JP2001049647A - Road surface drain treatment facility - Google Patents
Road surface drain treatment facilityInfo
- Publication number
- JP2001049647A JP2001049647A JP11228080A JP22808099A JP2001049647A JP 2001049647 A JP2001049647 A JP 2001049647A JP 11228080 A JP11228080 A JP 11228080A JP 22808099 A JP22808099 A JP 22808099A JP 2001049647 A JP2001049647 A JP 2001049647A
- Authority
- JP
- Japan
- Prior art keywords
- block
- road surface
- wall
- tank
- storage tank
- 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.)
- Granted
Links
Landscapes
- Sewage (AREA)
Abstract
Description
【０００１】[0001]
【発明の属する技術分野】本発明は、国道あるいは高速
自動車道等の舗装道路の路面から集水される汚水から汚
物を取り除いて排水する路面排水処理槽に関するもので
ある。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a road surface wastewater treatment tank for removing wastewater from sewage collected from a surface of a paved road such as a national highway or a highway and draining the same.
【０００２】[0002]
【従来の技術】国道あるいは高速自動車道等は、交通量
の増大、車両の大型化、重量化によって、その路面排水
には、土砂、塵埃、タイヤ屑、オイル等が含まれてい
る。これらの道路区域から流出する排水は、法的な規制
の対象外であるが近辺の水田や池に流入して、水質悪化
をもたらしている。しかし、排水の法的規制としては、
公共用水域の水域汚濁防止のために特定事業場から公共
用水域に排出される水質について定めた排水基準、ある
いは農業用水基準はあるが、路面排水については、従来
は法的規制外であったため、側溝は設けるものの特別の
浄化設備は特になく、粗ゴミを漉すレードルが仕掛けて
ある程度のものが多かった。ところでこのような国道あ
るいは高速自動車道等の周辺の環境が田畑の耕作地で特
にきれいな水を要求する植物を栽培している地理的背景
にある場合には、特に路面排水の適切な水質浄化が要求
される。とりわけ道路周辺の耕作地から黒い水と称さ
れ、上記の路面排水に含まれる土砂、塵埃、タイヤ屑、
オイル等からなり、特に路面排水に浮遊懸濁する１ｍｍ
以下の土砂粒子やカーボン等の懸濁物で通常ＳＳと称す
るもので、このＳＳを除去する要求は無視することはで
きない。2. Description of the Related Art On a national road or an expressway, road surface drainage contains earth and sand, dust, tire waste, oil, etc. due to an increase in traffic volume and an increase in size and weight of vehicles. Drainage from these road areas, which is not subject to legal regulations, flows into nearby paddy fields and ponds, resulting in poor water quality. However, legal regulations for wastewater include:
To prevent water pollution in public water bodies, there is a drainage standard or agriculture water standard that regulates the quality of water discharged from specific business establishments into public water bodies, but road surface drainage has conventionally been out of legal regulations. Although there was a gutter, there was no special purification equipment, and there were many ladle sets for filtering coarse garbage. By the way, when the environment around such a national highway or highway is in the geographical background of cultivating plants that require especially clean water on cultivated fields, it is necessary to purify road surface drainage appropriately. Required. Above all, cultivated land around the road is called black water, and soil, dust, tire debris,
Made of oil etc., especially 1mm suspended and suspended in road surface drainage
The following suspended matter such as earth and sand particles and carbon is usually referred to as SS, and the requirement to remove this SS cannot be ignored.
【０００３】[0003]
【発明が解決しようとする課題】本発明は、路面排水の
上記問題を解消することであり、国道あるいは高速自動
車道等における道路区域から出る路面排水による汚水が
流入して道路周辺の水田や池に害を与えることを防止す
るために、道路側溝から集められた路面排水を流す排出
溝の近くの路側法面に敷設して、道路側溝から出た路面
排水を受入れて路面排水中に含有されている土砂、塵
埃、タイヤ屑や、アスファルトなどから出るオイル等を
分離し、特に黒い水と称される土砂粒子やカーボンなど
の懸濁浮遊物のＳＳを取り除いて水質浄化を図るメンテ
ナンスおよぴコストパフォーマンスに優れた路面排水処
理施設を提供することである。SUMMARY OF THE INVENTION An object of the present invention is to solve the above-mentioned problem of road surface drainage, in which sewage due to road surface drainage from a road section on a national highway or a highway expresses into a paddy field or a pond around the road. In order to prevent harm to the road, it is laid on the roadside slope near the drainage channel that drains the roadside drainage collected from the roadside drainage, receives the roadside drainage from the roadside drainage, and is contained in the roadside drainage. Maintenance and purification to separate water and sediment, dust, tire debris, oil from asphalt, etc., and purify water quality by removing SS in suspended suspended matter such as sediment particles and carbon, which are called black water. It is to provide a road surface wastewater treatment facility with excellent cost performance.
【０００４】[0004]
【課題を解決するための手段】上記の課題を解決するた
めの手段は、路面排水の排水溝６の近くの法面２１に路
面排水処理施設の処理槽１を設置し、排水溝６をバイパ
スして路面排水を処理槽１で浄化処理して処理水を排水
溝６に戻す路面排水処理施設である。処理槽１は内部は
仕切壁５で複数に区切られ、路面排水を受け入れる流入
貯槽２とその後段の整流貯槽３とさらにその後段の流出
貯槽４からなる。処理槽１は、法面２１に一部埋設して
水平に敷設するので、図１に示すように排水溝６が法面
２１の傾斜に沿って流下している場合は、排水溝６と直
角向きの縦置きに配設され、図１２に示すように排水溝
６が法面の傾斜とほぼ直角の道路方向に流下している場
合は、排水溝６と平行の横置きに配設される。Means for solving the above problems are to install a treatment tank 1 of a road surface wastewater treatment facility on a slope 21 near the drainage groove 6 for road surface drainage and to bypass the drainage groove 6. This is a road surface wastewater treatment facility that purifies road surface wastewater in the treatment tank 1 and returns treated water to the drainage ditch 6. The inside of the treatment tank 1 is divided into a plurality of parts by a partition wall 5, and is composed of an inflow storage tank 2 for receiving road surface drainage, a rectification storage tank 3 in the subsequent stage, and an outflow storage tank 4 in the subsequent stage. Since the treatment tank 1 is partially buried in the slope 21 and is laid horizontally, when the drain groove 6 flows down along the slope of the slope 21 as shown in FIG. In a case where the drainage groove 6 flows down in a road direction substantially perpendicular to the slope of the slope as shown in FIG. 12, the drainage groove 6 is disposed horizontally in parallel with the drainage groove 6. .
【０００５】請求項１の発明では、短手方向の複数の仕
切壁５により長手方向の一端から他端に流入貯槽２と整
流貯槽３と流出貯槽４からなる複数の連設貯槽に区画し
た長方形の処理槽１を有し、路面排水の排出溝６の上流
側に路面排水の取水口８を形成した路面排水流入路１４
を設け、該流入路１４の吐出口１３を処理槽１の長手方
向の一端である流入貯槽２の短手方向槽壁１２の上部に
配設して該流入路１４を排出溝６のバイパスとし、処理
槽１の各仕切壁５に槽底１５と仕切壁上端１６との間に
１段または複数段の連通孔１７を形成し、処理槽１の長
手方向の他端側にある流出貯槽４の内部に処理水排出用
の処理水取入口１８を有する処理排水管２０を仕切壁５
および流入貯槽２の短手方向槽壁１２に貫通させ、該処
理排水管２０の処理水排出口１９を下流側の排出溝６に
臨ませたことを特徴とする路面排水処理施設である。According to the first aspect of the present invention, a plurality of continuous storage tanks including an inflow storage tank 2, a rectification storage tank 3, and an outflow storage tank 4 are divided from one end to the other end in the longitudinal direction by a plurality of partition walls 5 in the short direction. Road drainage inflow path 14 having a treatment tank 1 of the type described above and having a road surface drainage intake port 8 formed upstream of the road surface drainage discharge groove 6.
The discharge port 13 of the inflow path 14 is disposed above the short-side tank wall 12 of the inflow storage tank 2 which is one end in the longitudinal direction of the processing tank 1, and the inflow path 14 is used as a bypass for the discharge groove 6. One or more communication holes 17 are formed in the partition wall 5 of the processing tank 1 between the tank bottom 15 and the upper end 16 of the partition wall, and the outflow storage tank 4 at the other end in the longitudinal direction of the processing tank 1 is formed. A treated drain pipe 20 having a treated water inlet 18 for discharging treated water inside the partition wall 5.
A road surface wastewater treatment facility characterized in that it penetrates through the short-side tank wall 12 of the inflow storage tank 2 and the treated water discharge port 19 of the treated drainage pipe 20 faces the downstream discharge groove 6.
【０００６】請求項２の発明では、処理槽１の流入貯槽
２、整流貯槽３、流出貯槽４からなる各貯槽は、内壁面
に酸化チタンを主成分とする光触媒コーティング層を有
することを特徴とする請求項１の手段における路面排水
処理施設である。According to a second aspect of the present invention, each of the storage tanks of the processing tank 1 including the inflow storage tank 2, the rectification storage tank 3, and the outflow storage tank 4 has a photocatalytic coating layer containing titanium oxide as a main component on the inner wall surface. A road surface wastewater treatment facility according to claim 1.
【０００７】請求項３の発明では、処理槽１の整流貯槽
３は、槽上にオイルスキマーを有することを特徴とする
請求項１または２の手段における路面排水処理施設であ
る。According to a third aspect of the present invention, the rectifying storage tank 3 of the treatment tank 1 has an oil skimmer on the tank.
【０００８】請求項４の発明では、請求項１〜３のいず
れか１項の手段におけるに路面排水処理施設において、
路面排水取水口８は排出溝６の上流側に設けた堰９に形
成されていることを特徴とする路面排水処理施設であ
る。According to a fourth aspect of the present invention, in the road surface wastewater treatment facility according to any one of the first to third aspects,
The road surface wastewater intake 8 is a road surface wastewater treatment facility characterized in that it is formed in a weir 9 provided on the upstream side of the discharge groove 6.
【０００９】請求項５の発明では、請求項１〜３のいず
れか１項の手段における路面排水処理施設において、路
面排水取水口８は排出溝６の上流側の溝底部７に設置の
プレート１０に開口の複数の孔１１からなることを特徴
とする路面排水処理施設である。According to a fifth aspect of the present invention, in the road surface wastewater treatment facility according to any one of the first to third aspects, the road surface drainage intake port 8 is provided on a plate bottom 10 installed at a groove bottom portion 7 upstream of the discharge groove 6. A road surface wastewater treatment facility comprising a plurality of holes 11 having openings.
【００１０】請求項６の発明では、排出溝６は道路側部
の法面２１の傾斜方向の下降方向に形成され、処理槽１
はその長手方向を該排出溝６に直角に縦置き設置されて
いることを特徴とする請求項１〜５のいずれか１項の手
段における路面排水処理施設である。According to the invention of claim 6, the discharge groove 6 is formed in the downward direction of the slope 21 of the slope 21 on the side of the road, and the processing tank 1 is formed.
The road surface wastewater treatment facility according to any one of claims 1 to 5, wherein a longitudinal direction of the facility is vertically installed at right angles to the discharge groove (6).
【００１１】請求項７の発明では、請求項１〜６のいず
れか１項の手段における路面排水処理施設において、路
面排水吐出口１３のある一端側の流入貯槽２より後段の
貯槽に、路面排水吐出口１３よりやや高い位置に溢流水
取入口２２を有し、処理水排出口１９より上流の排出溝
６に溢流水排出口２４を有する溢流水排水管２３を付加
的に設置したことを特徴とする路面排水処理施設であ
る。According to a seventh aspect of the present invention, in the road surface wastewater treatment facility according to any one of the first to sixth aspects, the road surface wastewater is discharged from the road surface wastewater discharge port 13 to the storage tank at a stage subsequent to the inflow storage tank 2 on one end side. An overflow water intake pipe 22 having an overflow water inlet 22 at a position slightly higher than the discharge port 13 and an overflow water discharge port 24 in the discharge groove 6 upstream of the treated water discharge port 19 is additionally provided. Road surface wastewater treatment facility.
【００１２】請求項８の発明では、請求項７の手段にお
ける路面排水処理施設において、溢流水取入口２２を有
する貯槽の隣接後段にさらに貯槽を設け、該隣接後段の
貯槽との間の仕切壁５には連通孔１７を設けることな
く、該仕切壁５の上端の高さを他の仕切壁５に有する最
上段の連通孔１７と路面排水吐出口１３との間の高さと
して貯槽間の溢流口２５としたことを特徴とする路面排
水処理施設である。According to the invention of claim 8, in the road surface wastewater treatment facility according to the means of claim 7, a storage tank is further provided at a stage adjacent to the storage tank having the overflow water inlet 22, and a partition wall between the storage tank at the adjacent stage after the storage tank is provided. 5 is not provided with a communication hole 17, and the height of the upper end of the partition wall 5 is defined as the height between the uppermost communication hole 17 having the other partition wall 5 and the road surface drainage outlet 13 between the storage tanks. This is a road surface wastewater treatment facility characterized by an overflow port 25.
【００１３】請求項９の発明では、路面排水の排出溝６
は道路側部の法面２１の傾斜方向と直角方向に形成し、
処理槽１はその長手方向を排出溝６と平行に横置き設置
されていることを特徴とする請求項１〜５のいずれか１
項の手段における路面排水処理施設である。According to the ninth aspect of the present invention, the road surface drainage drain 6 is provided.
Is formed at right angles to the slope direction of the slope 21 at the side of the road,
6. The processing tank 1 according to claim 1, wherein a longitudinal direction of the processing tank 1 is set horizontally in parallel with the discharge groove 6.
The road surface wastewater treatment facility according to the means described in the paragraph.
【００１４】請求項１０の発明では、請求項９の手段に
おける路面排水処理施設において、整流貯槽３の前段側
の貯槽とその隣接後段側の貯槽との間の仕切壁５に連通
孔１７を設けることなく、該仕切壁５の上端の高さを他
の仕切壁５に有する最上段の連通孔１７と路面排水吐出
口１０との間の高さにして貯槽間の溢流口２５としたこ
とを特徴とする路面排水処理施設である。According to a tenth aspect of the present invention, in the road surface wastewater treatment facility according to the ninth aspect, the communication hole 17 is provided in the partition wall 5 between the storage tank at the front side of the rectification storage tank 3 and the storage tank at the adjacent rear side. Without setting the height of the upper end of the partition wall 5 to the height between the uppermost communication hole 17 having the other partition wall 5 and the road surface drainage discharge port 10, the overflow port 25 between the storage tanks was used. It is a road surface wastewater treatment facility characterized by the following.
【００１５】請求項１１の発明では、処理槽１の長手方
向槽壁２６と同長の土留め壁版２７と処理槽１の短手方
向槽壁１２の上端および仕切壁５の上端に載って該土留
め壁版２７から直角方向に突出する槽壁支持版２８およ
び仕切壁支持版２９からなる土留めブロック３０を設
け、該土留めブロック３０の土留め壁版２７を道路側部
法面の上方側に配置して処理槽１の上に載置しているこ
とを特徴とする請求項１〜１１のいずれか１項の手段に
おける路面排水処理施設である。According to the eleventh aspect of the present invention, the earth retaining wall plate 27 having the same length as the longitudinal tank wall 26 of the processing tank 1 and the upper end of the transverse tank wall 12 of the processing tank 1 and the upper end of the partition wall 5 are placed. A retaining block 30 comprising a tank wall supporting plate 28 and a partition wall supporting plate 29 projecting at right angles from the retaining wall plate 27 is provided, and the retaining wall plate 27 of the retaining block 30 is mounted on a road side slope. The road surface wastewater treatment facility according to any one of claims 1 to 11, wherein the facility is disposed on an upper side and placed on the treatment tank (1).
【００１６】請求項１２の発明では、長方形の周枠壁５
０と短手方向の複数の仕切壁５１と底５２からなり周枠
壁上端５３を上段のブロックとの相欠き継ぎ構造５４に
形成している底枠ブロック５５と、長方形の周枠壁５０
と短手方向の複数の仕切壁５１からなり周枠壁上端５３
および周枠壁下端５６を上下段のブロックとの相欠き継
ぎ構造５４に形成している中間枠ブロック５７と、長方
形の周枠壁５０と短手方向の複数の仕切壁５１からなり
該長方形の周枠壁５０の一端側の短手方向の周枠壁５０
に路面排水吐出口１３を有し、周枠壁上端５３に上段の
土留めブロック３０との、かつ、周枠壁下端５６に下段
のブロックとの、相欠き継ぎ構造５４に形成し、仕切壁
下端５８に仕切壁５１を連通する切欠き部５９を有し、
かつ、該長方形の周枠壁５０の他端側の短手方向の周枠
壁５０に処理水排出口１９を有する上部枠ブロック６０
からなることを特徴とする路面排水処理施設の処理槽用
の組ブロックである。According to the twelfth aspect of the present invention, the rectangular peripheral frame wall 5 is provided.
A bottom frame block 55 comprising a plurality of partition walls 51 in the short direction and a bottom 52 and a bottom 52 and an upper end 53 of the peripheral frame wall being formed in a joint structure 54 with the upper block, and a rectangular peripheral frame wall 50
And a plurality of partition walls 51 in the short direction and an upper end 53 of the peripheral frame wall
And an intermediate frame block 57 forming a lower end 56 of the peripheral frame wall in a joint structure 54 with upper and lower blocks, a rectangular peripheral frame wall 50 and a plurality of partition walls 51 in the short direction. The peripheral frame wall 50 in the lateral direction at one end of the peripheral frame wall 50
And a partition wall formed at the upper end 53 of the peripheral frame wall and the lower block 56 at the lower end 56 of the peripheral frame wall. A notch 59 communicating the partition wall 51 with the lower end 58;
In addition, the upper frame block 60 having the treated water discharge port 19 in the short circumferential wall 50 at the other end of the rectangular circumferential wall 50.
It is a set block for a treatment tank of a road surface wastewater treatment facility, comprising:
【００１７】請求項１３の発明では、請求項１２の手段
における組ブロックにおいて、中間枠ブロック５７と上
部枠ブロック６０の間に、長方形の周枠壁５０と短手方
向の複数の仕切壁５１からなり周枠壁上端５３および周
枠壁下端５６を上下段のブロックとの相欠き継ぎ構造５
４に形成し仕切壁下端５８に仕切壁５１を連通する切欠
き部５９を有する切欠き部付き中間枠ブロック６１を追
加したことを特徴とする路面排水処理施設の処理槽用の
組ブロックである。According to a thirteenth aspect of the present invention, in the assembled block according to the twelfth aspect, a rectangular peripheral frame wall 50 and a plurality of transverse partition walls 51 are provided between the intermediate frame block 57 and the upper frame block 60. The peripheral frame wall upper end 53 and the peripheral frame wall lower end 56 are interconnected with the upper and lower blocks 5.
4 is an assembled block for a treatment tank of a road surface wastewater treatment facility, wherein an intermediate frame block 61 with a notch portion having a notch portion 59 formed to communicate with the partition wall 51 at a lower end 58 of the partition wall is added. .
【００１８】請求項１４の発明では、請求項１２または
１３の手段における組ブロックにおいて、路面排水吐出
口１３を有する側の周枠壁５０と仕切壁５１に排水管挿
通孔６６を有することを特徴とする路面排水処理施設の
処理槽用の組ブロックである。According to a fourteenth aspect of the present invention, in the assembled block according to the twelfth or thirteenth aspect, a drain pipe insertion hole 66 is provided in the peripheral frame wall 50 and the partition wall 51 on the side having the road surface drain outlet 13. Is a set block for a treatment tank of a road surface wastewater treatment facility.
【００１９】請求項１５の発明では、請求項１２の手段
における組ブロックの中間枠ブロック５７の下端に切欠
き部５９を設け、かつ、上部枠ブロック６０に代えて、
他方の短手方向の周枠壁５０の一部上端６２を仕切壁５
１の下端の切欠き部５９より高い位置まで上端から切欠
いて上端切欠き部７７を設けて溢流口２５とした切欠き
部付き上部枠ブロック６１を配設した組ブロックを前段
組ブロック６３とし、前段組ブロック６３の溢流口側に
隣接して、周枠壁５０と底６４からなり周枠壁５０の周
枠壁上端５３を上段のブロックとの相欠き継ぎ構造５４
に形成している底枠ブロック５５と、周枠壁５０と周枠
壁上端５３および周枠壁下端５６を上下段のブロックと
の相欠き継ぎ構造５４に形成している中間枠ブロック５
７と、周枠壁５０からなり前段組ブロック６３の一部切
欠き付き上部枠ブロック６１と隣接する周枠壁５０に前
段組ブロック６３の溢流口２５と同形状の溢流口２５を
有し周枠壁上端５３および周枠壁下端５６を上下段のブ
ロックとの相欠き継ぎ構造５４に形成している上部枠ブ
ロック６１からなる後段組ブロック６５を連設したこと
を特徴とする路面排水処理施設の処理槽用の組ブロック
である。According to a fifteenth aspect of the present invention, the notch 59 is provided at the lower end of the intermediate frame block 57 of the assembled block in the means of the twelfth aspect, and the upper frame block 60 is replaced with
A part of the upper end 62 of the other circumferential frame wall 50 in the short side direction is
A set block provided with a notch upper frame block 61 which is cut off from the upper end to a position higher than the notch portion 59 at the lower end of the first and provided with an upper cutout portion 77 to serve as an overflow port 25 is provided as a former set block 63. Adjacent to the overflow port side of the former-stage assembly block 63, a peripheral frame wall 50 and a bottom 64, and the upper end 53 of the peripheral frame wall 50 of the peripheral frame wall 50 is partially connected to the upper block.
And the intermediate frame block 5 in which the peripheral frame wall 50, the upper end 53 of the peripheral frame wall, and the lower end 56 of the peripheral frame wall are formed in a notch joint structure 54 between the upper and lower blocks.
7 and a peripheral frame wall 50 adjacent to the upper frame block 61 with a partially cutout of the front assembly block 63 and an overflow port 25 having the same shape as the overflow port 25 of the front assembly block 63. Road surface drainage characterized in that a rear assembly block 65 composed of an upper frame block 61 in which a peripheral frame wall upper end 53 and a peripheral frame wall lower end 56 are formed in a joint structure 54 with upper and lower blocks is connected. It is a set block for a processing tank of a processing facility.
【００２０】請求項１６の発明では、請求項１５の手段
における組ブロックにおいて、後段組ブロック６５は、
底枠ブロック５５、中間枠ブロック５７および上部枠ブ
ロック６１の全てのブロックは仕切壁５１を有し、これ
らの中間枠ブロック５７および上部枠ブロック６１の仕
切壁下端５８に仕切壁５１を連通する切欠き部５９を有
ることを特徴とする路面排水処理施設の処理槽用の組ブ
ロックである。According to the invention of claim 16, in the set block of the means of claim 15, the subsequent set block 65
All blocks of the bottom frame block 55, the intermediate frame block 57, and the upper frame block 61 have the partition wall 51, and the partition wall 51 communicates with the lower end 58 of the partition wall of the intermediate frame block 57 and the upper frame block 61. It is a set block for a treatment tank of a road surface wastewater treatment facility characterized by having a notch 59.
【００２１】請求項１７の発明では、請求項１５の手段
における組ブロックにおいて、前段組ブロック６３の路
面排水吐出口１３を有する側の周枠壁５０および仕切壁
５１と、かつ、前段組ブロック６３および後段組ブロッ
ク６５の溢流口２５を有する周枠壁５０に排水管挿通孔
６６を有することを特徴とする路面排水処理施設の処理
槽用の組ブロックである。According to the seventeenth aspect of the present invention, in the assembled block according to the fifteenth aspect, the peripheral frame wall 50 and the partition wall 51 on the side having the road surface drainage discharge port 13 of the former assembled block 63, and the former assembled block 63 Further, a drain block insertion hole 66 is provided in the peripheral frame wall 50 having the overflow port 25 of the rear set block 65, and is a set block for a treatment tank of a road surface wastewater treatment facility.
【００２２】請求項１８の発明では、請求項１５の手段
における組ブロックにおいて、前段組ブロック６３の路
面排水吐出口１３を有する側の周枠壁５０および仕切壁
５１と、かつ、前段組ブロック６３および後段組ブロッ
ク６５の溢流口２５を有する周枠壁５０と後段ブロック
６５の仕切壁５１に排水管挿通孔６６を有することを特
徴とする路面排水処理施設の処理槽用の組ブロックであ
る。According to an eighteenth aspect of the present invention, in the assembled block according to the fifteenth aspect, the peripheral frame wall 50 and the partition wall 51 on the side having the road surface drainage discharge port 13 of the former assembled block 63, and the former assembled block 63 And a drainage pipe insertion hole 66 in the peripheral frame wall 50 having the overflow port 25 of the rear assembly block 65 and the partition wall 51 of the rear assembly block 65. .
【００２３】請求項１９の発明では、請求項１２〜１８
のいずれか１項の手段における組ブロックにおいて、上
部枠ブロックの周枠壁５０の長手方向枠壁６７と同長の
土留め壁版２７と、上部枠ブロックの周枠壁５０の短手
方向枠壁６８の上および仕切壁５１の上に沿って該土留
め壁版２７から直角前方に突出する端手方向支持壁版６
９および中間支持壁版７０からなる土留めブロック３０
を相欠き継ぎ構造５４で上部枠ブロックの上に載置して
いることを特徴とする路面排水処理施設の処理槽用の組
ブロックである。In the invention of claim 19, claims 12 to 18
In the assembled block according to any one of the above means, the earth retaining wall plate 27 having the same length as the longitudinal frame wall 67 of the peripheral frame wall 50 of the upper frame block, and the lateral direction frame of the peripheral frame wall 50 of the upper frame block. The end support wall slab 6 projecting right forward from the retaining wall slab 27 along the wall 68 and the partition wall 51.
Retaining block 30 composed of a slab 9 and an intermediate supporting wall slab 70
Are mounted on the upper frame block in a joint structure 54 in a road surface wastewater treatment facility.
【００２４】[0024]
【発明の実施の形態】本発明の実施の形態を図面を用い
て説明する。本発明の路面排水処理施設は、道路側溝で
集められた路面排水を道路側部から下方に下る法面２１
に上方から下方に配設した排出溝６あるいは法面２１の
下方で道路と平行に配設された排出溝６から流入路１４
によりバイパスして処理槽１に流入させ、処理槽１で路
面排水に含有される土砂、塵埃、タイヤ屑、アスファル
トなどから出てくるオイル等を分離し、浄化した処理水
を排出溝６の下流に戻す設備である。Embodiments of the present invention will be described with reference to the drawings. The road surface wastewater treatment facility according to the present invention includes a road surface drainage collected in a road gutter and a slope 21 that falls downward from the road side.
From the discharge groove 6 arranged from above to below or from the discharge groove 6 arranged below the slope 21 in parallel with the road.
And flows into the treatment tank 1 to separate the earth and sand, dust, tire debris, oil coming out of asphalt and the like contained in the road surface drainage in the treatment tank 1, and purify the treated water downstream of the discharge groove 6. It is a facility to return to.
【００２５】処理槽１は、例えば、４３００ｍｍ×１５
００ｍｍの長方形で深さ１３５０ｍｍを最小の処理槽の
大きさとするもの、あるいは５トンタイプのもので３１
００ｍｍ×１４００ｍｍの長方形で深さ１７００ｍｍの
処理槽の大きさとし、これらは最下段の底枠ブロック５
５と中段の中間枠ブロック５７と最上段の上部枠ブロッ
ク６０を、あるいは最下段の底枠ブロック５５と最上段
の上部枠ブロック６０をそれぞれ相欠き継ぎ構造５４で
上下を継いで形成したコンクリートブロック製とする。
上部枠ブロック６０の上にはさらに法面の盛土の流入を
防止するための土留め用の土留めブロック３０を載置し
ている。The processing tank 1 is, for example, 4300 mm × 15
A 100 mm rectangle with a minimum processing tank size of 1350 mm deep or a 5 ton type 31
The size of the processing tank is a rectangle of 00 mm × 1400 mm and a depth of 1700 mm.
5 and a middle block 57 and a top block 60 at the top, or a bottom block 55 at the bottom and a top block 60 at the top of the concrete block formed by joining the top and bottom with a joint structure 54. Made.
On the upper frame block 60, an earth retaining block 30 for earth retaining for preventing the inflow of the embankment on the slope is further placed.
【００２６】排出溝６は通常は２４０ｍｍ×２４０ｍｍ
のＵ型トラフからなるものとする。排出溝６からのバイ
パスである流入路１４への路面排水の取り込みは、処理
槽１より高位置にある排出溝６の位置に堰９を設け、堰
９の上の排出溝側壁に開口した取水口８から取り入れ
る。例えば、上流側に流入口を有し下流側の流路に堰９
を設けて流路を分岐させた分流ソケットを排出溝６に敷
設して行うこともできる。ところで、多量の雨が降った
ような場合に路面排水の初期のものは多量にオイルや土
砂やその他のＳＳを含有しているが、ある一定時間に至
るまではこれらは流入路１４から処理槽１に流入されて
処理されるが、この一定時間を経過するとオイルや土砂
やＳＳなどは既に流出し去って路面排水中には含まれな
くなる。そこで、この堰９の高さを上記のオイルや土砂
やＳＳなどの含まれなくなるまでの間は、全ての路面排
水を堰９でせき止めて流入路１４に流入させる高さに設
定し、それ以上の時間が経過した場合は堰９をオーバー
フローして直接排出溝６に流出する高さとする。あるい
は、堰９の代わりに取水桝を排出溝６に設け、この取水
桝の上の排出溝６の溝底部７の面に例えばパンチングに
より開口した複数の孔１１を設けた鉄製のプレート１０
すなわちパンチングプレートを載置し、この孔１１を取
水口８として流入路１４へ路面排水を取り入れる。この
パンチングプレートは、パンチングにより開口したもの
に限らず鋳造によるグレーティング構造のものでも良
く、これも含めて本発明ではパンチングプレートと称す
る。パンチングプレートは溝底面から上方に突出しない
ように落とし込みとし、この下方は取水桝７１となって
いる。取水桝７１の中には適宜ろ過材７３を配設して大
きな異物をろ過して流入路１４へ路面排水を取り入れる
こともできる。The discharge groove 6 is usually 240 mm × 240 mm
U-shaped trough. The intake of the road surface drainage into the inflow path 14 which is a bypass from the discharge groove 6 is performed by providing a weir 9 at a position of the discharge groove 6 higher than the treatment tank 1 and opening the water to the discharge groove side wall above the weir 9. Take in through mouth 8. For example, we have an inflow port on the upstream side and a weir 9
And a branch socket having a branched flow path may be provided in the discharge groove 6. By the way, when a large amount of rain falls, the initial one of the road surface drainage contains a large amount of oil, earth and sand, and other SS, but until a certain period of time, these are discharged from the inflow passage 14 to the treatment tank. 1, and after a certain period of time, oil, earth and sand, SS, etc. have already flowed out and are no longer contained in road surface drainage. Therefore, the height of the weir 9 is set to a height at which all road surface drainage is blocked by the weir 9 and flows into the inflow passage 14 until the above-mentioned oil, earth and sand, SS, etc. are no longer contained, and more. After the elapse of the time, the height is set to a level at which the weir 9 overflows and flows directly into the discharge groove 6. Alternatively, an intake plate is provided in the discharge groove 6 instead of the weir 9, and an iron plate 10 provided with a plurality of holes 11 opened by, for example, punching on the surface of the groove bottom 7 of the discharge groove 6 above the intake basin.
That is, a punching plate is placed, and the road surface drainage is taken into the inflow path 14 using the holes 11 as the water ports 8. The punching plate is not limited to the one opened by punching, and may have a grating structure by casting, and the punching plate is also referred to as a punching plate in the present invention. The punching plate is dropped so as not to protrude upward from the bottom of the groove. A filtering material 73 may be appropriately disposed in the intake basin 71 to filter large foreign matters and to take in the road surface drainage into the inflow passage 14.
【００２７】このように溝底部７の孔１１をパンチング
したプレート１０から路面排水を取り入れるので、仮に
多量の路面排水が発生した場合は、一部の路面排水は取
水桝７１が満杯となり、パンチングプレートから下方の
取水桝へ取水されずに排出溝６をそのまま下方に流下す
る。さらに取水桝７１の底部は流入路１４へ接続されて
いる。取水桝７１への流入量は孔２１の配置、孔径およ
び処理槽１への流入路１４である勾配調整側溝７２の底
面勾配で調整する。図１〜３の排水処理施設では勾配調
整側溝７２は設けてなく、図４〜６の排水処理施設では
勾配調整側溝７２を設けている。図７の（ａ）に図６の
取水桝７１のＡ−Ａ線で切断した断面図を示し、図７の
（ｂ）に図６の取水桝７１のＢ−Ｂ線で切断した断面図
を示している。Since the road surface drainage is taken in from the plate 10 in which the hole 11 of the groove bottom 7 is punched in this way, if a large amount of road surface drainage is generated, a part of the road surface drainage fills the intake basin 71 and the punching plate , The water flows down the discharge groove 6 without being taken into the intake basin below. Further, the bottom of the intake basin 71 is connected to the inflow path 14. The amount of inflow into the intake basin 71 is adjusted by the arrangement of the holes 21, the diameter of the holes, and the bottom slope of the slope adjusting side groove 72 which is the inflow path 14 to the treatment tank 1. In the wastewater treatment facilities of FIGS. 1 to 3, the slope adjustment side groove 72 is not provided, and in the wastewater treatment facilities of FIGS. 4 to 6, the slope adjustment side groove 72 is provided. FIG. 7A is a cross-sectional view of the intake tub 71 of FIG. 6 taken along the line AA, and FIG. 7B is a cross-sectional view of the intake tub 71 of FIG. 6 taken along the line BB. Is shown.
【００２８】本発明では、上記のように法面２１に上方
から下方に配設した排出溝６から取り入れる処理槽１は
排出溝６に対して処理槽１の長手方向を直角に配設する
縦置き設置となっており、これらは図１、図４、図８お
よび図１０の斜視図に示している。また法面２１の下方
で道路と平行に配設した排出溝６から取り入れる処理槽
１は排出溝６の方向と処理槽１の長手方向が平行に配設
されているので横置き設置となっており、これを図１２
に示している。縦置き設置する場合、処理槽１は道路側
部の法面２１に設置するので設置場所が得られやすい。
しかし法面２１の法肩に設置するか、法中に設置する
か、あるいは法尻に設置するかはそれぞれの地形に合わ
せて設置するものとする。In the present invention, as described above, the processing tank 1 to be taken in from the discharge groove 6 disposed on the slope 21 from the upper side to the lower side has the longitudinal direction in which the longitudinal direction of the processing tank 1 is disposed at right angles to the discharge groove 6. These are placed and installed, and these are shown in the perspective views of FIGS. 1, 4, 8, and 10. Further, the processing tank 1 to be taken in from the discharge groove 6 arranged parallel to the road below the slope 21 is set horizontally since the direction of the discharge groove 6 and the longitudinal direction of the processing tank 1 are arranged in parallel. This is shown in FIG.
Is shown in When the processing tank 1 is installed vertically, the processing tank 1 is installed on the slope 21 on the side of the road, so that an installation place is easily obtained.
However, whether to install on the slope of the slope 21, during the slope, or at the bottom of the slope should be set according to the respective terrain.
【００２９】処理槽１は、短手方向の複数の仕切壁５に
より複数の連設貯槽に区画されて、長手方向の一端から
他端に流入貯槽２、整流貯槽３、流出貯槽４から形成さ
れている。路面排水の排出溝６から分岐する流入路１４
の吐出口１３は処理槽１の長手方向の一端である流入貯
槽２の短手方向の槽壁１２の上部に開口されている。隣
接する貯槽間を区画する短手方向の仕切壁５には、各貯
槽の槽底１５と仕切壁上端１６との間に１段または複数
段の連通孔１７が形成されており、流入貯槽２に流入し
た路面排水はこの連通孔１７を経て隣接する貯槽に移動
する。流入路１４から流入した路面排水は最初の処理槽
である流入貯槽２において砂等の重量物を沈殿し、次い
で連通孔１７から整流貯槽３に流入すると、流れは沈静
化されるので、さらに夾雑物や土砂を沈殿すると共にオ
イルなど比重が水より小さなものは浮遊して連通孔１７
の高さより上に浮上して分離して溜まる。そこで浮上し
て溜まったオイルを適時に適宜方法により除去する。こ
のため適宜オイルスキマー（例えば、アコージャパン社
のスチールベルトオイルスキマー）（図示しない）を整
流貯槽３上に設置し、分離したオイルを除去するものと
する。オイルを除去した処理水は整流貯槽３から隣接後
段の流出貯槽４へ仕切壁５の連通孔１７から送られる。
送られた処理水は流出貯槽４でさらに沈殿物を沈殿し浄
化される。The processing tank 1 is divided into a plurality of continuous storage tanks by a plurality of transverse partition walls 5, and is formed from an inflow storage tank 2, a rectification storage tank 3, and an outflow storage tank 4 from one end to the other end in the longitudinal direction. ing. Inflow channel 14 branching off from drainage groove 6 for road surface drainage
Is opened at an upper portion of the tank wall 12 in the short direction of the inflow storage tank 2 which is one end of the processing tank 1 in the longitudinal direction. One or more stages of communication holes 17 are formed between the tank bottom 15 of each storage tank and the upper end 16 of the partition wall in the short-side direction partition wall 5 that separates adjacent storage tanks. The road surface drainage flowing into the tank moves to the adjacent storage tank through the communication hole 17. The road surface drainage flowing from the inflow passage 14 precipitates heavy substances such as sand in the inflow storage tank 2 which is the first treatment tank, and then flows into the rectification storage tank 3 from the communication hole 17, so that the flow is calmed down, so that further contamination is caused. Objects that have a specific gravity lower than that of water, such as oil and sediment,
Float above the height and separate and accumulate. Therefore, the oil that has floated and accumulated is appropriately removed by an appropriate method. Therefore, an oil skimmer (for example, a steel belt oil skimmer manufactured by Accor Japan) (not shown) is appropriately installed on the rectification storage tank 3 to remove separated oil. The treated water from which the oil has been removed is sent from the rectifying storage tank 3 to the adjacent outflow storage tank 4 through the communication hole 17 of the partition wall 5.
The treated water sent out further precipitates in the outflow storage tank 4 and is purified.
【００３０】本発明では路面排水に含まれる有機物やそ
の他の化学物質をさらに分解処理するため、処理槽１の
流入貯槽２、整流貯槽３、流出貯槽４からなる適宜貯槽
の内壁面には酸化チタンを主成分とする光触媒コーティ
ング層（例えば、石原テクノ社のＳＴコート）を形成す
る。この酸化チタンを主成分とする光触媒コーティング
層は日中太陽光の紫外線を受けて光触媒作用で分解作用
が強められて処理槽１内の路面排水中の有機物や化学物
質などを分解して浄化する。一般には紫外線は水面から
５０ｃｍ程度まで届き分解する。この場合は、太陽光を
利用するため、処理槽１には後記した危険防止用の鋼板
製のプレート蓋板を外して置く。なお、酸化チタンを主
成分とする光触媒コーティング層は排出溝６の溝内面や
底面にも形成して排出溝６中で紫外線により分解させる
こともできる。In the present invention, in order to further decompose organic substances and other chemical substances contained in road surface drainage, the inner wall of an appropriate storage tank comprising an inflow storage tank 2, a rectification storage tank 3, and an outflow storage tank 4 of the processing tank 1 is provided with titanium oxide. (For example, ST coat of Ishihara Techno Co., Ltd.). The photocatalytic coating layer containing titanium oxide as a main component receives the ultraviolet rays of sunlight during the day, and its photocatalytic action enhances its decomposition action, thereby decomposing and purifying organic substances and chemical substances in road surface drainage in the treatment tank 1. . Generally, ultraviolet rays reach about 50 cm from the water surface and are decomposed. In this case, in order to utilize sunlight, a plate lid plate made of a steel plate for danger prevention described later is removed from the processing tank 1 and placed. The photocatalyst coating layer containing titanium oxide as a main component can also be formed on the inner surface or bottom surface of the discharge groove 6 and decomposed in the discharge groove 6 by ultraviolet rays.
【００３１】図３に示すように、路面排水の浄化処理し
た処理水を再び排出溝６に戻すために、流出貯槽４の内
部に処理水排出用の処理水取入口１８を臨ませている。
その処理水取入口１８の臨ませる位置は、仕切壁５に開
口した連通孔１７の高さ位置とする。連通孔１７が仕切
壁５に他段に設けられているときは最上段の連通孔１７
の高さ位置とする。そして処理水取入口１８を有する処
理排水管２０を流出貯槽４と整流貯槽３との間の仕切壁
５および整流貯槽３と流入貯槽２との間の仕切壁５と、
処理槽１の長手方向の一端側である流入貯槽２の短手方
向槽壁１２とに貫通させ、さらに処理排水管２０の排出
口１９を処理水取入口１８の高さ位置より低い位置にあ
る下流側の排出溝６の溝内に臨ませ、排水するものとす
る。As shown in FIG. 3, a treated water inlet 18 for discharging treated water faces the inside of the outflow storage tank 4 in order to return the treated water purified from road surface drainage to the discharge groove 6 again.
The position where the treated water inlet 18 faces is the height position of the communication hole 17 opened in the partition wall 5. When the communication hole 17 is provided on the partition wall 5 at another stage, the uppermost communication hole 17 is provided.
Height position. The treatment drainage pipe 20 having the treatment water inlet 18 is divided into the partition wall 5 between the outflow storage tank 4 and the rectification storage tank 3 and the partition wall 5 between the rectification storage tank 3 and the inflow storage tank 2,
The treatment tank 1 is penetrated through the short-side tank wall 12 of the inflow storage tank 2 which is one end side in the longitudinal direction, and the outlet 19 of the treatment drain pipe 20 is located at a position lower than the height position of the treatment water inlet 18. The water is drained by facing the inside of the downstream discharge groove 6.
【００３２】以上の路面排水処理施設において、図１０
に示すように、さらに流入貯槽２より後段の貯槽に、流
入貯槽２に設置の路面排水の吐出口１３よりやや高い位
置に溢流水取入口２２を設ける。そしてこの溢流水取入
口２２から続く溢流水排水管２３を前段側の貯槽との仕
切壁５および流入貯槽の吐出口１３の設けられた槽壁１
２の排水管挿通孔６６に挿通して、処理水排出口１９よ
り高い位置の上流の排出溝６の溝内に溢流水排出口２４
を臨ませて付加的に設置する。溢流水取入口２２から続
く溢流水排水管２３を付加的に設置することで、多量の
降雨の際に処理槽１に大量に流入した路面排水を速やか
に排出溝６に排出することができる。従って処理槽１か
ら路面排水がオーバーフローして法面２１に溢れだすこ
とが防止できる。さらにこの溢流水排水管２３を設置し
た路面排水処理施設において、溢流水取入口２２を設け
た貯槽に隣接する後段にさらに貯槽を設け、この後段の
貯槽との間の仕切壁５に最上段の連通孔１７を設けない
で、代わりにこの仕切壁５の上端の高さを他の仕切壁５
に有する最上段の連通孔１７と路面排水吐出口１３の高
さとの中間の高さに切り込み貯槽間の溢流口２５とす
る。In the above road surface wastewater treatment facility, FIG.
As shown in (2), an overflow water inlet 22 is provided in a storage tank subsequent to the inflow storage tank 2 at a position slightly higher than a discharge port 13 for road surface drainage installed in the inflow storage tank 2. The overflow water drain pipe 23 extending from the overflow water inlet 22 is connected to the partition wall 5 for the front storage tank and the tank wall 1 provided with the discharge port 13 of the inflow storage tank.
2 through the drain pipe insertion hole 66, and the overflow water discharge port 24 in the upstream discharge groove 6 at a position higher than the treated water discharge port 19.
And additionally installed. By additionally providing an overflow water drain pipe 23 continuing from the overflow water inlet 22, a large amount of road surface wastewater that has flowed into the treatment tank 1 during a large amount of rainfall can be quickly discharged to the discharge groove 6. Therefore, it is possible to prevent road surface wastewater from overflowing from the treatment tank 1 and overflowing to the slope 21. Further, in the road surface wastewater treatment facility in which the overflow water drainage pipe 23 is installed, a storage tank is further provided in a subsequent stage adjacent to the storage tank in which the overflow water inlet 22 is provided, and the uppermost stage is provided on the partition wall 5 between the storage tank and the subsequent storage tank. The communication hole 17 is not provided, and the height of the upper end of the partition wall 5 is changed to another partition wall 5 instead.
And cut into an intermediate height between the uppermost communication hole 17 and the height of the road surface discharge outlet 13 to form an overflow port 25 between the storage tanks.
【００３３】処理槽１の上には、法面２１の上方から落
下する土砂などが槽内に落ち込まないようにコンクリー
ト製の土留めブロック３０を載置する。この土留めブロ
ック３０は、処理槽１の長手方向槽壁２６と同長の土留
め壁版２７と、処理槽１の短手方向槽壁１２の上端およ
び仕切壁５の上端に載って土留め壁版２７から直角方向
に突出する槽壁支持版２８および仕切壁支持版２９から
形成されている。そしてこの土留めブロック３０は土留
め壁版２７を道路側部の法面２１の側に配置して処理槽
１の上に下段のブロックと相欠き継ぎ構造５４で載置さ
れている。A concrete retaining block 30 is placed on the treatment tank 1 so that earth and sand falling from above the slope 21 does not fall into the tank. The soil retaining block 30 includes an earth retaining wall plate 27 having the same length as the longitudinal tank wall 26 of the processing tank 1, and an earth retaining wall placed on the upper end of the transverse tank wall 12 and the upper end of the partition wall 5 of the processing tank 1. It is formed of a tank wall support plate 28 and a partition wall support plate 29 projecting at right angles from the wall plate 27. The earth retaining block 30 has the earth retaining wall slab 27 disposed on the side of the road side slope 21 and is placed on the processing tank 1 with the lower block and the joint structure 54.
【００３４】ところで、本発明の路面排水処理施設にお
ける処理槽１は、上記のように大型の槽からなるので、
工場生産可能とし、かつ、搬送を容易とするために槽の
高さ方向を水平に分割したブロックとし、これらのブロ
ックを工場生産して現地に搬送し、それを現地で処理槽
１に組み立てるものとする。そこで、図９にみられるよ
うに処理槽１は底枠ブロック５５と中間枠ブロック５７
と上部枠ブロック６０からなる組ブロックから構成す
る。そして、底枠ブロック５５は長方形の周枠壁５０と
短手方向の複数の仕切壁５１と底５２からなっている。
周枠壁上端５３はその上に積む上段のブロックと相欠き
継ぎ構造５４になっている。中間枠ブロック５７は長方
形の周枠壁５０と短手方向の複数の仕切壁５１からなっ
ている。そして周枠壁上端５３および周枠壁下端５６を
上下段のブロックとの相欠き継ぎ構造５４に形成してい
る。上部枠ブロック６０は長方形の周枠壁５０と短手方
向の複数の仕切壁５１からなっている。この長方形の周
枠壁５０の長手方向の一端側の周枠壁５０に路面排水吐
出口１３を形成し、この路面排水吐出口１３を有する側
の短手方向の周枠壁５０と仕切壁５１に排水管２０を挿
通するための排水管挿通孔６６を形成している。周枠壁
下端５６を下段のブロックの上端５３との相欠き継ぎ構
造５４に形成している。仕切壁下端５８には仕切壁５１
の左右を連通孔１７として連通する切欠き部５９を形成
し、かつ、他端の短手方向の周枠壁５０に処理水の排出
口１９を形成している。By the way, since the treatment tank 1 in the road surface wastewater treatment facility of the present invention comprises a large tank as described above,
In order to enable factory production and to facilitate transportation, the height of the tank is divided into horizontal blocks, and these blocks are factory-produced and transported to the site, where they are assembled into the processing tank 1 locally. And Therefore, as shown in FIG. 9, the processing tank 1 is composed of a bottom frame block 55 and an intermediate frame block 57.
And an upper frame block 60. The bottom frame block 55 includes a rectangular peripheral frame wall 50, a plurality of partition walls 51 in the short direction, and a bottom 52.
The upper end 53 of the peripheral frame wall has an upper block stacked thereon and a cut-off joint structure 54. The intermediate frame block 57 includes a rectangular peripheral frame wall 50 and a plurality of partition walls 51 in the lateral direction. The upper end 53 of the peripheral frame wall and the lower end 56 of the peripheral frame wall are formed in a joint structure 54 with upper and lower blocks. The upper frame block 60 includes a rectangular peripheral frame wall 50 and a plurality of partition walls 51 in the lateral direction. A road surface drainage outlet 13 is formed in the peripheral frame wall 50 at one end in the longitudinal direction of the rectangular peripheral frame wall 50, and a short-side peripheral frame wall 50 having the road surface drainage outlet 13 and a partition wall 51 are formed. A drain pipe insertion hole 66 for inserting the drain pipe 20 is formed. The lower end 56 of the peripheral frame wall is formed as a joint structure 54 with the upper end 53 of the lower block. A partition wall 51 is provided at a lower end 58 of the partition wall.
A notch 59 communicating the left and right sides as communication holes 17 is formed, and a discharge port 19 for treated water is formed in the peripheral frame wall 50 in the short direction at the other end.
【００３５】さらに、上記の組ブロックにおいて、中間
枠ブロック５７と上部枠ブロック６０の間に、長方形の
周枠壁５０と短手方向の複数の仕切壁５１からなり周枠
壁上端５３および周枠壁下端５６を上下段のブロックと
の相欠き継ぎ構造５４に形成した中間枠ブロック５７を
追加し、処理槽１の高さを高めて処理能力を大きくした
組ブロックとすることもできる。Further, in the above-mentioned assembled block, between the intermediate frame block 57 and the upper frame block 60, a rectangular peripheral frame wall 50 and a plurality of partition walls 51 in the short direction are formed, and the peripheral frame wall upper end 53 and the peripheral frame are formed. An intermediate frame block 57 in which the lower end 56 of the wall is formed in a joint structure 54 with the upper and lower blocks can be added, and the height of the processing tank 1 can be increased to increase the processing capacity.
【００３６】図１０〜図１１の組ブロックは、さらに大
型の処理槽１とする場合に、図８〜図９に示す組ブロッ
クを前段組ブロック６３とし、これに組ブロックを後段
ブロック６５として隣接して設けるものとする。この場
合、前段ブロック６３における上部枠ブロック６０に代
えて、排水管挿通孔６６を有しない側、すなわち、他方
の短手方向の周枠壁５０の上端６２の一部に上端切欠き
部７７を有する切欠き部付き上部枠ブロック６１を用い
る。In the case of making the processing tank 1 even larger, the set blocks shown in FIGS. 10 to 11 are adjacent to each other as the set block 63 shown in FIGS. Shall be provided. In this case, instead of the upper frame block 60 in the former block 63, an upper notch 77 is provided on a side having no drain pipe insertion hole 66, that is, on a part of the upper end 62 of the other lateral frame wall 50 in the short direction. An upper frame block 61 with a notch is used.
【００３７】すなわち、図１０〜図１１に見られるよう
に、組ブロックの中間枠ブロック５７の仕切壁５１の下
端に切欠き部５９を設け、かつ、上部枠ブロック６１の
他方の短手方向の周枠壁５０の上端６２の一部を仕切壁
５１の下部の切欠き部５９と仕切壁５１の上端６２との
間の切欠き部５９より高い位置まで上方からやや深く切
欠いて溢流口２５に形成してこの組ブロックを前段組ブ
ロック６３とし、前段組ブロック６３の溢流口２５側に
隣接して、周枠壁５０と仕切壁５１と底６４からなり周
枠壁上端５３を上段のブロックとの相欠き継ぎ構造５４
に形成している底枠ブロック５５と、周枠壁５０と仕切
壁５１を有し周枠壁上端５３および周枠壁下端５６を上
下段のブロックとの相欠き継ぎ構造５４に形成している
中間枠ブロック５７と、周枠壁５０と仕切り壁５１から
なり前段組ブロック６３と隣接する短手方向の周枠壁５
０に前段組ブロック６３の溢流口２５と同形状の溢流口
２５を上端切欠き部７７により形成し、かつ、仕切り壁
下端５８に切欠き部５９を形成し、周枠壁上端５３およ
び下端５６に上段および下段のブロックとの相欠き継ぎ
構造５４に形成している上部枠ブロック６１からなる後
段組ブロック６５を連設して路面排水処理施設の長大な
処理槽用の組ブロックとする。以上のとおり、路面排水
処理施設を大型化する場合は、上部枠ブロックに溢流口
２５を設けた上部枠ブロック６１とすることで前段ブロ
ック６３とし、これに同じく溢流口２５を設けた上部枠
ブロック６１を有する後段ブロックとすることで、大型
の組ブロックが容易に現場で組み上げることができる。That is, as shown in FIGS. 10 to 11, a notch 59 is provided at the lower end of the partition wall 51 of the intermediate frame block 57 of the assembled block, and the cutout 59 is formed in the other short direction of the upper frame block 61. A part of the upper end 62 of the peripheral frame wall 50 is notched a little deeper from above to a position higher than the notch 59 between the notch 59 at the lower part of the partition wall 51 and the upper end 62 of the partition wall 51, and the overflow port 25 is formed. This set block is referred to as a front set block 63, and is formed of a peripheral frame wall 50, a partition wall 51, and a bottom 64 adjacent to the overflow port 25 side of the previous set block 63, and the upper end 53 of the peripheral frame wall is located at the upper stage. Joint structure 54 with block
The bottom frame block 55, the peripheral frame wall 50, and the partition wall 51 are formed, and the peripheral frame wall upper end 53 and the peripheral frame wall lower end 56 are formed in a joint structure 54 with the upper and lower blocks. An intermediate frame block 57, a peripheral frame wall 50 and a partition wall 51, and a lateral frame wall 5 in the lateral direction adjacent to the front-stage assembly block 63.
At 0, an overflow port 25 of the same shape as the overflow port 25 of the former-stage assembly block 63 is formed by the upper end notch 77, and a notch 59 is formed at the lower end 58 of the partition wall. A lower assembly block 65 composed of an upper frame block 61 formed in a joint structure 54 with the upper and lower blocks at the lower end 56 is connected to form a large assembly block for a long treatment tank in a road surface wastewater treatment facility. . As described above, when the road surface wastewater treatment facility is enlarged, the upper frame block 61 provided with the overflow port 25 in the upper frame block is used as the upper block 63, and the upper block 63 is provided with the overflow port 25 similarly. By using the latter block having the frame block 61, a large assembled block can be easily assembled on site.
【００３８】上記の前段組ブロック６３と後段組ブロッ
ク６５からなるより大きな組ブロックにおいて、後段組
ブロック６５は、底枠ブロック５５、中間枠ブロック５
７および上部枠ブロック６１の全てのブロックが仕切壁
５１を有しないものとすることもできる。前段組ブロッ
ク６３の上部枠ブロック６１の一端の短手方向の周枠壁
５０には路面排水吐出口１３を設け、かつ、この前段ブ
ロックの周枠壁５０および仕切壁５１および後段組ブロ
ック６５の溢流口２５側の周枠壁５０には排水管挿通孔
６６を形成して排水管２０を通す。In the larger set block composed of the former set block 63 and the latter set block 65, the latter set block 65 includes a bottom frame block 55 and an intermediate frame block 5.
All of the blocks 7 and the upper frame block 61 may not have the partition wall 51. A road surface drainage discharge port 13 is provided in a short circumferential wall 50 at one end of the upper frame block 61 of the front block 63, and the peripheral frame wall 50, the partition wall 51, and the rear block 65 of the front block are provided. A drain pipe insertion hole 66 is formed in the peripheral frame wall 50 on the overflow port 25 side to allow the drain pipe 20 to pass therethrough.
【００３９】これに対し図１０〜図１１に示す形態のも
のでは、前段組ブロック６３の路面排水吐出口１３を有
する側の上部枠ブロック６１の周枠壁５０および仕切壁
５１と、かつ、後段組ブロック６５の溢流口２５を有す
る周枠壁５０とさらに後段ブロック６５に設けた仕切壁
５１に排水管挿通孔６６を設けて排水管２０を通してい
る。On the other hand, in the embodiment shown in FIGS. 10 to 11, the peripheral frame wall 50 and the partition wall 51 of the upper frame block 61 on the side having the road surface drainage discharge port 13 of the front assembly block 63, and the rear stage A drain pipe insertion hole 66 is provided in the peripheral frame wall 50 having the overflow port 25 of the assembled block 65 and the partition wall 51 provided in the subsequent block 65, and the drain pipe 20 passes through the drain pipe.
【００４０】以上に記載の路面排水処理槽用の組ブロッ
クにおいて、既述のとおり上部枠ブロック６０あるいは
上部枠ブロック６１の周枠壁５０の長手方向枠壁６７と
同長の土留め壁版２７と、上部枠ブロック６０の周枠壁
５０の短手方向枠壁６８および仕切壁５１上に沿って、
土留め壁版２７から直角前方に突出する短手方向支持壁
版６９および中間支持壁版７０からなる土留めブロック
３０を上部枠ブロック６０あるいは上部枠ブロック６１
の上に載置する。上部枠ブロック６０あるいは上部枠ブ
ロック６１はその長手方向枠壁６７と土留めブロック３
０の土留め壁版２７との間で相欠き継ぎ構造５４で土留
めブロック３０と係合している。さらに土留めブロック
３０の土留め壁版２７および短手方向支持壁版６９およ
び中間支持壁版７０の下端には水平に張り出す鋼板製の
張出し板からなる載置梁７５が設けられており、この載
置梁７５と上部枠ブロック６０あるいは上部枠ブロック
６１の土留めブロッ３０の無い側の長手方向の周枠壁上
端５３に形成の相欠き継ぎ構造５４の内側部との間に鋼
板製のプレート蓋板（図示しない）を安全のために載置
することもできる。さらに土留めブロック３０の後方の
法面２１には土留めブロック３０に連設して法面保護カ
バー７４をコンクリートで現場施工する。In the above-described assembled block for the road surface drainage treatment tank, the earth retaining wall plate 27 having the same length as the longitudinal frame wall 67 of the peripheral frame wall 50 of the upper frame block 60 or the upper frame block 61 as described above. Along the short direction frame wall 68 and the partition wall 51 of the peripheral frame wall 50 of the upper frame block 60,
The retaining block 30 composed of the lateral supporting wall slab 69 and the intermediate supporting wall slab 70 projecting at right angles forward from the retaining wall slab 27 is replaced with the upper frame block 60 or the upper frame block 61.
Place on top of. The upper frame block 60 or the upper frame block 61 has its longitudinal frame wall 67 and the retaining block 3.
The retaining block 30 is engaged with the retaining block 30 by a joint structure 54 between the retaining block slab 27 and the retaining wall slab 27. Further, at the lower ends of the retaining wall slab 27, the lateral supporting wall slab 69, and the intermediate supporting wall slab 70 of the retaining block 30, there is provided a mounting beam 75 made of an overhanging plate made of a steel plate extending horizontally. A steel plate is provided between the mounting beam 75 and the inner portion of the joint structure 54 formed at the upper end 53 of the upper peripheral frame wall 53 on the side of the upper frame block 60 or the upper frame block 61 where the earth retaining block 30 is not provided. A plate cover plate (not shown) can be placed for safety. Further, on the slope 21 behind the retaining block 30, a slope protection cover 74 is connected to the retaining block 30 and is constructed on site by concrete.
【００４１】路面排水の処理工程を図２および図３に示
す路面排水処理施設で説明する。この路面排水処理施設
は法面２１の傾斜に沿って、道路の側溝で集めた路面排
水が路側の法面２１の斜面を上方から下方へ敷設された
Ｕ字溝からなる排水溝６を流下する。そして法面２１の
法中には処理槽１がその長手方向を排水溝６と直角方向
に配設して設置されている。処理槽１は流入貯槽２が排
水溝６側にある。この路面排水処理施設において、土
砂、塵埃、タイヤ屑、オイル等を含んだ路面排水の黒い
水は、排水溝６を矢印のようの上流から流下し、排水溝
６の下の法面中に埋設された取水桝７１上のプレート１
０に開けられた孔１１から取水桝７１に落ち込み、取水
桝内に適宜設置ろ過材７３を設置した場合は大きな夾雑
物が除かれ、ろ過材７３を設置してない場合はそのまま
で、路面排水は矢印方向に流入路１４を流れて吐出口１
３から処理槽１の最初の槽である流入貯槽２に勢い良く
入る。流入貯槽２に路面排水は勢い良く入り、仕切り壁
５が隣接の貯槽との間にあるので流入貯槽２内を循環す
る。そしてこの循環中に重い砂が一部沈殿する。The process of treating road surface wastewater will be described with reference to a road surface wastewater treatment facility shown in FIGS. In this road surface drainage treatment facility, along the slope of the slope 21, the road surface drain collected in the side gutter of the road flows down the drain 6 formed of a U-shaped groove laid from above to below the slope of the road side slope 21. . During the operation of the slope 21, the treatment tank 1 is disposed with its longitudinal direction arranged perpendicular to the drain groove 6. The treatment tank 1 has an inflow storage tank 2 on the drain groove 6 side. In this road surface drainage treatment facility, black water of road surface drainage containing earth and sand, dust, tire debris, oil, etc., flows down the drainage ditch 6 from the upstream as shown by the arrow, and is buried in the slope below the drainage ditch 6. Plate 1 on the taken intake basin 71
If the filter material 73 is installed in the intake basin properly, large impurities are removed. If the filter material 73 is not installed, the road surface drainage is left as it is. Flows through the inflow path 14 in the direction of the arrow and
3 rushes into the inflow storage tank 2 which is the first tank of the processing tank 1. Road surface drainage rushes into the inflow storage tank 2 and circulates in the inflow storage tank 2 because the partition wall 5 is located between the adjacent storage tank. Then, heavy sand partially precipitates during this circulation.
【００４２】さらに循環しながら流入貯槽２の水位が高
まってくると、流入貯槽２内の路面排水は仕切壁５に設
けられた連通孔１７から矢印の方向に流れて隣の槽であ
る整流貯槽３に流入する。連通孔１７はその開口面積が
一定の大きさに絞られているので、流入する水量は限定
されるので、流入貯槽２の水位は吐出口１３の高さまで
上昇する。一方、整流貯槽３に入った路面排水は勢いが
鎮静化しているので土砂や塵埃は底に矢印のように沈殿
し、油分は連通孔１７より上方に矢印のように浮上する
こととなり、さらに後段の貯槽の流出貯槽４との間の仕
切壁５の連通孔１７より上方の部分に遮られて流出貯槽
４には流入することはない。従って、連通孔１７からは
上方に浮上した油分と底に沈殿した砂等を除いた路面排
水が流出貯槽４に矢印の通り、流出貯槽４に流入する。When the water level in the inflow storage tank 2 rises while circulating further, the road surface drainage in the inflow storage tank 2 flows in the direction of the arrow from the communication hole 17 provided in the partition wall 5, and flows into the next tank, the rectification storage tank. Flow into 3 Since the opening area of the communication hole 17 is narrowed to a certain size, the amount of inflowing water is limited, so that the water level of the inflow storage tank 2 rises to the height of the discharge port 13. On the other hand, the road surface drainage that has entered the rectification storage tank 3 has calmed down, so that sediment and dust settle at the bottom as indicated by the arrow, and the oil rises above the communication hole 17 as indicated by the arrow. The partition wall 5 between the storage tank and the outflow storage tank 4 is blocked by a portion above the communication hole 17 and does not flow into the outflow storage tank 4. Therefore, the road surface drainage excluding the oil floating above and the sand and the like settled at the bottom flows into the outflow storage tank 4 from the communication hole 17 as shown by the arrow.
【００４３】流出貯槽４では、流入した路面排水はさら
に１ｍｍ以下の土砂粒子やカーボン等の懸濁物のＳＳが
沈殿して除去された処理水となる。この処理水は流出貯
槽４内で水位を上昇し、処理水の取入口１８から排水管
２０に流入して矢印方向に流れて下流の排出溝６に臨む
排出口２０から排出溝６に排出される。流出貯槽４内の
排水管２０の上部には小さな孔７６が開口されており空
気が流通するので排水管２０の底の高さ以上に流出貯槽
４の水位が高まると処理水は排水管２０から流出する。
ところで排水管２０の取入口１８では排水管２０が下方
に曲折しているので、孔７６が無ければサイフォンの原
理が働くので処理水は排水管２０の高さより高くならな
ければ排水管２０を流れて排出口１９から流出しない。In the outflow storage tank 4, the inflow road surface drainage becomes treated water from which SS of suspended matter such as earth and sand particles of 1 mm or less and carbon is precipitated and removed. The treated water rises in the outflow storage tank 4, flows into the drain pipe 20 from the treated water intake 18, flows in the direction of the arrow, and is discharged to the discharge groove 6 from the discharge port 20 facing the downstream discharge groove 6. You. A small hole 76 is opened in the upper part of the drainage pipe 20 in the outflow storage tank 4, and air flows therethrough. When the water level of the outflow storage tank 4 rises above the height of the bottom of the drainage pipe 20, the treated water is discharged from the drainage pipe 20. leak.
By the way, since the drainage pipe 20 is bent downward at the inlet 18 of the drainage pipe 20, the treated water flows through the drainage pipe 20 unless the height of the drainage pipe 20 is higher than the height of the drainage pipe 20 because the siphon principle works without the hole 76. Does not flow out of the discharge port 19.
【００４４】[0044]
【発明の効果】以上説明したとおり、本発明の道路の路
面排水を側溝で集めて排出する排出溝からバイパスの流
入路により仕切壁と仕切壁に開口する連通孔により隣接
配置した流入貯槽とその後段の整流貯槽とさらにその後
段の流出貯槽からなる多段貯槽の処理槽に受け入れて、
仕切壁の区画で流入の勢いを削いで土砂や浮遊懸濁物の
ＳＳを自然沈殿させ、さらにオイルを浮上させて分離し
て再び排出溝に戻す路面排水処理施設で、低コストで効
率よく路面排水中に含まれる土砂や浮遊懸濁物やオイル
を除去して、道路周辺の池や田畑の環境汚染を的確に防
止することができる。多量に降雨の有る場合は、初期の
段階で本発明の処理施設は堰やパンチングしたプレート
の作用により土砂や浮遊懸濁物のＳＳやオイルが混入し
た路面排水を受け入れ処理するが、その後は路面は洗い
流されて土砂や浮遊懸濁物のＳＳやオイルは無くなる。
そこで大量の雨により堰やパンチングプレートを乗り越
えて路面排水が排出溝を流れても黒い水とはなることは
なく道路周辺の池や田畑の環境汚染することはない。さ
らに、本発明では酸化チタンのコーティング層が光り触
媒作用をして太陽光により路面排水中に含まれる化学物
質を分解除去して有害物質を消失させることができる。
さらに、処理槽は組ブロックから構成することで工場生
産を可能とし、ブロック毎に分解して搬送することがで
きるので現地への搬送を容易として敷設コストを低下さ
せることができるなど優れた効果を有するものである。As described above, according to the present invention, the inflow storage tank disposed adjacently to the partition wall and the communication hole opened to the partition wall by the bypass inflow path from the discharge groove for collecting and discharging the road surface drainage of the road in the side gutter. Accepted in a multi-stage storage tank consisting of a rectifying storage tank in the stage and an outflow storage tank in the subsequent stage,
A road surface wastewater treatment facility that reduces the inflow momentum in the partition wall section to allow the SS of sediment and suspended solids to settle naturally, and then separates the oil by floating and returns it to the drain again. By removing soil and suspended solids and oil contained in the wastewater, it is possible to accurately prevent environmental pollution of ponds and fields around roads. If there is a lot of rainfall, the treatment facility of the present invention receives and treats road surface wastewater mixed with SS and oil of soil and suspended solids by the action of weirs and punched plates at the initial stage. Is washed away, and SS and oil of the sediment and the suspended suspension are lost.
Therefore, even if the road surface drainage flows over the weir or punching plate and flows into the drain due to heavy rainfall, it does not become black water and does not pollute the ponds and fields surrounding the road. Furthermore, in the present invention, the coating layer of titanium oxide acts as a photocatalyst to decompose and remove chemical substances contained in road surface drainage by sunlight, thereby eliminating harmful substances.
Furthermore, since the processing tank is made up of assembled blocks, factory production is possible, and it can be disassembled and transported for each block, facilitating transport to the site and reducing the installation cost. Have
【図１】本発明の路面排水処理施設の斜視図である。FIG. 1 is a perspective view of a road surface wastewater treatment facility of the present invention.
【図２】図１の路面排水処理施設の平面図である。FIG. 2 is a plan view of the road surface wastewater treatment facility of FIG.
【図３】図１の路面排水処理施設の正面図である。FIG. 3 is a front view of the road surface wastewater treatment facility of FIG. 1;
【図４】本発明の他の実施の形態の路面排水処理施設の
斜視図である。FIG. 4 is a perspective view of a road surface wastewater treatment facility according to another embodiment of the present invention.
【図５】図４の路面排水処理施設の流入路の一部切断側
面図である。FIG. 5 is a partially cut-away side view of an inflow passage of the road surface wastewater treatment facility of FIG. 4;
【図６】図４の路面排水処理施設の模式的平面図であ
る。FIG. 6 is a schematic plan view of the road surface wastewater treatment facility of FIG. 4;
【図７】図４の路面排水処理施設のＡ−ＡおよびＢ−Ｂ
切断図である。7A and BB of the road surface wastewater treatment facility of FIG. 4;
FIG.
【図８】本発明のさらに他の実施の形態の路面排水処理
施設の斜視図である。FIG. 8 is a perspective view of a road surface wastewater treatment facility according to still another embodiment of the present invention.
【図９】図８の処理槽を断面で示す路面排水処理施設の
正面図である。9 is a front view of a road surface wastewater treatment facility showing a sectional view of the treatment tank of FIG. 8;
【図１０】本発明のさらに他の実施の形態の路面排水処
理施設の斜視図である。FIG. 10 is a perspective view of a road surface wastewater treatment facility according to still another embodiment of the present invention.
【図１１】図１０の処理槽を路面排水処理施設の断面で
示す正面図である。である。FIG. 11 is a front view showing the treatment tank of FIG. 10 in a cross section of a road surface wastewater treatment facility. It is.
【図１２】処理槽を排出溝に平行に横置きした実施の形
態の斜視図である。FIG. 12 is a perspective view of an embodiment in which a processing tank is placed in parallel to a discharge groove.
１ 処理槽 ２ 流入貯槽 ３ 整
流貯槽 ４ 流出貯槽 ５ 仕切壁 ６ 排
出溝 ７ 溝底部 ８ 取水口 ９ 堰 １０ プレート １１ 孔 １２
端手方向槽壁 １３ 吐出口 １４ 流入路 １５
槽底 １６ 仕切壁上端 １７ 連通孔 １８
処理水取入口 １９ 処理水排出口 ２０ 処理水排水管 ２１
法面 ２２ 溢流水取入口 ２３ 溢流水排水管 ２４
溢流水排出口 ２５ 溢流口 ２６ 長手方向槽壁 ２７
土留め壁版 ２８ 槽壁支持版 ２９ 仕切壁支持版 ３０
土留めブロック ５０ 周枠壁 ５１ 仕切壁５１ ５２
底 ５３ 周枠壁上端 ５４ 相欠き継ぎ構造 ５５
底枠ブロック ５６ 周枠壁下端 ５７ 中間枠ブロック ５８
仕切壁下端 ５９ 切欠き部 ６０ 上部枠ブロック ６１ 切欠き部付き中間枠ブロック ６２
一部上端 ６３ 前段組ブロック ６４ 底 ６５
後段組ブロック ６６ 排水管挿通孔 ６７ 長手方向枠壁 ６８
短手方向枠壁 ６９ 短手方向支持壁版 ７０
中間支持壁版 ７１ 取水桝 ７２ 勾配調整側溝 ７３
ろ過材 ７４ 法面保護カバー ７５ 載置梁 ７６
孔 ７７ 上端切欠き部DESCRIPTION OF SYMBOLS 1 Processing tank 2 Inflow storage tank 3 Rectification storage tank 4 Outflow storage tank 5 Partition wall 6 Drain groove 7 Groove bottom 8 Water intake 9 Weir 10 Plate 11 Hole 12
End direction tank wall 13 Discharge port 14 Inflow path 15
Tank bottom 16 Partition wall upper end 17 Communication hole 18
Treated water inlet 19 Treated water outlet 20 Treated water drainage pipe 21
Slope 22 Flood water inlet 23 Flood water drain 24
Spill water outlet 25 spill port 26 longitudinal tank wall 27
Retaining wall plate 28 Tank wall support plate 29 Partition wall support plate 30
Earth retaining block 50 Perimeter frame wall 51 Partition wall 51 52
Bottom 53 Top edge of peripheral frame wall 54 Joint structure 55
Bottom frame block 56 Peripheral frame wall lower end 57 Intermediate frame block 58
Lower end of partition wall 59 Notch 60 Upper frame block 61 Intermediate frame block with notch 62
Part upper end 63 Front stage block 64 Bottom 65
Rear assembly block 66 Drainage pipe insertion hole 67 Longitudinal frame wall 68
Transverse frame wall 69 Transverse support wall plate 70
Intermediate support wall slab 71 Intake basin 72 Slope adjustment side groove 73
Filter material 74 Slope protection cover 75 Mounting beam 76
Hole 77 Top notch
───────────────────────────────────────────────────── フロントページの続き (72)発明者 金尾 剣一 岡山県邑久郡長船町服部1010−５ ────────────────────────────────────────────────── ─── Continuing on the front page (72) Inventor Kenichi Kanao 1010-5 Hattori, Osafune-cho, Oku-gun, Okayama Prefecture
Claims (19)
向の一端から他端に流入貯槽２と整流貯槽３と流出貯槽
４からなる複数の連設貯槽に区画した長方形の処理槽１
を有し、路面排水の排出溝６の上流側に路面排水の取水
口８を形成した路面排水流入路１４を設け、該流入路１
４の吐出口１３を処理槽１の長手方向の一端である流入
貯槽２の短手方向槽壁１２の上部に配設して該流入路１
４を排出溝６のバイパスとし、処理槽１の各仕切壁５に
槽底１５と仕切壁上端１６との間に１段または複数段の
連通孔１７を形成し、処理槽１の長手方向の他端側にあ
る流出貯槽４の内部に処理水排出用の処理水取入口１８
を有する処理排水管２０を仕切壁５および流入貯槽２の
短手方向槽壁１２に貫通させ、該処理排水管２０の処理
水排出口１９を下流側の排出溝６に臨ませたことを特徴
とする路面排水処理施設。1. A rectangular processing tank 1 divided into a plurality of continuous storage tanks comprising an inflow storage tank 2, a rectification storage tank 3, and an outflow storage tank 4 from one end to the other end in the longitudinal direction by a plurality of partition walls 5 in the short direction.
And a road surface drainage inflow channel 14 having a road surface drainage intake 8 formed upstream of the road surface drainage discharge groove 6.
4 is disposed above the short-side tank wall 12 of the inflow storage tank 2 which is one end of the processing tank 1 in the longitudinal direction.
4 is a bypass of the discharge groove 6, one or a plurality of communication holes 17 are formed in each partition wall 5 of the processing tank 1 between the tank bottom 15 and the upper end 16 of the partition wall, and the longitudinal direction of the processing tank 1 is formed. A treated water intake 18 for discharging treated water is provided inside the outflow storage tank 4 at the other end.
The drainage pipe 20 having the structure shown in FIG. 2 is penetrated through the partition wall 5 and the short-side tank wall 12 of the inflow storage tank 2, and the treated water discharge port 19 of the drainage pipe 20 faces the discharge groove 6 on the downstream side. Road surface wastewater treatment facility.
出貯槽４からなる各貯槽は、内壁面に酸化チタンを主成
分とする光触媒コーティング層を有することを特徴とす
る請求項１記載の路面排水処理施設。2. A processing tank 1 comprising an inflow storage tank 2, a rectification storage tank 3, and an outflow storage tank 4, each of which has a photocatalytic coating layer containing titanium oxide as a main component on an inner wall surface. Road surface wastewater treatment facility.
スキマーを有することを特徴とする請求項１または２記
載の路面排水処理施設。3. The road surface wastewater treatment facility according to claim 1, wherein the rectification storage tank 3 of the treatment tank 1 has an oil skimmer on the tank.
面排水処理施設において、路面排水取水口８は排出溝６
の上流側に設けた堰９に形成されていることを特徴とす
る路面排水処理施設。4. The road surface wastewater treatment facility according to claim 1, wherein the road surface water intake port 8 is provided with a discharge groove 6.
A road surface wastewater treatment facility, which is formed on a weir 9 provided upstream of the road.
面排水処理施設において、路面排水取水口８は排出溝６
の上流側の溝底部７に設置のプレート１０に開口の複数
の孔１１からなることを特徴とする路面排水処理施設。5. The road surface wastewater treatment facility according to claim 1, wherein the road surface wastewater intake port 8 comprises a discharge groove 6.
A road surface wastewater treatment facility comprising a plurality of holes 11 formed in a plate 10 installed at a groove bottom 7 on the upstream side of the road.
向の下降方向に形成され、処理槽１はその長手方向を該
排出溝６に直角に縦置き設置されていることを特徴とす
る請求項１〜５のいずれか１項に記載の路面排水処理施
設。6. The discharge groove 6 is formed in the downward direction of the slope 21 of the slope 21 on the side of the road, and the processing tank 1 is vertically installed with its longitudinal direction perpendicular to the discharge groove 6. The road surface wastewater treatment facility according to any one of claims 1 to 5, wherein
面排水処理施設において、路面排水吐出口１３のある一
端側の流入貯槽２より後段の貯槽に、路面排水吐出口１
３よりやや高い位置に溢流水取入口２２を有し、処理水
排出口１９より上流の排出溝６に溢流水排出口２４を有
する溢流水排水管２３を付加的に設置したことを特徴と
する路面排水処理施設。7. The road surface drainage treatment facility according to claim 1, wherein the road surface drainage discharge port 1 is provided in a storage tank at a stage subsequent to the inflow storage tank 2 at one end side where the road surface drainage discharge port 13 is located.
An overflow water inlet 22 is provided at a position slightly higher than 3 and an overflow water drain pipe 23 having an overflow water discharge port 24 is additionally provided in the discharge groove 6 upstream of the treated water discharge port 19. Road surface wastewater treatment facility.
て、溢流水取入口２２を有する貯槽の隣接後段にさらに
貯槽を設け、該隣接後段の貯槽との間の仕切壁５には連
通孔１７を設けることなく、該仕切壁５の上端の高さを
他の仕切壁５に有する最上段の連通孔１７と路面排水吐
出口１３との間の高さとして貯槽間の溢流口２５とした
ことを特徴とする路面排水処理施設。8. The road surface wastewater treatment facility according to claim 7, wherein a storage tank is further provided adjacent to the storage tank having the overflow water inlet 22, and a communication hole 17 is formed in the partition wall 5 between the storage tank and the storage tank at the adjacent rear stage. The height of the upper end of the partition wall 5 is set as the height between the uppermost communication hole 17 having the other partition wall 5 and the road surface drainage discharge port 13, and the overflow port 25 between the storage tanks is provided. Road surface wastewater treatment facility characterized by the following.
１の傾斜方向と直角方向に形成し、処理槽１はその長手
方向を排出溝６と平行に横置き設置されていることを特
徴とする請求項１〜５のいずれか１項に記載の路面排水
処理施設。9. The road surface drain groove 6 is a slope 2 at the side of the road.
The road surface according to any one of claims 1 to 5, wherein the processing tank 1 is formed in a direction perpendicular to the inclination direction of the processing tank 1 and the longitudinal direction of the processing tank 1 is set horizontally in parallel with the discharge groove 6. Wastewater treatment facility.
いて、整流貯槽３の前段側の貯槽とその隣接後段側の貯
槽との間の仕切壁５に連通孔１７を設けることなく、該
仕切壁５の上端の高さを他の仕切壁５に有する最上段の
連通孔１７と路面排水吐出口１０との間の高さにして貯
槽間の溢流口２５としたことを特徴とする路面排水処理
施設。10. The road surface wastewater treatment facility according to claim 9, wherein a communication hole 17 is not provided in the partition wall 5 between the storage tank on the upstream side of the rectification storage tank 3 and the storage tank on the downstream side adjacent thereto. Road drainage characterized in that the upper end of the upper surface 5 has a height between the uppermost communication hole 17 having another partition wall 5 and the road surface discharge outlet 10 to form an overflow 25 between storage tanks. Processing facility.
土留め壁版２７と処理槽１の短手方向槽壁１２の上端お
よび仕切壁５の上端に載って該土留め壁版２７から直角
方向に突出する槽壁支持版２８および仕切壁支持版２９
からなる土留めブロック３０を設け、該土留めブロック
３０の土留め壁版２７を道路側部法面の上方側に配置し
て処理槽１の上に載置していることを特徴とする請求項
１〜１１のいずれか１項に記載の路面排水処理施設。11. A retaining wall plate 27 having the same length as the longitudinal tank wall 26 of the processing tank 1 and the retaining wall plate resting on the upper end of the lateral tank wall 12 and the upper end of the partition wall 5 of the processing tank 1. Tank wall support plate 28 and partition wall support plate 29 projecting at right angles from 27
A retaining block 30 is provided, and the retaining wall slab 27 of the retaining block 30 is disposed above the road side slope and is placed on the processing tank 1. The road surface wastewater treatment facility according to any one of Items 1 to 11.
の仕切壁５１と底５２からなり周枠壁上端５３を上段の
ブロックとの相欠き継ぎ構造５４に形成している底枠ブ
ロック５５と、長方形の周枠壁５０と短手方向の複数の
仕切壁５１からなり周枠壁上端５３および周枠壁下端５
６を上下段のブロックとの相欠き継ぎ構造５４に形成し
ている中間枠ブロック５７と、長方形の周枠壁５０と短
手方向の複数の仕切壁５１からなり該長方形の周枠壁５
０の一端側の短手方向の周枠壁５０に路面排水吐出口１
３を有し、周枠壁上端５３に上段の土留めブロック３０
との、かつ、周枠壁下端５６に下段のブロックとの相欠
き継ぎ構造５４に形成し、仕切壁下端５８に仕切壁５１
を連通する切欠き部５９を有し、かつ、該長方形の周枠
壁５０の他端側の短手方向の周枠壁５０に処理水排出口
１９を有する上部枠ブロック６０からなることを特徴と
する路面排水処理施設の処理槽用の組ブロック。12. A bottom frame block comprising a rectangular peripheral frame wall 50, a plurality of partition walls 51 in the short direction, and a bottom 52, and forming an upper end 53 of the peripheral frame wall in a joint structure 54 with an upper block. 55, a rectangular peripheral frame wall 50, and a plurality of partition walls 51 in the lateral direction.
6 comprises an intermediate frame block 57 formed in a joint structure 54 with upper and lower blocks, a rectangular peripheral frame wall 50, and a plurality of partition walls 51 in the short direction.
0, the road surface drainage discharge port 1
3 and an upper retaining block 30 at the upper end 53 of the peripheral frame wall.
At the lower end 56 of the peripheral frame wall and the lower block, and the partition wall 51 at the lower end 58 of the partition wall.
And an upper frame block 60 having a treated water discharge port 19 in the short circumferential wall 50 at the other end of the rectangular circumferential wall 50. Set block for treatment tank of road surface wastewater treatment facility.
て、中間枠ブロック５７と上部枠ブロック６０の間に、
長方形の周枠壁５０と短手方向の複数の仕切壁５１から
なり周枠壁上端５３および周枠壁下端５６を上下段のブ
ロックとの相欠き継ぎ構造５４に形成し仕切壁下端５８
に仕切壁５１を連通する切欠き部５９を有する切欠き部
付き中間枠ブロック６１を追加したことを特徴とする路
面排水処理施設の処理槽用の組ブロック。13. The set block according to claim 12, wherein the intermediate frame block 57 and the upper frame block 60
A rectangular frame wall 50 and a plurality of partition walls 51 in the short direction are formed, and a frame wall upper end 53 and a frame wall lower end 56 are formed in a joint structure 54 with upper and lower blocks to form a partition wall lower end 58.
An intermediate frame block 61 with a notch having a notch 59 communicating with the partition wall 51 is added to the block for a treatment tank of a road surface wastewater treatment facility.
ックにおいて、路面排水吐出口１３を有する側の周枠壁
５０と仕切壁５１に排水管挿通孔６６を有することを特
徴とする路面排水処理施設の処理槽用の組ブロック。14. A road surface drainage treatment according to claim 12, wherein the peripheral wall 50 and the partition wall 51 having the road surface drainage outlet 13 have a drain pipe insertion hole 66. A set block for the processing tank of the facility.
枠ブロック５７の下端に切欠き部５９を設け、かつ、上
部枠ブロック６０に代えて、他方の短手方向の周枠壁５
０の一部上端６２を仕切壁５１の下端の切欠き部５９よ
り高い位置まで上端から切欠いて上端切欠き部７７を設
けて溢流口２５とした切欠き部付き上部枠ブロック６１
を配設した組ブロックを前段組ブロック６３とし、前段
組ブロック６３の溢流口側に隣接して、周枠壁５０と底
６４からなり周枠壁５０の周枠壁上端５３を上段のブロ
ックとの相欠き継ぎ構造５４に形成している底枠ブロッ
ク５５と、周枠壁５０と周枠壁上端５３および周枠壁下
端５６を上下段のブロックとの相欠き継ぎ構造５４に形
成している中間枠ブロック５７と、周枠壁５０からなり
前段組ブロック６３の一部切欠き付き上部枠ブロック６
１と隣接する周枠壁５０に前段組ブロック６３の溢流口
２５と同形状の溢流口２５を有し周枠壁上端５３および
周枠壁下端５６を上下段のブロックとの相欠き継ぎ構造
５４に形成している上部枠ブロック６１からなる後段組
ブロック６５を連設したことを特徴とする路面排水処理
施設の処理槽用の組ブロック。15. A notch 59 is provided at the lower end of the intermediate frame block 57 of the assembled block according to claim 12, and the other lateral frame wall 5 in the short side direction is used instead of the upper frame block 60.
The upper frame block 61 having a notch portion is provided as an overflow port 25 by notching the upper end 62 of the part 0 from the upper end to a position higher than the notch portion 59 at the lower end of the partition wall 51 and providing an upper end notch portion 77.
Is set as the front-stage block 63, and the upper end 53 of the peripheral-frame wall 50, which is composed of the peripheral frame wall 50 and the bottom 64 and is adjacent to the overflow port side of the previous-stage group block 63, is the upper block. The bottom frame block 55 formed in the joint structure 54 with the peripheral frame wall 50, the upper end 53 of the peripheral frame wall, and the lower end 56 of the peripheral frame wall are formed in the joint structure 54 with the upper and lower blocks. Upper frame block 6 composed of an intermediate frame block 57 and a peripheral frame wall 50, and a partially cut-out portion of the front assembly block 63.
The peripheral frame wall 50 adjacent to 1 has an overflow port 25 of the same shape as the overflow port 25 of the preceding assembly block 63, and the upper end 53 of the peripheral frame wall and the lower end 56 of the peripheral frame wall are partially connected to the upper and lower blocks. A group block for a treatment tank of a road surface wastewater treatment facility, wherein a rear group block 65 including an upper frame block 61 formed in a structure 54 is continuously provided.
て、後段組ブロック６５は、底枠ブロック５５、中間枠
ブロック５７および上部枠ブロック６１の全てのブロッ
クは仕切壁５１を有し、これらの中間枠ブロック５７お
よび上部枠ブロック６１の仕切壁下端５８に仕切壁５１
を連通する切欠き部５９を有ることを特徴とする路面排
水処理施設の処理槽用の組ブロック。16. The assembled block according to claim 15, wherein in the rear assembled block 65, all of the bottom frame block 55, the intermediate frame block 57, and the upper frame block 61 have the partition wall 51, and the intermediate block therebetween. The partition wall 51 is provided at the lower end 58 of the partition wall of the frame block 57 and the upper frame block 61.
A cut-off portion 59 that communicates with a set block for a treatment tank of a road surface wastewater treatment facility.
て、前段組ブロック６３の路面排水吐出口１３を有する
側の周枠壁５０および仕切壁５１と、かつ、前段組ブロ
ック６３および後段組ブロック６５の溢流口２５を有す
る周枠壁５０に排水管挿通孔６６を有することを特徴と
する路面排水処理施設の処理槽用の組ブロック。17. The assembled block according to claim 15, wherein the peripheral frame wall 50 and the partition wall 51 on the side having the road surface discharge outlet 13 of the former assembled block 63, and the former assembled block 63 and the latter assembled block 65. A set block for a treatment tank of a road surface wastewater treatment facility, comprising a drain pipe insertion hole 66 in a peripheral frame wall 50 having an overflow port 25 of (1).
て、前段組ブロック６３の路面排水吐出口１３を有する
側の周枠壁５０および仕切壁５１と、かつ、前段組ブロ
ック６３および後段組ブロック６５の溢流口２５を有す
る周枠壁５０と後段ブロック６５の仕切壁５１に排水管
挿通孔６６を有することを特徴とする路面排水処理施設
の処理槽用の組ブロック。18. The assembled block according to claim 15, wherein the peripheral frame wall 50 and the partition wall 51 on the side of the front assembled block 63 having the road surface discharge outlet 13 and the front assembled block 63 and the rear assembled block 65. A set block for a treatment tank in a road surface wastewater treatment facility, comprising: a peripheral frame wall 50 having an overflow port 25; and a partition wall 51 of a rear block 65 having a drain pipe insertion hole 66.
載の組ブロックにおいて、上部枠ブロックの周枠壁５０
の長手方向枠壁６７と同長の土留め壁版２７と、上部枠
ブロックの周枠壁５０の短手方向枠壁６８の上および仕
切壁５１の上に沿って該土留め壁版２７から直角前方に
突出する端手方向支持壁版６９および中間支持壁版７０
からなる土留めブロック３０を相欠き継ぎ構造５４で上
部枠ブロックの上に載置していることを特徴とする路面
排水処理施設の処理槽用の組ブロック。19. The peripheral frame wall 50 of the upper frame block according to any one of claims 12 to 18, wherein:
And the retaining wall plate 27 having the same length as the longitudinal frame wall 67 and the retaining wall plate 27 along the short direction frame wall 68 and the partition wall 51 of the peripheral frame wall 50 of the upper frame block. End support wall plate 69 and intermediate support wall plate 70 projecting right forward.
A block for a treatment tank of a road surface wastewater treatment facility, wherein the earth retaining block 30 made of is mounted on the upper frame block by a joint structure 54.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22808099A JP3431864B2 (en) | 1999-08-12 | 1999-08-12 | Road surface wastewater treatment facility |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22808099A JP3431864B2 (en) | 1999-08-12 | 1999-08-12 | Road surface wastewater treatment facility |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2001049647A true JP2001049647A (en) | 2001-02-20 |
| JP3431864B2 JP3431864B2 (en) | 2003-07-28 |
Family
ID=16870888
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP22808099A Expired - Lifetime JP3431864B2 (en) | 1999-08-12 | 1999-08-12 | Road surface wastewater treatment facility |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3431864B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2001089998A1 (en) * | 2000-05-25 | 2001-11-29 | Hokukon Co., Ltd | Road surface waste water treatment device and tubular water treatment unit |
| JP2013036181A (en) * | 2011-08-04 | 2013-02-21 | Kcon Kk | Road surface drain treatment device |
| JP2015007368A (en) * | 2014-06-10 | 2015-01-15 | 東日本高速道路株式会社 | Oil-water separation pit |
| JP5839432B1 (en) * | 2015-04-13 | 2016-01-06 | ケイコン株式会社 | Road drainage tank for oil-water separation |
-
1999
- 1999-08-12 JP JP22808099A patent/JP3431864B2/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2001089998A1 (en) * | 2000-05-25 | 2001-11-29 | Hokukon Co., Ltd | Road surface waste water treatment device and tubular water treatment unit |
| JP2013036181A (en) * | 2011-08-04 | 2013-02-21 | Kcon Kk | Road surface drain treatment device |
| JP2015007368A (en) * | 2014-06-10 | 2015-01-15 | 東日本高速道路株式会社 | Oil-water separation pit |
| JP5839432B1 (en) * | 2015-04-13 | 2016-01-06 | ケイコン株式会社 | Road drainage tank for oil-water separation |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3431864B2 (en) | 2003-07-28 |
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