JPS60181437A - Distribution type side trench with water permeable rainwatertrough - Google Patents

Distribution type side trench with water permeable rainwatertrough

Info

Publication number
JPS60181437A
JPS60181437A JP3581384A JP3581384A JPS60181437A JP S60181437 A JPS60181437 A JP S60181437A JP 3581384 A JP3581384 A JP 3581384A JP 3581384 A JP3581384 A JP 3581384A JP S60181437 A JPS60181437 A JP S60181437A
Authority
JP
Japan
Prior art keywords
gutter
permeable
rainwater
water
type
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
JP3581384A
Other languages
Japanese (ja)
Inventor
杉山 重昭
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 JP3581384A priority Critical patent/JPS60181437A/en
Publication of JPS60181437A publication Critical patent/JPS60181437A/en
Pending legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 この発明は下層部を汚水溝として分流式側溝上層部の雨
水溝側壁上部のみを透水性にする事によりある一定水量
の雨水等を集水する目的とそれ以上の地表水等を地中へ
浸透させる事であり又、雨水溝側壁全体を透水性にする
事によって雨水等の地表水を地中へ出来るだけ浸透させ
る事により地下水位の回復等に役立て洪水などの災害を
防ぐ事に関するものである。
Detailed Description of the Invention The purpose of this invention is to collect a certain amount of rainwater, etc. by making only the upper part of the side wall of the rainwater gutter in the upper part of the diversion type gutter permeable, while the lower part is used as a sewage gutter. By making the entire side wall of the rainwater gutter permeable, surface water such as rainwater can penetrate into the ground as much as possible, helping to restore the groundwater level and prevent disasters such as floods. It is about preventing.

従来、他の側溝は不透水性コンクリート等で出来ており
、水量を総て集め流す事だけを目的としてきたが近年地
下水位減少による地盤沈下や植生枯渇また都市型下水道
では短時間に起こる集中豪雨により雨水等が側溝・管渠
を通じ河川へ集中流入してしまうので洪水による浸水等
の被害カニ発生しやすかった。
Traditionally, other side gutters were made of impermeable concrete, etc., and their purpose was only to collect and dissipate all the water, but in recent years, ground subsidence and vegetation depletion due to the decline in underground water levels, and urban sewers have been affected by torrential rains that occur in a short period of time. As a result, rainwater, etc. flows concentratedly into rivers through side gutters and culverts, making it easy for floods to cause damage such as inundation.

1・2・6図の穴あき型半透水性雨水溝付分流式側溝(
1)は下層部を不透水性コンクリート側壁(6)の汚水
溝として中蓋(4)を設は上層部の雨水溝91Q壁上部
にのみ透水穴(3)を設けてそれ以外の側壁は不透水性
コンクリート側壁(6)とした。よって雨水溝の上部へ
水量が到達すれば透水穴(3)を通して地中へ流水を浸
透させる事ができ、上部の透水穴(3)迄達しない場合
は流水を集めて有効活用する事を目的とした半透水性雨
水溝付分流式側溝である。
Perforated type semi-permeable rainwater gutter with diversion type gutter shown in Figures 1, 2, and 6 (
In 1), the lower layer is made of impermeable concrete side wall (6) with an inner cover (4) as a wastewater groove, and the upper layer is rainwater gutter 91Q with a water permeable hole (3) only in the upper part of the wall and the other side walls are left open. A water-permeable concrete side wall (6) was used. Therefore, if the water reaches the upper part of the rainwater ditch, the water can permeate into the ground through the water permeation hole (3), and if it does not reach the upper water permeation hole (3), the purpose is to collect the water and use it effectively. This is a semi-permeable rainwater drainage gutter.

また第4図の透水コンクリート型半透水性雨水溝付分流
式側溝(2)は上層部の雨水溝側壁上部にののみ透水穴
(3)の変わりに透水コンクリート側壁(5)構造とし
た半透水性雨水溝付分流式側溝である。
In addition, the water-permeable concrete type semi-permeable rainwater gutter with diversion type gutter (2) shown in Figure 4 has a semi-permeable structure with a water-permeable concrete side wall (5) instead of the water-permeable hole (3) only at the upper part of the rainwater gutter side wall in the upper layer. This is a diversion type gutter with a rainwater gutter.

また布設するさいには側溝目地部(7)にモルタル等を
充填し中蓋目地部(8)へもモルタルを充填する事によ
シ側溝を連結施行する。第5・6・7図の透水コンクリ
ート型雨水溝付分流式側溝(9)は下層部を不透水コン
クリート側壁(6)の汚水溝として中蓋(4)を設は上
層部の雨水溝側壁全体を透水コンクリート側壁(5)と
することにより雨水溝を流れる水金体を地中へ浸透させ
る構造とした。また布設する場合には側溝自体の接合部
としての側溝目地部(7)へモルタル等を充填し中蓋目
地部(8)にモルタルを充填する事により側溝と一体化
する。
Furthermore, when installing the cable, the gutter joints (7) are filled with mortar, etc., and the inner lid joints (8) are also filled with mortar to connect the gutter. In the permeable concrete type rainwater gutter side gutter (9) shown in Figures 5, 6, and 7, the lower layer is used as a sewage groove on the impermeable concrete side wall (6), and the inner cover (4) is installed throughout the upper layer of the rainwater gutter side wall. By using a permeable concrete side wall (5), the structure allows the water flowing through the rainwater gutter to permeate into the ground. When installing, the gutter joint (7) serving as the joint of the gutter itself is filled with mortar, etc., and the inner lid joint (8) is filled with mortar to integrate it with the gutter.

第8図の穴あき型透水性雨水溝付分流式側溝C1Oは透
水コンクリート側壁(5)の変わりに透水穴(3)を設
けたもので用途は透水コンクリート型雨水溝付分流式側
溝(9)と同じである透水性雨水溝付分流式側溝である
The perforated type gutter with perforated rainwater gutter C1O shown in Fig. 8 has a permeable hole (3) instead of the permeable concrete side wall (5), and is used as a permeable concrete type gutter with diversion type rainwater gutter (9). This is a diversion type gutter with a permeable rainwater gutter, which is the same as the above.

本発明は以上の構造でこれを使用する時は車道や歩道等
の路側又は中央へ側溝として布設し下層部を汚水溝の構
造として上層部を雨水溝とする。
When the present invention has the above-mentioned structure and is used, it is installed as a side gutter on the roadside or center of a roadway or sidewalk, and the lower layer is a sewage gutter structure and the upper layer is a rainwater gutter.

下層部の汚水溝は中蓋を設ける事によって暗渠化する事
ができ上層部の雨水溝に雨水等の地表水を集めて流す過
程で、ある一定水量は有効活用する為に集水する。この
場合の一定水量である初期雨水は大気の汚染や屋根・路
面、等で汚染されているので初期流入の雨水を浄水場へ
集め浄化処理後河川へ放流する事により河川水質汚l蜀
防止になる。
The lower level sewage ditch can be turned into an underdrain by installing an inner cover, and in the process of collecting and discharging surface water such as rainwater into the upper level rainwater ditch, a certain amount of water is collected for effective use. In this case, the initial rainwater, which is a fixed amount of water, is contaminated by air pollution, roofs, road surfaces, etc., so the initial inflow of rainwater is collected at a water treatment plant, purified, and then released into the river to prevent river water pollution. Become.

さらに水位が一定高以上に上がると地中へ浸透させる機
能を持たせた穴あき型及び透水コンクリート型半透水性
雨水溝付分流式側溝となり側壁上部のみの準水穴又は透
水コンクリート側壁を通じ地中へ浸透させる。また雨水
溝の両壁全体に浸透機能を持たせた事により短時間で起
こる都市型下水道の弱点である集中豪雨等によって生じ
る管渠・側溝・河川の水量増加に伴なう洪水や浸水等を
極力妨げる構造として雨水溝側壁全体を透水性にし地中
へ排水する事よシ河川流入量を減らし地盤沈下の防止で
ある地下水位の回復・浄水場における汚水処理量の減少
・河川流入への水流遅延や植生枯渇防止等に役立つ事を
目的とした。
Furthermore, when the water level rises above a certain level, perforated type and water permeable concrete type semi-permeable rainwater ditches with the function of permeating into the ground become underground through semi-water holes only in the upper part of the side wall or through the permeable concrete side wall. infiltrate into. In addition, by providing infiltration functions to both walls of the rainwater gutter, it is possible to prevent flooding and inundation caused by an increase in the amount of water in pipes, gutters, and rivers caused by concentrated heavy rain, which is a weak point of urban sewerage systems that can occur in a short period of time. To minimize the obstruction, the entire side wall of the rainwater ditch should be made permeable to drain water into the ground.Recovering the groundwater level by reducing the amount of river inflow and preventing ground subsidence, reducing the amount of sewage treated at the water treatment plant, and water flow into the river. The purpose was to help prevent delays and vegetation depletion.

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

第1図は本発明の半透水性雨水溝付分流式側溝(穴あき
型)の正面図 第2図は同発明の側面図 第6図は同発明の斜視図 第4図は本発明の半透水性雨水溝付分流式側溝(透水コ
ンクリート型)の斜視図 第5図は本発明の透水性雨水溝付分流式側溝(透水コン
クリート型)の正面図 第6図は同発明の側面図 第7図は同発明の斜視図 第8図は本発明の透水性雨水溝付分流式側溝(穴あき型
)の斜視図 (1)は穴あき型半透水性雨水溝付分流式側溝(2)は
透水コンクリート型半透水性雨水溝付分流式側溝 (3
)は透水穴 (4ンは中蓋 (5)は透水コンクリート
側壁 (6)は不透水コンクリート側壁(7)は側溝目
地部 (8)は中蓋目地部 (9)は透水コンクリート
型透水性雨水溝付分流式側溝 (ld)は穴あき型透水性雨水溝付分流式側溝特許出願
人 杉 山 重 昭 第 1 口 1−2 口 第 3 口 メ 今 口 算 5 口 ″$ 6 口 $ 7 口 $ 8 口
Fig. 1 is a front view of a semi-permeable rainwater diversion gutter (perforated type) of the present invention; Fig. 2 is a side view of the same; Fig. 6 is a perspective view of the same; Fig. 4 is a semi-permeable rainwater gutter of the present invention; FIG. 5 is a perspective view of a diversion type gutter with permeable rainwater grooves (permeable concrete type). FIG. 5 is a front view of a diversion type gutter with permeable rainwater grooves (permeable concrete type) according to the present invention. Figure 8 is a perspective view of the same invention; Figure 8 is a perspective view of the permeable rainwater groove and diversion type gutter (perforated type) of the present invention (1) is the perforated type; Water-permeable concrete type semi-permeable rainwater gutter with diversion type gutter (3
) is a permeable hole (4n is the inner lid (5) is the permeable concrete side wall (6) is the impermeable concrete side wall (7) is the gutter joint (8) is the inner lid joint (9) is the permeable concrete type permeable rainwater Separate gutter with groove (LD) is a perforated type gutter with perforated rainwater gutter Patent applicant: Shigeaki Sugiyama 1st mouth 1-2 mouth 3rd mouth now Account: 5 ″$ 6 $ 7 $ 8 mouths

Claims (1)

【特許請求の範囲】[Claims] 分流式側溝の下層部を汚水溝として上層部である雨水溝
の側壁上部のみを透水性にした半透水性雨水溝側壁と雨
水溝側壁全体を透水性にした全透水性雨水溝側壁以上の
如く構成した半透水性雨水溝付分流式側溝及び透水性雨
水溝付分流式側溝である。
Semi-permeable rainwater gutter sidewalls, in which the lower part of the diversion type gutter is used as a wastewater ditch, and only the upper part of the sidewall of the rainwater gutter, which is the upper part, is made permeable; and fully permeable rainwater gutter sidewalls, in which the entire rainwater gutter sidewall is made permeable. These are a semi-permeable rainwater gutter and a permeable rainwater gutter.
JP3581384A 1984-02-27 1984-02-27 Distribution type side trench with water permeable rainwatertrough Pending JPS60181437A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3581384A JPS60181437A (en) 1984-02-27 1984-02-27 Distribution type side trench with water permeable rainwatertrough

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3581384A JPS60181437A (en) 1984-02-27 1984-02-27 Distribution type side trench with water permeable rainwatertrough

Publications (1)

Publication Number Publication Date
JPS60181437A true JPS60181437A (en) 1985-09-17

Family

ID=12452364

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3581384A Pending JPS60181437A (en) 1984-02-27 1984-02-27 Distribution type side trench with water permeable rainwatertrough

Country Status (1)

Country Link
JP (1) JPS60181437A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62170632A (en) * 1986-01-21 1987-07-27 杉山 重昭 Distribution type sewage system using distribution side trough and culvert having distribution measure or manhole connected thereto
JP2009249963A (en) * 2008-04-09 2009-10-29 Asahi Kasei Construction Materials Co Ltd Vent pipe embedding apparatus and embedding method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62170632A (en) * 1986-01-21 1987-07-27 杉山 重昭 Distribution type sewage system using distribution side trough and culvert having distribution measure or manhole connected thereto
JP2009249963A (en) * 2008-04-09 2009-10-29 Asahi Kasei Construction Materials Co Ltd Vent pipe embedding apparatus and embedding method

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