown in FIG. 3, the above-described bottom portion 7 is formed into a corrugated bottom portion 7 ′ that is orthogonal to the longitudinal direction, and small holes 9 ′ are formed in each valley portion of the bottom portion 7 ′. Good.

【0009】 上記実施例によれば、主体6内に流入した雨水は、仕切壁10によって阻止さ れ、該主体6内で滞留しつつ、仕切壁10を乗り越え、また一部の雨水は仕切壁 10の下部に形成した連通孔11を流通して下流に向かって流れる。この場合、 上記主体6内に滞留した雨水は小孔9(9’)から流出して地中に浸透する。こ れにより主体6内に流入した雨水は、流速が低下するとともに、量が次第に低減 することになる。According to the above-described embodiment, the rainwater that has flowed into the main body 6 is blocked by the partition wall 10, passes through the partition wall 10 while staying in the main body 6, and a part of the rainwater is separated from the partition wall. It flows through the communication hole 11 formed in the lower part of 10 and flows downstream. In this case, the rainwater accumulated in the main body 6 flows out from the small holes 9 (9 ') and permeates into the ground. As a result, the flow rate of the rainwater that has flowed into the main body 6 decreases and the amount thereof gradually decreases.

【0010】[0010]

【考案の効果】[Effect of the device]

以上の説明から明らかな如く、本考案は、U字溝内に流入した雨水を地中に浸 透させながら下流に向けて誘導するようにしたので、U字溝内の雨水を地下水と して活用することができる。またU字溝内の雨水の量および流速が低減するので 、U字溝の寿命が延びるとともに、下流側の排水路の容量を低減させるとことが できる等の効果を奏する。 As is clear from the above description, in the present invention, the rainwater flowing into the U-shaped ditch is guided to the downstream while permeating into the ground, so that the rainwater in the U-shaped ditch is used as groundwater. Can be utilized. Further, since the amount of rainwater and the flow velocity in the U-shaped groove are reduced, the life of the U-shaped groove is extended and the capacity of the drainage channel on the downstream side can be reduced.

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

【図1】本考案の実施例を示す正面断面図である。FIG. 1 is a front sectional view showing an embodiment of the present invention.

【図2】図1のII−II断面図である。FIG. 2 is a sectional view taken along the line II-II in FIG.

【図3】他の実施例を示す図2相当の断面図である。FIG. 3 is a sectional view corresponding to FIG. 2 showing another embodiment.

【図4】従来例を示す正面断面図である。FIG. 4 is a front sectional view showing a conventional example.

【図5】図4のV−V断面図である。5 is a sectional view taken along line VV of FIG.

【符号の説明】[Explanation of symbols]

5 U字溝 6 主体 7 底壁 8 側壁 9 小孔 10 小孔 10a 上端 11 連通孔 12 地面 5 U-shaped groove 6 Main body 7 Bottom wall 8 Side wall 9 Small hole 10 Small hole 10a Upper end 11 Communication hole 12 Ground

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 底壁とその両側から上方に起立する側壁
とからなる細長いU字溝状の主体を設け、該主体の底壁
に多数の小孔を形成し、該主体の長手方向一端部の下部
を仕切壁により閉塞し、該仕切壁の下部に連通孔を形成
したことを特徴とする雨水誘導用U字溝。
1. A main body in the form of an elongated U-shaped groove, which comprises a bottom wall and side walls which stand upright from both sides of the main body, and a large number of small holes are formed in the bottom wall of the main body. A U-shaped groove for guiding rainwater, characterized in that the lower part of the partition wall is closed by a partition wall, and a communication hole is formed in the lower part of the partition wall.
JP8631291U 1991-09-25 1991-09-25 U-shaped groove for rainwater guidance Pending JPH0530283U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8631291U JPH0530283U (en) 1991-09-25 1991-09-25 U-shaped groove for rainwater guidance

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8631291U JPH0530283U (en) 1991-09-25 1991-09-25 U-shaped groove for rainwater guidance

Publications (1)

Publication Number Publication Date
JPH0530283U true JPH0530283U (en) 1993-04-20

Family

ID=13883322

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8631291U Pending JPH0530283U (en) 1991-09-25 1991-09-25 U-shaped groove for rainwater guidance

Country Status (1)

Country Link
JP (1) JPH0530283U (en)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5039982U (en) * 1973-08-10 1975-04-23
JPS5134201B2 (en) * 1971-08-18 1976-09-25
JPS5726490B2 (en) * 1974-09-09 1982-06-04
JPS5733785B2 (en) * 1974-04-13 1982-07-19
JPS5810981B2 (en) * 1977-01-19 1983-02-28 三菱マテリアル株式会社 Cemented carbide for bits
JPS5927038A (en) * 1982-08-04 1984-02-13 小沢コンクリ−ト工業株式会社 Underground penetrating trench
JPS6183731A (en) * 1984-09-28 1986-04-28 鳥居化成有限会社 U-shaped trench made of resin
JPS6215346U (en) * 1985-07-12 1987-01-29

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5134201B2 (en) * 1971-08-18 1976-09-25
JPS5039982U (en) * 1973-08-10 1975-04-23
JPS5733785B2 (en) * 1974-04-13 1982-07-19
JPS5726490B2 (en) * 1974-09-09 1982-06-04
JPS5810981B2 (en) * 1977-01-19 1983-02-28 三菱マテリアル株式会社 Cemented carbide for bits
JPS5927038A (en) * 1982-08-04 1984-02-13 小沢コンクリ−ト工業株式会社 Underground penetrating trench
JPS6183731A (en) * 1984-09-28 1986-04-28 鳥居化成有限会社 U-shaped trench made of resin
JPS6215346U (en) * 1985-07-12 1987-01-29

Similar Documents

Publication Publication Date Title
JPH0530283U (en) U-shaped groove for rainwater guidance
EP0020630A1 (en) Drain pipe.
JP4560232B2 (en) Catchment block
JP4235297B2 (en) Catchment for small animal escape
JPH0519219Y2 (en)
JP3729435B2 (en) Reducer for pipe joint
JP3118236U (en) Rainwater lid
JPH0754383Y2 (en) U-shaped gutter for escape of small animals
JPS5925445Y2 (en) oil collector
JP2565476B2 (en) Culvert for underground penetration such as rainwater
JPS6019682U (en) Window sill drainage system
JPS5820711Y2 (en) gutter cover
JP3001220U (en) Perforated plate with drainage groove Water absorption groove
JPH0315617Y2 (en)
JPS64465Y2 (en)
JP2506419Y2 (en) Drainage concrete pipe
JPH0750462Y2 (en) Connection structure of rainwater infiltration basin and gutter
JPS6215321Y2 (en)
JPH0130640Y2 (en)
JP2002348944A (en) Installation structure for side ditch for road
JPS5855342Y2 (en) heat storage water tank
KR910000074Y1 (en) Fabricated head apron in open channel
JPS625079Y2 (en)
JPS5980582U (en) Rainwater underground infiltration device
JPH0529728B2 (en)