JP2004293098A - Water absorptive water retentive pavement structure - Google Patents

Water absorptive water retentive pavement structure Download PDF

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Publication number
JP2004293098A
JP2004293098A JP2003085422A JP2003085422A JP2004293098A JP 2004293098 A JP2004293098 A JP 2004293098A JP 2003085422 A JP2003085422 A JP 2003085422A JP 2003085422 A JP2003085422 A JP 2003085422A JP 2004293098 A JP2004293098 A JP 2004293098A
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JP
Japan
Prior art keywords
water
rainwater
pavement layer
retentive pavement
retentive
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Pending
Application number
JP2003085422A
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Japanese (ja)
Inventor
Wataru Yugawa
亘 湯川
Shigeyuki Tate
成行 楯
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Nippon Road Co Ltd
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Nippon Road Co Ltd
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Filing date
Publication date
Application filed by Nippon Road Co Ltd filed Critical Nippon Road Co Ltd
Priority to JP2003085422A priority Critical patent/JP2004293098A/en
Publication of JP2004293098A publication Critical patent/JP2004293098A/en
Pending legal-status Critical Current

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Abstract

<P>PROBLEM TO BE SOLVED: To lower the road surface temperature of the ground surface by rainwater. <P>SOLUTION: The rainwater stored in a rainwater storage facility 15 is supplied in a water retentive pavement layer 11 by a water supply means 17 to lower the road surface temperature of the ground surface. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
この発明は、路面温度を下げることができる吸水型保水性舗装構造に関する。
【0002】
【従来の技術】
近年、ヒートアイランド現象の緩和に少しでも寄与できるように、例えば、保水性を備えた舗装路面とすることで、雨が降った時にその雨水を保水し、その保水された雨水が蒸発する時の気化熱によって路面温度を下げる手段が知られており、一部路面において既に施工されている。
【0003】
【発明が解決しようとする課題】
保水性を備えた舗装路面は、雨水を溜める保水能力に限界があるため、真夏時にあっては2、3日雨が降らなければすぐに蒸発し保水状態はゼロとなる。このために、舗装路面に路面温度を下げる機能を常に持たせるようにするには、散水車によって水を定期的に供給しなくてはならず、その維持・管理が大変面倒となっていたものである。しかも、散水労力や散水費等の面でも望ましくなかった。
【0004】
そこで、この発明は、ランニングコストがかからず、しかも、散水等の手段により水の供給を行わなくても保水状態の路面が得られるようにした吸水型保水性舗装構造を提供することを目的としている。
【0005】
【課題を解決するための手段】
前記目的を達成するために、この発明の請求項1にあっては、飽和状態まで雨水を保水する表面の保水性舗装層と、その保水性舗装層に沿って設けられ所定の間隔で集水桝が設けられた側溝と、
その側溝に沿って地下に連続して埋設された雨水を溜める雨水貯留施設とを有し、前記保水性舗装層は、前記雨水貯留施設内の雨水を吸い上げその雨水を前記保水性舗装層内へ供給する水供給手段を備えていることを特徴とする。
【0006】
これにより、雨が降った時の雨水は雨水貯留施設内に溜まるようになる。この時の貯水量は、降雨量の平均値と日中の蒸発量を計算することで必要量が割出せるようになるから、その必要量を満たす雨水貯留施設とすることで対応が図れる。
【0007】
一方、雨水貯留施設内の雨水は水供給手段によって保水性舗装層内へ供給され保水状態が確保されるようになる。この場合、雨水を使用するためランニングコストはかからず、しかも、散水労力、散水費が不用となる。
【0008】
また、この発明の請求項2にあっては、水供給手段を、不織布等の水供給シートとすることを特徴とする。
【0009】
これにより、雨水は毛細管の原理によって吸上げられ保水性舗装層内に供給されるため、ランニングコストがかかることなく雨水の供給が可能となる。
【0010】
【発明の実施の形態】
以下、図1乃至図3の図面を参照しながらこの発明の実施の形態について具体的に説明する。
【0011】
図1は、この発明にかかる吸水型保水性舗装構造の一部分を示した断面図であって、側溝1を挟んで図面右側が車道3、図面左側が歩道5となっている。
【0012】
吸水型保水性舗装構造は、歩道5側あるいは車道3側いずれでもよいが、ここでは車道3側に実施した実施形態となっている。
【0013】
車道3は、図面下から路床7、路盤9、表面の保水性舗装層11とから成っている。保水性舗装層11と路盤9との間は、水が通り抜け出来ない遮断層13となっていて、保水性舗装層11を含め前記側溝1へ向け下降傾斜する形状となっている。
【0014】
なお、路盤9と路床7は一般的な舗装構造のため、ここでは詳細な説明を省略する。
【0015】
吸水型保水性舗装構造は、前記表面の保水性舗装層11と雨水を貯留する雨水貯留施設15と雨水貯留施設15に溜まった雨水を前記表面の保水性舗装層11内へ供給する水供給手段17とから成っている。
【0016】
表面の保水性舗装層11は、図3に示すようにアスファルト舗装の粗骨材19と粗骨材19の間に形成される空隙内に保水材21が充填された形状となっている。
【0017】
保水材21としては、水を吸った時に体積変化、膨張しないことと、十分な吸上げ能力、水頭差を備えていることが条件となっている。
【0018】
保水材21の材質としては無数の隙間を備えた炭酸カルシウム系が好ましい。
【0019】
保水材21は、その外に、例えば、セメントや珪砂と一緒に水で溶いだセメントミルク状として使用するもので、施工時は、アスファルト舗装が硬まった後に、上方からセメントミルク状とした保水材21を流し込むことで保水性舗装層11が得られるようになっている。
【0020】
遮断層13は、砂とプライムコートから成り、保水性舗装層11に降った雨水が前記路盤9へ透過するのを阻止する機能を備えている。
【0021】
雨水貯留施設15は、耐久性、耐薬品性に優れたポリプロピレンの材質によりハニカム形状に作られ、鉛直方向、水平方向に強い圧縮強度を備えた直方形状のハニカム構造体23と、そのハニカム構造体23の外周を取囲んだ防水シート25とから成っている。雨水貯留施設15は、所定の長さに形成されたハニカム構造体23を長手方向に沿って順次接続していき、その外周を防水シート25が取囲むことで前記側溝1に沿って連続して配設されるようになる。
【0022】
この場合、ハニカム構造体23とハニカム構造体23とを接続する時に、その間に堰板27を設けることで、内部に所定の間隔で堰を作ることが望ましい。これにより、傾斜勾配等の条件に影響されることなく一定の領域にわたって分割して雨水を貯めることが可能となる。雨水貯留施設15の断面積、即ち、貯水量は、各季節の平均降雨日数の降雨量と一日の路面からの蒸発量を算出して決定されると共に、雨水は集水桝29を介して送り込まれるようになっている。
【0023】
集水桝29は、側溝1に対して所定の間隔で配置され、集水桝29の上面は、側溝1に沿って流れる雨水を内部へ取入れるための雨水飲み口31となっている。集水桝29の車道3側となる側面は前記雨水貯留施設15と連結管33を介して接続連通している。
【0024】
雨水貯留施設15内の雨水は、水供給手段17によって前記保水性舗装層11内へ供給されるようになっている。
【0025】
水供給手段17は、動作時にランニングコストが一切かからないことが条件の手段となっており、ここでは不織布でできた水供給シート35が用いられている。
【0026】
水供給シート35は、不織布によって毛細管現象により水を吸い上げる機能を備えると共に、前記集水桝29の連結管33側でハニカム構造体23と防水シート25の間に配置されている。水供給シート35の上端部は、防水シート25から上方へ延長された後、短く折り返えされ前記保水性舗装層11と接する開粒舗装層37内に臨む構造となっている。
【0027】
開粒舗装層37は、前記側溝1と保水性舗装層11との間に所定の幅で設けられていて、雨水が通過する空隙の多い舗装層となっている。
【0028】
なお、前記した水供給手段17としては、図4に示すようにランニングコストのかからない太陽電池で動くポンプ39により吸い上げた雨水をノズル41によって保水性舗装層11内へ供給する手段とすることも可能である。
【0029】
このように構成された吸水型保水性舗装構造によれば、雨が降ると、その雨水は保水性舗装層11によって飽和状態になるまで吸水された後、側溝1、集水桝29を介して雨水貯留施設15内に貯留されるようになる。この結果、雨水が必要以上に下水へ流れる過剰放流の抑制に寄与する。
【0030】
保水性舗装層11内に保水された雨水は直射日光、あるいは、外気温の影響で蒸発する。この時、蒸発時の気化熱によって路面温度が低下するようになる。実験の結果では晴天で気温30℃の条件下において約14℃以上の路面温度低減効果が得られた。
【0031】
一方、保水性舗装層11内に保水された雨水は蒸発することでなくなっていくが、この時、雨水貯留施設15内の雨水は、水供給シート35によって吸い上げられ保水性舗装層11内へ供給されるようになる。この結果、保水性舗装層11は保水された雨水が干上がることはなく保水状態が確保される。この場合、雨水を使用することと、水供給シート35を用いることでランニングコストは一切かかることはなく、しかも、維持・管理も定期的に行えばよい等のメリットが得られる。
【0032】
【発明の効果】
以上、説明したようにこの発明の請求項1によれば、保水性舗装層内に貯めた雨水を供給することができるようになるため、ランニングコストがかからずに路面温度を下げることができると共に維持・管理費の面で大変好ましいものとなる。
【0033】
また、この発明の請求項2によれば、水供給シートを用いるため、ランニングコストが一切不用となるメリットが得られる。
【図面の簡単な説明】
【図1】この発明にかかる吸水型保水性舗装構造の一部分を示した概要断面図。
【図2】図1の概要平面図。
【図3】保水性舗装層の一部分の拡大説明図。
【図4】水供給シートにかえて太陽電池で動くポンプによって保水性舗装層内に雨水を供給する水供給手段を示した図1と同様の概要断面図。
【符号の説明】
1 側溝
3 車道
7 路床
9 路盤
11 保水性舗装層
13 遮断層
15 雨水貯留施設
17 水供給手段
29 集水桝
35 水供給シート
37 開粒舗装層
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a water-absorbent water-retentive pavement structure capable of lowering a road surface temperature.
[0002]
[Prior art]
In recent years, in order to contribute to the mitigation of the heat island phenomenon as much as possible, for example, by making a pavement surface with water retention, it retains rainwater when it rains, and vaporizes when the retained rainwater evaporates Means for lowering the road surface temperature by heat are known, and some of them are already installed on the road surface.
[0003]
[Problems to be solved by the invention]
Since the pavement surface having water retention has a limited water retention capacity for storing rainwater, if it does not rain for a few days in midsummer, it evaporates immediately and the water retention state becomes zero. For this reason, to always provide the function of lowering the temperature of the pavement to the pavement surface, water had to be supplied regularly by watering trucks, and the maintenance and management of the water was very troublesome. It is. Moreover, it was not desirable in terms of watering labor and watering cost.
[0004]
Therefore, an object of the present invention is to provide a water-absorbent water-retentive pavement structure that does not require running costs and can obtain a road surface in a water-retained state without supplying water by means such as watering. And
[0005]
[Means for Solving the Problems]
In order to achieve the above object, according to claim 1 of the present invention, a water-retentive pavement layer having a surface for retaining rainwater to a saturated state, and a water-collecting pavement provided along the water-retention pavement layer at a predetermined interval. A gutter provided with a trough,
A rainwater storage facility for storing rainwater continuously buried underground along the gutter, wherein the water-retentive pavement layer absorbs rainwater in the rainwater storage facility and transfers the rainwater into the water-retentive pavement layer. It is characterized by comprising water supply means for supplying.
[0006]
As a result, the rainwater when it rains accumulates in the rainwater storage facility. The amount of water stored at this time can be determined by calculating the average value of the amount of rainfall and the amount of evaporation during the day. Therefore, it is possible to cope with the rainwater storage facility that satisfies the required amount.
[0007]
On the other hand, the rainwater in the rainwater storage facility is supplied into the water-retentive pavement layer by the water supply means, so that the water retention state is ensured. In this case, since running water is used, no running cost is required, and labor and watering cost are not required.
[0008]
According to a second aspect of the present invention, the water supply means is a water supply sheet such as a nonwoven fabric.
[0009]
Accordingly, rainwater is sucked up by the principle of the capillary tube and supplied to the water-retentive pavement layer, so that rainwater can be supplied without increasing running costs.
[0010]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, an embodiment of the present invention will be specifically described with reference to the drawings of FIGS.
[0011]
FIG. 1 is a cross-sectional view showing a part of a water-absorbent water-retentive pavement structure according to the present invention, in which a road 3 is on the right side of a side groove 1 and a sidewalk 5 is on the left side of the drawing.
[0012]
The water-absorbent water-retentive pavement structure may be on the side of the sidewalk 5 or on the side of the road 3, but here the embodiment is implemented on the side of the road 3.
[0013]
The road 3 is composed of a subgrade 7, a subgrade 9, and a water-retentive pavement layer 11 on the surface from below the drawing. Between the water-retentive pavement layer 11 and the roadbed 9, there is a barrier layer 13 through which water cannot pass, and the shape including the water-retentivity pavement layer 11 is inclined downward toward the side groove 1.
[0014]
Since the roadbed 9 and the roadbed 7 are a general pavement structure, detailed description is omitted here.
[0015]
The water-absorbent water-retentive pavement structure includes a water-retentive pavement layer 11 on the surface, a rainwater storage facility 15 for storing rainwater, and water supply means for supplying rainwater accumulated in the rainwater storage facility 15 into the water-retention pavement layer 11 on the surface. 17
[0016]
As shown in FIG. 3, the water-retentive pavement layer 11 on the surface has a shape in which a water-retentive material 21 is filled in a void formed between coarse aggregates 19 of asphalt pavement.
[0017]
The water retaining material 21 is required to have a volume that does not change or expand when water is absorbed, and to have a sufficient suction capacity and a head difference.
[0018]
As a material of the water retaining material 21, a calcium carbonate-based material having an infinite number of gaps is preferable.
[0019]
The water retention material 21 is used, for example, in the form of a cement milk melted with water together with cement or silica sand. At the time of construction, after the asphalt pavement is hardened, the water retention material 21 is turned into a cement milk state from above. The water-retentive pavement layer 11 can be obtained by pouring the material 21.
[0020]
The barrier layer 13 is made of sand and prime coat, and has a function of preventing rainwater that has fallen on the water-retentive pavement layer 11 from passing through to the roadbed 9.
[0021]
The rainwater storage facility 15 is made of a highly durable and chemical-resistant polypropylene material into a honeycomb shape, and has a rectangular honeycomb structure 23 having a strong compressive strength in the vertical and horizontal directions, and the honeycomb structure. 23 and a waterproof sheet 25 surrounding the outer periphery of the waterproof sheet 23. The rainwater storage facility 15 sequentially connects the honeycomb structures 23 formed in a predetermined length along the longitudinal direction, and continuously surrounds the outer periphery of the honeycomb structure 23 along the side groove 1 by surrounding the outer periphery with a waterproof sheet 25. Will be arranged.
[0022]
In this case, when connecting the honeycomb structures 23 to each other, it is desirable to form a weir at a predetermined interval inside by providing a weir plate 27 therebetween. Thereby, it becomes possible to store rainwater by dividing over a certain area without being affected by conditions such as a gradient. The cross-sectional area of the rainwater storage facility 15, that is, the amount of stored water, is determined by calculating the amount of rainfall of the average number of rainy days in each season and the amount of evaporation from the road surface in one day. It is to be sent.
[0023]
The water collecting basin 29 is arranged at a predetermined interval with respect to the side ditch 1, and the upper surface of the water collecting basin 29 is a rain water drinking port 31 for taking in rain water flowing along the side ditch 1. The side surface of the catchment basin 29 on the side of the road 3 is connected to the rainwater storage facility 15 via a connecting pipe 33.
[0024]
The rainwater in the rainwater storage facility 15 is supplied to the water-retentive pavement layer 11 by a water supply means 17.
[0025]
The water supply means 17 is a means that requires no running cost at the time of operation, and a water supply sheet 35 made of a nonwoven fabric is used here.
[0026]
The water supply sheet 35 has a function of sucking up water by capillary action with a nonwoven fabric, and is disposed between the honeycomb structure 23 and the waterproof sheet 25 on the connection pipe 33 side of the water collecting basin 29. The upper end portion of the water supply sheet 35 is configured to extend upward from the waterproof sheet 25 and then be folded shortly to face the open pavement layer 37 in contact with the water-retentive pavement layer 11.
[0027]
The open-grain pavement layer 37 is provided with a predetermined width between the side gutter 1 and the water-retentive pavement layer 11, and is a pavement layer having many voids through which rainwater passes.
[0028]
The water supply means 17 may be a means for supplying rainwater sucked up by a pump 39 driven by a solar cell with no running cost into the water-retentive pavement layer 11 by a nozzle 41 as shown in FIG. It is.
[0029]
According to the water-absorbent water-retentive pavement structure configured as described above, when it rains, the rainwater is absorbed by the water-retentive pavement layer 11 until it is saturated, and then through the gutter 1 and the water collecting basin 29. It is stored in the rainwater storage facility 15. As a result, it contributes to suppression of excessive discharge of rainwater flowing to the sewage more than necessary.
[0030]
The rainwater retained in the water-retentive pavement layer 11 evaporates under the direct sunlight or the influence of the outside temperature. At this time, the road surface temperature decreases due to the heat of vaporization at the time of evaporation. As a result of the experiment, a road surface temperature reduction effect of about 14 ° C. or more was obtained under conditions of clear weather and a temperature of 30 ° C.
[0031]
On the other hand, the rainwater retained in the water-retentive pavement layer 11 disappears due to evaporation. At this time, the rainwater in the rainwater storage facility 15 is sucked up by the water supply sheet 35 and supplied to the water-retention pavement layer 11. Will be done. As a result, the water-retentive pavement layer 11 does not dry out the retained rainwater, and the water-retention state is ensured. In this case, the use of rainwater and the use of the water supply sheet 35 do not require any running cost, and have advantages such as maintenance and management being performed periodically.
[0032]
【The invention's effect】
As described above, according to the first aspect of the present invention, since it becomes possible to supply rainwater stored in the water-retentive pavement layer, it is possible to reduce the road surface temperature without running costs. This is very favorable in terms of maintenance and management costs.
[0033]
Further, according to the second aspect of the present invention, since the water supply sheet is used, there is an advantage that running cost is completely unnecessary.
[Brief description of the drawings]
FIG. 1 is a schematic sectional view showing a part of a water-absorbent water-retentive pavement structure according to the present invention.
FIG. 2 is a schematic plan view of FIG.
FIG. 3 is an enlarged explanatory view of a part of the water-retentive pavement layer.
FIG. 4 is a schematic cross-sectional view similar to FIG. 1 showing a water supply means for supplying rainwater into a water-retentive pavement layer by a pump driven by a solar cell instead of a water supply sheet.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Gutter 3 Roadway 7 Subgrade 9 Subgrade 11 Water-retentive pavement layer 13 Blocking layer 15 Rainwater storage facility 17 Water supply means 29 Water collecting basin 35 Water supply sheet 37 Opening pavement layer

Claims (2)

飽和状態まで雨水を保水する表面の保水性舗装層と、その保水性舗装層に沿って設けられ所定の間隔で集水桝が設けられた側溝と、
その側溝に沿って地下に連続して埋設された雨水を溜める雨水貯留施設とを有し、前記保水性舗装層は、前記雨水貯留施設内の雨水を吸い上げその雨水を前記保水性舗装層内へ供給する水供給手段を備えていることを特徴とする吸水型保水性舗装構造。
A water-retentive pavement layer on the surface that retains rainwater until saturation, and a gutter provided along the water-retentivity pavement layer and provided with water collecting basins at predetermined intervals,
A rainwater storage facility for storing rainwater continuously buried underground along the gutter, wherein the water-retentive pavement layer absorbs rainwater in the rainwater storage facility and transfers the rainwater into the water-retentive pavement layer. A water-absorbent water-retentive pavement structure comprising a water supply means for supplying water.
水供給手段は、不織布等の水供給シートであることを特徴とする請求項1記載の吸水型保水性舗装構造。The water-absorbent water-retentive pavement structure according to claim 1, wherein the water supply means is a water supply sheet such as a nonwoven fabric.
JP2003085422A 2003-03-26 2003-03-26 Water absorptive water retentive pavement structure Pending JP2004293098A (en)

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006161343A (en) * 2004-12-06 2006-06-22 Taisei Corp Water-retentive pavement system
JP2006342585A (en) * 2005-06-09 2006-12-21 Saitama Univ Lower structure of water retentive pavement
JP2008031679A (en) * 2006-07-27 2008-02-14 Yahagi Doro Kk Asphalt pavement body having road surface temperature rise restraining function, asphalt pavement road surface structure and forming method of asphalt pavement body
JP2008264726A (en) * 2007-04-24 2008-11-06 Es Waternet:Kk Sprinkling nozzle and sprinkling system using it
KR101600320B1 (en) * 2015-06-17 2016-03-07 주식회사 부강 Sidewalk structure with draining and city water functions
KR101610181B1 (en) * 2015-08-28 2016-04-15 주식회사 부강 Sidewalk structure with draining and city water functions
CN107178135A (en) * 2017-05-17 2017-09-19 西安建筑科技大学 A kind of structure of Ren Hanglv roads hardening supply rainwater infiltration

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006161343A (en) * 2004-12-06 2006-06-22 Taisei Corp Water-retentive pavement system
JP4589707B2 (en) * 2004-12-06 2010-12-01 大成建設株式会社 Water retention pavement system
JP2006342585A (en) * 2005-06-09 2006-12-21 Saitama Univ Lower structure of water retentive pavement
JP4599233B2 (en) * 2005-06-09 2010-12-15 国立大学法人埼玉大学 Substructure of water retention pavement
JP2008031679A (en) * 2006-07-27 2008-02-14 Yahagi Doro Kk Asphalt pavement body having road surface temperature rise restraining function, asphalt pavement road surface structure and forming method of asphalt pavement body
JP2008264726A (en) * 2007-04-24 2008-11-06 Es Waternet:Kk Sprinkling nozzle and sprinkling system using it
JP4624375B2 (en) * 2007-04-24 2011-02-02 株式会社イーエス・ウォーターネット Watering nozzle and watering system using the watering nozzle
KR101600320B1 (en) * 2015-06-17 2016-03-07 주식회사 부강 Sidewalk structure with draining and city water functions
KR101610181B1 (en) * 2015-08-28 2016-04-15 주식회사 부강 Sidewalk structure with draining and city water functions
WO2017039104A1 (en) * 2015-08-28 2017-03-09 주식회사 부강 Pavement structure having water drainage and storage functions
CN107178135A (en) * 2017-05-17 2017-09-19 西安建筑科技大学 A kind of structure of Ren Hanglv roads hardening supply rainwater infiltration
CN107178135B (en) * 2017-05-17 2019-08-06 西安建筑科技大学 A kind of structure of the road Ren Hanglv hardening supply rainwater infiltration

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