JP2004092390A - Purification device for surface drainage, and greening device using purified drainage - Google Patents

Purification device for surface drainage, and greening device using purified drainage Download PDF

Info

Publication number
JP2004092390A
JP2004092390A JP2003432254A JP2003432254A JP2004092390A JP 2004092390 A JP2004092390 A JP 2004092390A JP 2003432254 A JP2003432254 A JP 2003432254A JP 2003432254 A JP2003432254 A JP 2003432254A JP 2004092390 A JP2004092390 A JP 2004092390A
Authority
JP
Japan
Prior art keywords
water
drainage
purified
road surface
porous structure
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
JP2003432254A
Other languages
Japanese (ja)
Inventor
Takashi Furumura
古村 崇
Toshiaki Fukuhara
福原 俊朗
Shinichi Kawada
川田 紳一
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.)
Kawada Construction Co Ltd
Original Assignee
Kawada Construction Co Ltd
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 Kawada Construction Co Ltd filed Critical Kawada Construction Co Ltd
Priority to JP2003432254A priority Critical patent/JP2004092390A/en
Publication of JP2004092390A publication Critical patent/JP2004092390A/en
Priority to AU2004246926A priority patent/AU2004246926B2/en
Priority to CN2010101394271A priority patent/CN101849483B/en
Priority to EP04745783.3A priority patent/EP1642493B1/en
Priority to CN2010101393832A priority patent/CN101816268B/en
Priority to CN2004800099219A priority patent/CN1774168B/en
Priority to JP2005506929A priority patent/JP4418429B2/en
Priority to CA002529073A priority patent/CA2529073C/en
Priority to PCT/JP2004/008189 priority patent/WO2004110131A1/en
Priority to US11/242,725 priority patent/US8209905B2/en
Priority to HK06109103.9A priority patent/HK1088788A1/en
Priority to JP2008194096A priority patent/JP5248945B2/en
Priority to JP2008194093A priority patent/JP5248944B2/en
Priority to HK11101705.1A priority patent/HK1147643A1/en
Priority to US13/426,327 priority patent/US8701345B2/en
Pending legal-status Critical Current

Links

Images

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/30Flood prevention; Flood or storm water management, e.g. using flood barriers

Landscapes

  • Filtration Of Liquid (AREA)
  • Road Paving Structures (AREA)
  • Sewage (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a surface drainage purification and greening device that has a sufficient purifying capacity and enables growth of plants only on natural precipitation without special watering by using purified water. <P>SOLUTION: The surface drainage purification and greening device 1 is so constructed that walls 4 are erected on a top slab 3 of an underground headrace 2 to form a channel part 5, water reservoirs 6 and 7 are juxtaposed in the bottom, and a charcoal layer 8 and a soil layer 9 are laid over. Drainage from paved road surfaces 11 is led to a tube 13 that supplies it to the charcoal layer 8. The charcoal layer 8 purifies the drainage, and adsorbs moisture evaporating from the water reservoirs 6 and 7 to supply it to a greening plant 15. Although excess water overflowing the water reservoirs 6 and 7 flows into the underground headrace 2 from holes 14, moisture evaporating from the underground headrace 2 is supplied to the charcoal 8 via the holes 14. <P>COPYRIGHT: (C)2004,JPO

Description

 この発明は、降雨時に舗装路面より流出する排水の浄化装置及びこの浄化装置で浄化された水を利用する緑化装置に関するものであり、特に歩道や中央分離帯、地下導水路の上面等に設ける浄化装置及び緑化装置に関するものである。 The present invention relates to a device for purifying drainage flowing out of a pavement surface during rainfall and a greening device using water purified by the device, and more particularly to a purification device provided on a sidewalk, a median strip, an upper surface of an underground waterway, or the like. The present invention relates to an apparatus and a greening apparatus.

 舗装路面、特に国道や高速自動車道等、車輌通行頻度の高い路面では、降雨時の路面排水に土砂、塵埃、空気中の浮遊物質、タイヤや舗装アスファルトの摩擦屑、オイル等様々なものが含まれており、これらの道路区域から流出する排水は公共水域における水質汚濁の原因ともなっていた。 On pavement roads, especially on roads with a high traffic frequency, such as national roads and highway roads, road surface drainage during rainfall includes various substances such as earth and sand, dust, suspended solids in the air, frictional debris from tires and asphalt asphalt, and oil. Wastewater from these road areas has caused water pollution in public waters.

 従来路面排水の浄化装置については、例えば特許文献1あるいは特許文献2に記載されるような構造が提案されていた。
特開平11−228080号公報 特開2002−242277号公報
2. Description of the Related Art Conventionally, as a device for purifying road surface drainage, for example, a structure as described in Patent Document 1 or Patent Document 2 has been proposed.
JP-A-11-228080 JP-A-2002-242277

 従来の路面排水の浄化装置は、路面排水を引き込む処理槽を道路側部に設け、槽内に山砂などを投入して、その濾過・吸着作用を利用して路面排水中の懸濁物を沈殿除去し、更に油分は浮上分離するなどして生成された浄化水を河川等に放流する構成であった。このような従来の路面排水の浄化装置は、道路際の植栽帯や歩道下部に設ける比較的小規模(数立方メートル以下)の枡であった。 Conventional road drainage purification equipment has a treatment tank that draws road drainage on the side of the road, and puts sand and the like into the tank and uses the filtration and adsorption to remove suspended solids in road drainage. The sediment was removed, and the purified water generated by floating and separating the oil was discharged to a river or the like. Such a conventional device for purifying road surface drainage is a relatively small-sized (several cubic meters or less) basin provided below a planting zone or a sidewalk on a road.

 しかし、従来の路面排水の浄化装置は、山砂等を利用した浄化であったため、浄化能力が十分ではなかった。又、道路際に植栽帯に設ける場合であっても浄化水を特に利用することなくそのまま放流していたので、植栽する花木はその区域における天然の降水に専ら依拠することとなり、この水分供給の条件によって植栽の領域及び種類はかなり限定されるものとなっていた。 However, the conventional purification device for road surface wastewater was not purified enough because it used purification using mountain sand and the like. In addition, even in the case where the plant is located in the planting zone along the road, the purified water was released without any particular use, and the flowers to be planted depend exclusively on the natural precipitation in that area. The conditions and the type of planting have been considerably limited by the above conditions.

 例えば、近年様々な水路を地下に埋設して、その上面の利用を図ろうとするケースが増加しているが、このような地下導水路等の構造物が存在している場所では、表面を土で覆っても限定された土量となるため、天然降水のみで育てる樹木を植栽することは不可能であった。 For example, in recent years, the number of cases where various waterways are buried underground and the upper surface thereof is being used has been increasing, but where structures such as underground waterways exist, the surface is soiled. It was impossible to plant trees grown only by natural precipitation because of the limited amount of soil even if covered.

 一方樹木ほど根の深さを必要としない花卉類の場合であっても水分供給に関しては問題があった。即ち、上記のような構造物上に設ける植栽帯以外でも舗装路面に囲まれた中央分離帯や都市街区における植栽は、何れも水分供給領域が限定されたものとなるので、比較的水分を多めに必要とする花卉類は天然降水のみでは枯れてしまう恐れがあった。 On the other hand, there was a problem with water supply even in the case of flowers that did not require the root depth as much as trees. That is, planting in a median strip or a city block surrounded by a pavement road surface other than the planting band provided on the structure as described above has a limited water supply area, so that relatively little water is supplied. There is a risk that flowers that are needed in large quantities will die with only natural precipitation.

 又路面や街区に降雨があっても、大半の水は排水施設を通って流れてしまい花卉類のために貯水する機構はなかった。又路面排水の浄化装置を設ける場合であっても、その浄化水を花卉類に供給することは無かった。従ってこのような地域で花卉類を育てる場合には、必要に応じて灌水作業を行なわねばならず、これに要するコストアップや管理面での煩雑さに問題があった。 Also, even if there was rain on the road surface or in the block, most of the water flowed through drainage facilities and there was no mechanism to store water for flowers. Further, even when a device for purifying road surface drainage is provided, the purified water has not been supplied to flowers. Therefore, when growing flowers in such an area, irrigation must be performed as needed, and there has been a problem in that the cost required for this and the management complexity are increased.

 この発明は、従来の路面排水の浄化装置が有する上記の問題点を解消すべくなされたものであり、浄化能力を十分に備える路面排水の浄化装置を提供することを目的としている。又道路際に植栽帯に設ける場合に浄化水の利用を図り、限られた土量の区域に樹木を植栽する場合であっても、又比較的水分を多めに必要とする花卉類を水分供給領域が限定された区域に植栽する場合であっても、特別な灌水を行なわずに、天然降水量のみで植物が生育し得る緑化装置を提供することを目的としている。 The present invention has been made to solve the above-mentioned problems of the conventional road drainage purification apparatus, and has as its object to provide a roadside drainage purification apparatus having a sufficient purification ability. In addition, use purified water when setting up a planting zone along the road. Even when trees are planted in an area with a limited amount of soil, flowers that require a relatively large amount of water can also be used. It is an object of the present invention to provide a greening apparatus in which plants can grow only by natural precipitation without performing special irrigation even when planting in an area where a supply area is limited.

 上記課題を解決するため、この発明の路面排水の浄化装置は、舗装路面の側部にあって下方に連続した微細な孔路からなる多孔質構造の材料を配置する溝形部と、この溝形部に舗装路面や側溝の排水を導入する排水引込部と、前記多孔質構造の材料の上面に載置する土壌層と、前記多孔質構造の材料で浄化された水を流下する浄化水の流出部を備えることを特徴とするものである。 In order to solve the above-mentioned problems, a road surface drainage purification device according to the present invention includes a groove-shaped portion on a side surface of a pavement road surface, on which a material having a porous structure composed of fine pores that are continuous downward is disposed. A drainage inlet for introducing drainage from a pavement road surface or a gutter into the shape part, a soil layer placed on the upper surface of the porous structure material, and purified water flowing down the water purified by the porous structure material. It is characterized by having an outflow part.

 舗装路面は、溝形部の片面にある場合でも両面に位置する場合でもよい。溝形部は少なくとも、連続した微細な孔路からなる多孔質構造の材料と土壌層を収納するための壁部を備え、この壁部より排水を多孔質構造の材料に引き込むが、多孔質構造の材料に一様に排水を供給するため孔を適宜穿設した管を多孔質構造の材料の上面に布設してもよい。底部は掘削した土の面であってもよいし、コンクリート板であってもよい。 The pavement road surface may be on one side of the channel or on both sides. The channel has at least a wall for accommodating a porous material and a soil layer composed of continuous fine pores, and drainage water is drawn into the porous material from this wall. In order to uniformly supply drainage to the above material, a tube having an appropriate hole may be provided on the upper surface of the porous structure material. The bottom may be a surface of excavated soil or a concrete plate.

 多孔質構造の材料としては、例えば沸石(ゼオライト)、軽石等の多孔質火山岩、パーライト、バーミキュライト、多孔質セラミックス、吸水・吸湿性能の高いスポンジ、木炭、活性炭、人工軽量土壌等が適用される。これら多孔質構造の材料はフィルター効果を発揮することにより、排水を浄化することができる。なお多孔質構造の材料はそのまま積層してもよいし、袋詰にしたものを敷設してもよい。 材料 As the material having a porous structure, for example, porous volcanic rocks such as zeolite (zeolite) and pumice, perlite, vermiculite, porous ceramics, sponge having high water absorption and moisture absorption performance, charcoal, activated carbon, artificial lightweight soil, and the like are applied. These materials having a porous structure can purify wastewater by exerting a filter effect. The material having the porous structure may be laminated as it is, or may be laid in a bag.

 なお木炭を使用する場合は、例えば建設工事で排出される廃材としての型枠合板等を焼却せずに炭化装置を用いて合板再生炭としたものを使用することが望ましい。なお炭化時の焼成温度としては、1300℃程度が望ましい。700℃程度で焼成する場合には、木炭にカドミウム・ヒ素等の有害物質の残留濃度が高くなるが、1300℃程度とすると殆ど有害物質は除去される。合板再生炭は細分化すると針状となり、内部比表面積が大きくなる。 In the case of using charcoal, it is desirable to use, for example, regenerated plywood charcoal using a carbonization device without incinerating form plywood or the like as waste material discharged in construction work. The firing temperature during carbonization is preferably about 1300 ° C. In the case of firing at about 700 ° C., the residual concentration of harmful substances such as cadmium and arsenic in charcoal increases, but when the temperature is about 1300 ° C., almost no harmful substances are removed. When the plywood regenerated coal is subdivided, it becomes acicular and the internal specific surface area increases.

 土壌層は、植栽を考慮した土壌のみならず、例えば排水の通水性に優れた防腐チップによる地盤を築造して、その表面をウッドチップで舗装し、木質系の足に柔らかい歩道とするものでもよい。 The soil layer is made of not only soil in consideration of planting, but also, for example, constructing the ground with antiseptic chips with excellent water permeability for drainage, paving the surface with wood chips, and making the wooden feet soft sidewalks May be.

 請求項2記載の路面排水の浄化装置における前記浄化水の流出部は、前記溝形部の下面にある地下導水路であって、この地下導水路の頂版には浄化水の流下孔を穿設することを特徴とするものである。多孔質構造の材料で浄化された水は底部に穿設した孔から地下導水路に移送されて流下する。地下導水路は舗装路面の側部又は中央分離帯に配設する場合でもよいし、舗装路面の全域に亘って配置する場合でもよい。 The outflow portion of the purified water in the apparatus for purifying road surface drainage according to claim 2 is an underground waterway on a lower surface of the channel-shaped portion, and a top plate of the underground waterway is provided with a downflow hole of the purified water. It is characterized by being provided. The water purified by the porous structure material is transferred to the underground waterway from the hole formed in the bottom and flows down. The underground headrace may be provided on the side of the pavement road surface or on the median strip, or may be provided over the entire area of the pavement road surface.

 請求項3記載の緑化装置は、舗装路面の側部にあって底面に貯水器を並列し、この貯水器の水面から離隔する位置に連続した微細な孔路からなる多孔質構造の材料を配置する溝形部と、この溝形部に舗装路面や側溝の排水を導入する排水引込部と、前記多孔質構造の材料の上面に載置して緑化用植物を植栽する土壌層と、前記多孔質構造の材料で浄化された後前記貯水器から溢流する浄化水の流出部を備えることを特徴とするものである。 According to a third aspect of the present invention, there is provided a greening apparatus in which a water reservoir is arranged in parallel on a side surface of a pavement road surface and a bottom surface thereof, and a material having a porous structure composed of continuous fine pores is arranged at a position separated from the water surface of the water reservoir. And a drainage inlet for introducing drainage from a pavement road or a gutter into the channel, a soil layer placed on the upper surface of the porous structure material and planting greening plants, It is characterized by comprising an outflow portion of purified water that overflows from the water reservoir after being purified by a material having a porous structure.

 貯水器はその水面から離隔する位置に多孔質構造の材料を配置するため、例えば容器上端を越える高さまで通水性能が大きい材質よりなる間隔保持材を敷設し、この間隔保持材の上面に通気性能の大きいシート材を介在して多孔質構造の材料を載置する。この場合容器は、間隔保持材の上面に多孔質構造の材料及び土壌層を載置できるものであれば、形状・材質は特に限定されない。間隔保持材は、例えば樹脂製の暗渠集排水材やポーラスコンクリートその他有孔固形物を利用することができる。 In order to place a porous structure material at a position separated from the water surface of the water reservoir, for example, a spacing material made of a material having a high water-permeability is laid to a height exceeding the upper end of the container, and the upper surface of the spacing material is ventilated. A material having a porous structure is placed with a high performance sheet material interposed therebetween. In this case, the shape and the material of the container are not particularly limited as long as the material and the soil layer having the porous structure can be placed on the upper surface of the spacing member. As the spacing member, for example, a culvert drainage material made of resin, porous concrete, or other perforated solid material can be used.

 又貯水器は底面に貯水用の小容器を並列して網材を載置し、この網材の上面に通気性能の大きいシート材を介在して多孔質構造の材料を載置するものでもよいし、有孔蓋体を載置する容器側部に排水部を設け、蓋体上に多孔質構造の材料を載置する構成でもよい。何れの場合も水面と多孔質構造の材料を離隔して余剰水分が極力多孔質構造の材料及び土壌層内に留まらないようにする。 Further, the water reservoir may be a device in which a net material is placed in parallel with a small container for storing water on the bottom surface, and a material having a porous structure is placed on the upper surface of the net material with a sheet material having a large ventilation performance interposed. Then, a drainage section may be provided on the side of the container on which the perforated lid is placed, and a material having a porous structure may be placed on the lid. In any case, the water surface is separated from the porous structure material so that excess water is prevented from remaining in the porous structure material and the soil layer as much as possible.

 多孔質構造の材料は、そのフィルター効果で排水を浄化すると共に貯水器より蒸発する水分を吸着する。貯水器から土壌層に植栽する植物表面に至るまでの各層における相対湿度の相違及び蒸散水分の毛細管現象により、水分移動が起こり、植物への給水・給肥効果あるいは土壌の冷却効果等がもたらされる。 材料 The porous structure material purifies wastewater by its filter effect and adsorbs water evaporating from the water reservoir. Due to the difference in relative humidity in each layer from the water reservoir to the surface of the plant to be planted in the soil layer, and the capillary effect of transpired water, water movement occurs, resulting in water supply / fertilization effect on plants or cooling effect on soil. It is.

 土壌層は、保水力が大きく大気中への水分の蒸発が少ない土壌を有することが望ましい。保水力が大きく大気中への水分の蒸発が少ない土壌としては、例えば腐朽した木材チップを主たる材料とする木質系の軽量土壌の他、ヤシガラ繊維、ピートモス、赤玉土、人工軽量土壌などの粗粒土等が挙げられる。木質系の軽量土壌の場合、その配合を高温度焼成炭5%、中温度焼成炭5%、腐朽した木材チップ70%、他にヤシ繊維、パーライト、バーミキュライト、ピートモス、赤玉土もしくは黒土等20%とすると、保水力がアップし、かつ水分の移動を可能とする土壌となる。 It is desirable that the soil layer has soil with high water retention capacity and little evaporation of moisture into the atmosphere. Examples of soil with high water retention capacity and low evaporation of water into the atmosphere include, for example, light woody soil mainly made of decayed wood chips, and coarse grains such as coconut shell fiber, peat moss, Akadama soil, artificial lightweight soil, etc. Soil and the like. In the case of light-weight woody soil, the composition is 5% high-temperature calcined coal, 5% medium-temperature calcined coal, 70% decayed wood chips, and 20% such as coconut fiber, perlite, vermiculite, peat moss, Akadama or black clay. In this case, the soil has an improved water retention capacity and allows water to move.

 土壌層は保水力が大きく水分蒸発が少ない構成であり、一方貯水器の水は木炭等多孔質材の吸着によってのみ消費されて行く。水分の吸着・放出が段階的となり無駄な水分供給が制限される。貯水器には植物を生育するのに必要な水量が確保されており、天然の降水を貯留するだけで別途の灌水装置は不要となる。又通常の気候ならば定期的な水遣りも必要ない。 The soil layer has a high water retention capacity and low water evaporation, while the water in the reservoir is consumed only by adsorption of porous materials such as charcoal. Adsorption and release of water are made stepwise, and unnecessary water supply is limited. The water reservoir has enough water to grow the plants, so that it only needs to store natural precipitation and does not require a separate irrigation device. Also, regular watering is not required in normal weather.

 請求項4記載の緑化装置における浄化水の流出部は、前記溝形部の下面にある地下導水路であって、この地下導水路の頂版には、前記浄化水の流下と地下導水路より蒸発する水分を前記多孔質構造の材料に供給せしめる孔を穿設することを特徴とするものである。貯水器から溢流する浄化水は孔から地下導水路に移送されて流下する一方導水路内の水蒸気はこの孔を通って多孔質構造の材料に吸着され、植物生育用の水分となる。 The outflow portion of the purified water in the greening device according to claim 4 is an underground waterway on a lower surface of the channel-shaped portion, and a top plate of the underground waterway is provided with a flow of the purified water and an underground waterway. It is characterized in that a hole for supplying evaporating moisture to the material of the porous structure is formed. Purified water overflowing from the reservoir is transferred from the hole to the underground waterway and flows down, while the water vapor in the waterway is adsorbed by the porous structure material through this hole and becomes water for plant growth.

 この発明の路面排水の浄化装置は、連続した微細な孔路からなる多孔質構造の材料を用いるので浄化能力が向上する。請求項2記載の路面排水の浄化装置は、地下導水路を浄化水の流出部とするので、導水路内の水質改善に寄与し、構造物上面の有効活用が図れる。 (4) Since the road surface purification device of the present invention uses a material having a porous structure consisting of continuous fine pores, the purification ability is improved. In the apparatus for purifying road surface drainage according to the second aspect, the underground waterway is used as the outflow portion of the purified water, so that the water quality in the waterway can be improved and the upper surface of the structure can be effectively used.

 請求項3記載の緑化装置は、貯水器に多孔質構造の材料及び土壌層を載置し緑化用植物を植栽するので浄化水の有効活用が図れる。多孔質構造の材料は、そのフィルター効果で排水を浄化すると共に貯水器より蒸発する水分を吸着する。貯水器の水は多孔質材の吸着によってのみ消費され水分の吸着・放出が段階的となり無駄な水分供給が制限される。貯水器には植物を生育するに必要な水量が確保されており、天然の降水を貯留するだけで別途の灌水装置は不要となる。又通常の気候ならば定期的な水遣りも必要ない。従って道路際の限られた土量の区域に樹木を植栽する場合であっても、又比較的水分を多めに必要とする花卉類を水分供給領域が限定された区域に植栽する場合であっても、特別な灌水を行なわずに、天然降水量のみで植物が生育し得る緑化装置を提供することができる。 According to the third aspect of the present invention, since the material for the porous structure and the soil layer are placed on the water reservoir and the greening plant is planted, the purified water can be effectively used. The material of the porous structure purifies the wastewater by its filter effect and also adsorbs the water evaporated from the water reservoir. The water in the water reservoir is consumed only by the adsorption of the porous material, and the adsorption and release of the water is made stepwise, thereby limiting the useless water supply. The water reservoir has enough water to grow the plants, so that it only needs to store natural precipitation and no additional irrigation equipment is required. Also, regular watering is not required in normal weather. Therefore, even when trees are planted in an area with a limited amount of soil near the road, or when flowers and flowers that require relatively much water are planted in an area where the water supply area is limited. Even if it does, it is possible to provide a greening apparatus that allows plants to grow only by natural precipitation without performing special watering.

 請求項4記載の緑化装置は地下導水路を浄化水の流出部とするので、導水路内の水質改善に寄与すると共に導水路内の水蒸気を植物生育用に利用することができる。 According to the fourth aspect of the present invention, since the underground waterway is used as the outlet of the purified water, it contributes to the improvement of the water quality in the waterway and can utilize the water vapor in the waterway for plant growth.

 次にこの発明の実施の形態を添付図面に基づき詳細に説明する。図1は路面排水の浄化及び緑化装置の断面図である。路面排水の浄化及び緑化装置1は、地下導水路2の頂版3より対向する壁体4,4を立設して溝形部5を形成する。壁体4は地下導水路2と一体に築造するものでもよいし、図示しないアンカーバー等を頂版3に埋設して別個の板材を連結する構成でもよい。 Next, embodiments of the present invention will be described in detail with reference to the accompanying drawings. FIG. 1 is a cross-sectional view of a road surface purification and greening device. In the apparatus 1 for purifying and greening road surface drainage, walls 4, 4 opposed to the top plate 3 of the underground waterway 2 are erected to form a channel 5. The wall body 4 may be constructed integrally with the underground waterway 2 or may be configured such that an anchor bar or the like (not shown) is embedded in the top plate 3 and separate plate members are connected.

 溝形部5の底面には有孔蓋体を有する貯水器6又は間隙保持材を収納する貯水器7を並列し、その上面に通気性能の大きいシート材に包まれる木炭8を層状に載置する。木炭8は廃材の型枠合板等から製造する再生炭を使用することが望ましい。合板再生炭は、細分化されると針状となり、内部比表面積が大きくなるので吸収性がよく、水蒸気吸炭率は10%程度以上認められている。このため乾燥期には蒸散、湿潤期には吸湿作用があり、自然呼吸による水分調節能力が高い。又土壌改質効果、汚水浄化機能も大きい。 A water reservoir 6 having a perforated lid or a water reservoir 7 for accommodating a gap holding material is arranged in parallel on the bottom surface of the channel portion 5, and a charcoal 8 wrapped in a sheet material having high ventilation performance is placed on the upper surface thereof in a layered manner. I do. As the charcoal 8, it is desirable to use recycled charcoal produced from waste formwork plywood or the like. Recycled plywood coal has a needle-like shape when subdivided and has a high internal specific surface area, so that it has good absorbency and a steam absorption rate of about 10% or more. Therefore, it has a transpiration during the dry season and a moisture absorbing action during the wet season, and has a high water regulation ability by natural respiration. In addition, the soil modification effect and the sewage purification function are large.

 木炭層8の上面には保水力が大きく大気中への水分の蒸発が少ない土壌層9を形成する。例えば腐朽した木材チップを主たる材料とする木質系の軽量土壌を使用し、その表層を例えば地被類の植生、ウッドチップ舗装、各種マルチング10などを施す。 土 壌 Form a soil layer 9 on the upper surface of the charcoal layer 8 which has a high water retention capacity and less evaporation of water into the atmosphere. For example, a woody lightweight soil mainly made of decayed wood chips is used, and its surface layer is subjected to, for example, vegetation of ground cover, wood chip pavement, and various mulchings 10.

 溝形部5の両サイドにある舗装路面11,11において降雨時等に発生する排水を壁体4に設ける排水枡12に集水し、適宜箇所に孔を穿設する管体13に導水して木炭層に供給する。木炭8はフィルター効果を発揮することにより、排水を浄化する。地下導水路2の頂版3には孔14が穿設されており、木炭8で浄化され貯水器6,7から溢流する余剰水はこの孔14から地下導水路2内に流下する。 On the pavement road surfaces 11 on both sides of the channel 5, drainage generated during rainfall or the like is collected in a drainage basin 12 provided on the wall 4, and is guided to a pipe 13 having holes at appropriate locations. Supply to the charcoal layer. The charcoal 8 purifies the wastewater by exerting a filter effect. A hole 14 is formed in the top plate 3 of the underground waterway 2, and surplus water purified by the charcoal 8 and overflowing from the water reservoirs 6 and 7 flows down into the underground waterway 2 from the hole 14.

 土壌層9には緑化用植物15を植栽する。木炭8は排水を浄化すると共に貯水器6,7より蒸発する水分を吸着し緑化用植物15に供給する。頂版3に穿設する孔14は地下導水路2より蒸発する水分を木炭8に供給する。即ち地下導水路2の水も植物生育用の水分となる。 緑 Plant greening plants 15 in the soil layer 9. The charcoal 8 purifies the wastewater and adsorbs the water evaporated from the water reservoirs 6 and 7 to supply the water to the plant 15 for greening. A hole 14 formed in the top plate 3 supplies the water evaporated from the underground water channel 2 to the charcoal 8. That is, the water in the underground waterway 2 also becomes water for plant growth.

 次に貯水器の詳細を図2及び図3に基づき説明する。図2は有孔蓋体を有する貯水器の断面図、図3は間隙保持材を収納する貯水器の断面図である。貯水器6はプラスチック製の容器16と、孔部17を穿設する発泡スチロール製の蓋体18よりなり、容器16の側部には切欠きを適宜箇所穿設して、蓋体18より上部の過剰な水分を速やかに外部に排出する。蓋体18の上面に載置する木炭8は容器16内の大気中の水分を吸着し植物15に供給する。容器16には、土壌層9を浸透する降雨と、管体13から供給される舗装路面11上の排水が共に浄化されて貯水されるが、この貯水量は年間を通じて植物15を生育するのに必要な水量とする。 Next, the details of the water reservoir will be described with reference to FIGS. FIG. 2 is a cross-sectional view of a water reservoir having a perforated lid, and FIG. 3 is a cross-sectional view of a water reservoir accommodating a gap holding material. The water reservoir 6 is made up of a plastic container 16 and a styrofoam lid 18 having a hole 17 formed therein. Excessive moisture is quickly discharged to the outside. The charcoal 8 placed on the upper surface of the lid 18 absorbs atmospheric moisture in the container 16 and supplies it to the plant 15. In the container 16, rainfall penetrating through the soil layer 9 and drainage on the pavement road surface 11 supplied from the pipe 13 are both purified and stored, and the amount of stored water is large enough to grow the plant 15 throughout the year. Use the required amount of water.

 一方貯水器7は、容器19と樹脂製の暗渠集排水材よりなる間隔保持材20を有する。間隔保持材20は容器19の上端を越える高さまで敷設する。間隔保持材20を用いるので容器19内の水を木炭8から離隔することができ、容器19の適用範囲を任意のものに拡大することができる。即ち溝形部5に蓋体18を有する定型の貯水器6を並列し、これが収容できない部分に間隙保持材20を収納する貯水器7を挿入する。 On the other hand, the water reservoir 7 has a container 19 and a spacing material 20 made of a resin culvert drainage material. The spacing member 20 is laid to a height exceeding the upper end of the container 19. Since the spacing member 20 is used, the water in the container 19 can be separated from the charcoal 8, and the applicable range of the container 19 can be expanded to an arbitrary one. That is, the fixed water reservoir 6 having the lid 18 is arranged in parallel with the groove portion 5, and the water reservoir 7 for accommodating the gap holding material 20 is inserted into a portion where the water reservoir 6 cannot be accommodated.

 次に別の実施の形態を図4に基づき説明する。図4は別の実施形態の路面排水の浄化及び緑化装置の断面図である。なお、図1における部材と同様な構成・作用を示す部材は図4においても同一の符号を付して詳細な説明は省略する。路面排水の浄化及び緑化装置101は、地下導水路2の頂版3より立設する壁体4及び排水溝21を利用して溝形部5を形成する。図4においては溝形部5を2箇所形成している。 Next, another embodiment will be described with reference to FIG. FIG. 4 is a cross-sectional view of a road surface drainage purification and greening device according to another embodiment. Members having the same configuration and operation as the members in FIG. 1 are denoted by the same reference numerals in FIG. 4 and detailed description is omitted. The apparatus 101 for purifying and greening road surface drainage forms the channel portion 5 using the wall 4 and the drainage groove 21 erected from the top plate 3 of the underground waterway 2. In FIG. 4, two groove portions 5 are formed.

 溝形部5で植栽を行なわない部分には、排水の通水性に優れた防腐チップ22による地盤を築造して、その表面をウッドチップ10で舗装し、木質系の足に柔らかい歩道とする。このように、歩道下面を浄化装置とし、植栽帯をこれに並行に設けることもできる。図4では地下導水路2上に路面排水の浄化及び緑化装置101を設けているが、下面に構造物が無い一般の歩道や中央分離帯等にも適用できる。 In the portion where the planting is not performed in the channel portion 5, a ground is formed by the antiseptic tip 22 having excellent water permeability of the drainage, and the surface thereof is paved with the wood chip 10, so that a soft footpath is provided for the wooden feet. . In this manner, the lower surface of the sidewalk can be used as a purification device, and the planting zone can be provided in parallel with the purification device. In FIG. 4, the apparatus for purifying and draining road surface drainage 101 is provided on the underground waterway 2. However, the present invention can also be applied to a general sidewalk or a median strip having no structure on the lower surface.

 この路面排水の浄化及び緑化装置は、自動車道路等の路面排水の浄化及び浄化された水を利用して地域の緑化を図るのみならず、舗装された都市街区の地域に降る雨水を浄化し、又その地域を緑化する場合にも適用できる。 This road drainage purification and greening device not only purifies the local greenery by using the purified road surface drainage and purified water such as automobile roads, but also purifies rainwater falling on the area of paved urban blocks. It can also be applied to greening the area.

路面排水の浄化及び緑化装置の断面図である。It is sectional drawing of the purification and greening apparatus of road surface drainage. 有孔蓋体を有する貯水器の断面図である。It is sectional drawing of the water reservoir which has a perforated lid. 間隙保持材を収納する貯水器の断面図である。It is sectional drawing of the water reservoir which accommodates a gap holding material. 別の実施形態の路面排水の浄化及び緑化装置の断面図である。It is sectional drawing of the purification and greening apparatus of the road surface drainage of another embodiment.

符号の説明Explanation of reference numerals

 1 路面排水の浄化及び緑化装置
 2 地下導水路
 3 頂版
 4 壁体
 5 溝形部
 6 貯水器
 7 貯水器
 8 木炭層
 9 土壌層
 11 舗装路面
 13 管体
 14 孔
 15 緑化用植物
DESCRIPTION OF SYMBOLS 1 Purification and greening apparatus of road surface drainage 2 Underground waterway 3 Top plate 4 Wall 5 Groove 6 Water reservoir 7 Water reservoir 8 Charcoal layer 9 Soil layer 11 Paved road surface 13 Tube 14 Hole 15 Plant for greening

Claims (4)

 舗装路面の側部にあって下方に連続した微細な孔路からなる多孔質構造の材料を配置する溝形部と、この溝形部に舗装路面や側溝の排水を導入する排水引込部と、前記多孔質構造の材料の上面に載置する土壌層と、前記多孔質構造の材料で浄化された水を流下する浄化水の流出部を備えることを特徴とする路面排水の浄化装置。 A grooved portion on the side of the pavement road surface where a porous structure material consisting of fine pores continuous downward is arranged, and a drainage inlet for introducing drainage of the pavement road surface and the gutter into the grooved portion, An apparatus for purifying road surface drainage, comprising: a soil layer placed on an upper surface of the porous structure material; and an outflow portion of purified water flowing down water purified by the porous structure material.  前記浄化水の流出部は、前記溝形部の下面にある地下導水路であって、この地下導水路の頂版には浄化水の流下孔を穿設することを特徴とする請求項1記載の路面排水の浄化装置。 The outflow part of the said purified water is an underground waterway in the lower surface of the said channel-shaped part, The downflow hole of the purified water is drilled in the top plate of this underground waterway. Road drainage purification equipment.  舗装路面の側部にあって底面に貯水器を並列し、この貯水器の水面から離隔する位置に連続した微細な孔路からなる多孔質構造の材料を配置する溝形部と、この溝形部に舗装路面や側溝の排水を導入する排水引込部と、前記多孔質構造の材料の上面に載置して緑化用植物を植栽する土壌層と、前記多孔質構造の材料で浄化された後前記貯水器から溢流する浄化水の流出部を備えることを特徴とする浄化された路面排水を利用する緑化装置。 A groove on which a water reservoir is arranged on the side surface of a pavement road surface and arranged in parallel with a bottom surface, and a material having a porous structure consisting of continuous fine pores is arranged at a position separated from the water surface of the water reservoir; A drainage inlet for introducing drainage from a pavement road surface or a gutter, a soil layer placed on an upper surface of the porous structure material and planting a greening plant, and purified by the porous structure material. A revegetation device using purified road surface drainage, further comprising an outflow portion of purified water overflowing from the water reservoir.  前記浄化水の流出部は、前記溝形部の下面にある地下導水路であって、この地下導水路の頂版には、前記浄化水の流下と地下導水路より蒸発する水分を前記多孔質構造の材料に供給せしめる孔を穿設することを特徴とする請求項3記載の浄化された路面排水を利用する緑化装置。 The outflow portion of the purified water is an underground headrace on the lower surface of the channel, and the top plate of the underground headway is provided with a porous plate for flowing down the purified water and evaporating moisture evaporating from the underground waterway. 4. The greening apparatus using purified road surface drainage according to claim 3, wherein a hole for supplying the material of the structure is formed.
JP2003432254A 2003-06-13 2003-12-26 Purification device for surface drainage, and greening device using purified drainage Pending JP2004092390A (en)

Priority Applications (15)

Application Number Priority Date Filing Date Title
JP2003432254A JP2004092390A (en) 2003-12-26 2003-12-26 Purification device for surface drainage, and greening device using purified drainage
CN2010101394271A CN101849483B (en) 2003-06-13 2004-06-11 Greening system
JP2005506929A JP4418429B2 (en) 2003-06-13 2004-06-11 Tree planting equipment
PCT/JP2004/008189 WO2004110131A1 (en) 2003-06-13 2004-06-11 Greening apparatus
EP04745783.3A EP1642493B1 (en) 2003-06-13 2004-06-11 Greening apparatus
CN2010101393832A CN101816268B (en) 2003-06-13 2004-06-11 Greening apparatus
CN2004800099219A CN1774168B (en) 2003-06-13 2004-06-11 Greening system
AU2004246926A AU2004246926B2 (en) 2003-06-13 2004-06-11 Greening system
CA002529073A CA2529073C (en) 2003-06-13 2004-06-11 Greening apparatus
US11/242,725 US8209905B2 (en) 2003-06-13 2005-10-03 Greening system
HK06109103.9A HK1088788A1 (en) 2003-06-13 2006-08-16 Greening apparatus
JP2008194096A JP5248945B2 (en) 2003-06-13 2008-07-28 Tree planting equipment
JP2008194093A JP5248944B2 (en) 2003-06-13 2008-07-28 Greening device that uses purified road surface drainage
HK11101705.1A HK1147643A1 (en) 2003-06-13 2011-02-22 Greening apparatus
US13/426,327 US8701345B2 (en) 2003-06-13 2012-03-21 Greening system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003432254A JP2004092390A (en) 2003-12-26 2003-12-26 Purification device for surface drainage, and greening device using purified drainage

Publications (1)

Publication Number Publication Date
JP2004092390A true JP2004092390A (en) 2004-03-25

Family

ID=32064842

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2003432254A Pending JP2004092390A (en) 2003-06-13 2003-12-26 Purification device for surface drainage, and greening device using purified drainage

Country Status (1)

Country Link
JP (1) JP2004092390A (en)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1642493A1 (en) * 2003-06-13 2006-04-05 Kawada Construction Co., Ltd. Greening apparatus
KR100598770B1 (en) * 2005-10-24 2006-07-12 (주)화신엔지니어링 Block installed at road
KR100733281B1 (en) 2006-11-14 2007-06-28 동남이엔씨(주) Overflow structure for pro-environment of road
KR100910661B1 (en) * 2008-07-29 2009-08-05 신강하이텍(주) Eco-tree box filiter system for treating road runoff pollutants
KR100920060B1 (en) 2008-12-03 2009-10-07 신강하이텍(주) Decreasing facilitiy of road non point source of a boundary stone with one body
KR101309133B1 (en) * 2011-07-04 2013-09-16 주식회사 수성엔지니어링 Undergrounding reservoir and the construction method thereof
KR101411476B1 (en) * 2013-12-04 2014-06-24 선진기업(주) Environment for improving water quality channel
CN104179240A (en) * 2014-07-21 2014-12-03 上海彪能建筑科技有限公司 Rainwater infiltration well
CN108755343A (en) * 2018-08-07 2018-11-06 江西师范大学 A kind of pavement with compound drainage function
CN110205899A (en) * 2019-06-26 2019-09-06 贵州省交通规划勘察设计研究院股份有限公司 A kind of method and device of expressway surface median strip draining
CN111456336A (en) * 2020-04-08 2020-07-28 无锡锡晟建设有限公司 Green roof device for sponge city construction
CN114319243A (en) * 2021-12-28 2022-04-12 上海市环境科学研究院 Three-dimensional drainage ditch of function pluralism

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8701345B2 (en) 2003-06-13 2014-04-22 Kawada Construction Co., Ltd. Greening system
US8209905B2 (en) 2003-06-13 2012-07-03 Kawada Construction Co., Ltd. Greening system
US20120227321A1 (en) * 2003-06-13 2012-09-13 Kawada Construction Co., Ltd. Greening system
EP1642493A4 (en) * 2003-06-13 2013-03-06 Kawada Construction Co Ltd Greening apparatus
EP1642493A1 (en) * 2003-06-13 2006-04-05 Kawada Construction Co., Ltd. Greening apparatus
KR100598770B1 (en) * 2005-10-24 2006-07-12 (주)화신엔지니어링 Block installed at road
KR100733281B1 (en) 2006-11-14 2007-06-28 동남이엔씨(주) Overflow structure for pro-environment of road
KR100910661B1 (en) * 2008-07-29 2009-08-05 신강하이텍(주) Eco-tree box filiter system for treating road runoff pollutants
KR100920060B1 (en) 2008-12-03 2009-10-07 신강하이텍(주) Decreasing facilitiy of road non point source of a boundary stone with one body
KR101309133B1 (en) * 2011-07-04 2013-09-16 주식회사 수성엔지니어링 Undergrounding reservoir and the construction method thereof
KR101411476B1 (en) * 2013-12-04 2014-06-24 선진기업(주) Environment for improving water quality channel
CN104179240A (en) * 2014-07-21 2014-12-03 上海彪能建筑科技有限公司 Rainwater infiltration well
CN108755343A (en) * 2018-08-07 2018-11-06 江西师范大学 A kind of pavement with compound drainage function
CN110205899A (en) * 2019-06-26 2019-09-06 贵州省交通规划勘察设计研究院股份有限公司 A kind of method and device of expressway surface median strip draining
CN111456336A (en) * 2020-04-08 2020-07-28 无锡锡晟建设有限公司 Green roof device for sponge city construction
CN111456336B (en) * 2020-04-08 2021-05-04 无锡锡晟建设有限公司 Green roof device for sponge city construction
CN114319243A (en) * 2021-12-28 2022-04-12 上海市环境科学研究院 Three-dimensional drainage ditch of function pluralism

Similar Documents

Publication Publication Date Title
JP5248944B2 (en) Greening device that uses purified road surface drainage
KR101294715B1 (en) Nonpoint Source Contaminant Treatment Apparatus of Road
KR101724155B1 (en) Facility for purification and supply of rain water for tree
KR101489248B1 (en) Low Impact Development Type Planting Structure for Street Trees Equipped with Purification Filter
CN107059545B (en) A kind of sponge pavement
KR101205223B1 (en) System for treating infiltration water
CN110468947A (en) Ecology tree pond
CN111919621A (en) Shade tree pool structure based on cold region habitat restoration and manufacturing method
CN102296567A (en) Soft isolation zone method for slope protection at bank zone and surface source pollution control
KR20150110193A (en) Landscaping planting a portion of rainwater storage tank impingement
JP2004092390A (en) Purification device for surface drainage, and greening device using purified drainage
KR101868230B1 (en) Structure for cultivating plants of change type for low-impact development
KR20200032438A (en) Bench to filter, store and drain rainwater
CN1774168B (en) Greening system
CN208105448U (en) A kind of tree case controlling rainfall runoff
CN107354842A (en) A kind of park ecological permeable and the road for conserving vegetation
JP2004089209A (en) Vegetation system
KR101511768B1 (en) Early rain management system and method in green floating type
CN107587577A (en) Band is detained in a kind of sunk type biological cleaning
CN211200669U (en) Ecological tree pool
CN113622246A (en) Ecological environment-friendly comprehensive road system
JPH08311938A (en) Recharge type storage facility
JP2004089210A (en) Plant cultivation unit
CN211922124U (en) Sponge urban rainwater circulation system
KR101480037B1 (en) Low Impact Development Type Planting Structure for Street Trees Equipped with Multi-purposes Filter Applicable to Weather Change