JPH11269808A - Wettable paving system - Google Patents

Wettable paving system

Info

Publication number
JPH11269808A
JPH11269808A JP10072451A JP7245198A JPH11269808A JP H11269808 A JPH11269808 A JP H11269808A JP 10072451 A JP10072451 A JP 10072451A JP 7245198 A JP7245198 A JP 7245198A JP H11269808 A JPH11269808 A JP H11269808A
Authority
JP
Japan
Prior art keywords
water
road surface
pavement
gutter
side ditch
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
Application number
JP10072451A
Other languages
Japanese (ja)
Other versions
JP3978854B2 (en
Inventor
Hiroyuki Akagawa
宏幸 赤川
Hidetaka Komiya
英孝 小宮
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP07245198A priority Critical patent/JP3978854B2/en
Publication of JPH11269808A publication Critical patent/JPH11269808A/en
Application granted granted Critical
Publication of JP3978854B2 publication Critical patent/JP3978854B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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

  • Road Paving Structures (AREA)
  • Sewage (AREA)

Abstract

PROBLEM TO BE SOLVED: To utilize rainwater stored in a side ditch while supplying water in a dry season, and to stop water absorption to the road surface side by simple works in a cold season, etc. SOLUTION: The wettable paving system has a permeable paving material forming a paved surface and having a water absorption function, a side ditch 6 which is arranged at the edge section of the paving material and through which rainwater is passed, and a water-conveyance member 3a connecting a part of water in the side ditch 6 to the paving material in a manner that water can be flowed by a capillary phenomenon, and a conduit 12 supplying water at the time of a dry season is joined into the side ditch 6 while a return pipe 18 bypassing water to the outside of the side ditch at the time of swelling and an overflow pipe are conjoined. Either of the wetting or drying of a road surface can be selected by lifting or lowering or detaching in the water- conveyance member 3a dipped in water in the side ditch 6.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、透水性舗装にお
いて、舗装表面を湿潤状態にして、その乾燥を防止する
とともに、地表温度の上昇を抑制する機能を有する湿潤
性舗装システムに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wet permeable pavement system having a function of making a pavement surface wet in a permeable pavement, preventing the pavement surface from drying, and suppressing a rise in surface temperature.

【0002】[0002]

【従来の技術】近年、不透水性舗装による弊害に鑑み、
雨水の浸透と空気の疎通を促進して、街路樹の育成を図
りつつ、下水道の負担を軽減するとともに都市河川の氾
濫防止、地下水の涵養等を目的として透水性舗装が行わ
れている。
2. Description of the Related Art In recent years, in view of the adverse effects of impermeable pavement,
Water-permeable pavements are being promoted to promote the penetration of rainwater and the communication of air to foster street trees, reduce the burden on sewers, prevent flooding of urban rivers, and recharge groundwater.

【0003】しかし、この透水性舗装では、透水性アス
ファルトや透水性舗装ブロックに代表される舗装材料の
保水性が極めて小さいために、吸収した雨水が短時間の
日射ですぐに乾燥状態になり、地表面の温度が上昇す
る。つまり、降雨後、雨水は地中に浸透するが、舗装表
面近傍に水分が保持されないため、舗装表面が急速に乾
燥しやすく、また、土壌や植生の持つような蒸発散の機
能がないため、乾燥後は非透水性の舗装と熱的特性が変
わらず、夏期には舗装面の高温化により人々に不快感を
与え、冬期には都市の乾燥化を招く一因となる。
However, in this water-permeable pavement, since the water retention of the pavement material typified by the water-permeable asphalt and the water-permeable pavement block is extremely small, the absorbed rainwater immediately becomes dry with a short period of solar radiation, The surface temperature rises. In other words, after rainfall, rainwater penetrates into the ground, but since the moisture is not retained near the pavement surface, the pavement surface tends to dry quickly, and because there is no evaporative function like soil and vegetation, After drying, the thermal characteristics remain the same as those of non-permeable pavement. In summer, the high temperature of the pavement surface makes people uncomfortable, and in winter, it causes the city to dry.

【0004】そこで、本出願人は、先に、透水性舗装の
路肩に設けた側溝の水を透水性舗装に導き、この水によ
り路面の湿潤性を保ち、また蒸発潜熱を利用して路面を
冷却する方法を提案した。
[0004] The applicant of the present invention first guides the water in the gutter provided on the shoulder of the permeable pavement to the permeable pavement, maintains the wettability of the road surface with the water, and uses the latent heat of evaporation to clean the road surface. A method of cooling was proposed.

【0005】図9は、その舗装システムを示すもので、
1は路床、2は路床1の上部に敷設された路盤であり、
路盤2上には、不織布などからなる吸水シート3が敷設
され、この吸水シート3上に砂層4を介して透水性舗装
材5が敷設されて路面としている。
FIG. 9 shows the pavement system.
1 is a subgrade, 2 is a subgrade laid on the upper part of the subgrade 1,
A water-absorbing sheet 3 made of a nonwoven fabric or the like is laid on the roadbed 2, and a water-permeable pavement material 5 is laid on the water-absorbing sheet 3 via a sand layer 4 to form a road surface.

【0006】以上の舗装道路の路肩部にはこれに沿って
U字形断面をした側溝6が設けられ、透水蓋7等の蓋体
によって閉鎖されており、この側溝6内には前記吸水シ
ート3の側縁部が突出し、この垂下端を導水部材3aと
して側溝6の内底面に浸漬させている。
[0006] A side groove 6 having a U-shaped cross section is provided along the shoulder of the above paved road, and is closed by a lid such as a water permeable lid 7. Of the side groove 6 protrudes, and this hanging lower end is immersed in the inner bottom surface of the side groove 6 as the water guide member 3a.

【0007】従って、このシステムによれば、路面に降
雨があると、雨水は舗装材5−砂層4−吸水材3−路盤
2−路床1を通じて地下に浸透する。また、雨水の一部
は舗装表面から蓋7を通じて側溝6に貯留され、過度な
水は暗渠などに排水される。
Therefore, according to this system, when there is rain on the road surface, the rainwater permeates underground through the pavement material 5-sand layer 4-water-absorbing material 3-base-bed 2-subgrade 1. A part of the rainwater is stored in the gutter 6 from the pavement surface through the lid 7, and excessive water is drained to a culvert or the like.

【0008】また、路面およびその下層が乾燥状態にあ
るときは、側溝6内に貯まった雨水の一部を導水部材3
aで吸水し、その毛管現象によって路盤2上に位置する
吸水シート3の全面に水平拡散させ、さらに拡散水は砂
層4および舗装材5を通じて路面を湿潤状態に保つと同
時に、日射などにより路面より順次蒸発し、この蒸発潜
熱によって、路面を冷却する。
When the road surface and its lower layer are in a dry state, a part of the rainwater collected in the side gutter 6 is transferred to the water guiding member 3.
a, and diffuses horizontally over the entire surface of the water-absorbing sheet 3 located on the roadbed 2 by capillary action. Further, the diffused water keeps the road surface in a wet state through the sand layer 4 and the pavement material 5, and at the same time, spreads from the road surface by solar radiation or the like. It evaporates sequentially and the road surface is cooled by the latent heat of evaporation.

【0009】従って、このシステムによれば、例えば夏
期に通常の乾燥した舗装表面が60℃に近い時であって
も、地表面の温度を30℃程度に抑えることが可能であ
り、しかも、雨水の一部を取入れて自然循環させるた
め、設備費なども安価でよく、歩道、公開空き地、公
園、イベント会場、レジャーランドなど人の集まる場所
にこの湿潤性舗装システムを適用することによって、舗
装面からの照り返しと輻射熱を軽減でき、地表面の温度
上昇が抑制され、快適な環境を得られる。
Therefore, according to this system, the temperature of the ground surface can be suppressed to about 30 ° C. even when the normal dry pavement surface is close to 60 ° C., for example, in summer, and the rainwater In order to take part of the natural circulation, the equipment cost etc. may be inexpensive, and by applying this wet pavement system to places where people gather such as sidewalks, open spaces, parks, event venues, leisure land, etc. The reflection and radiant heat can be reduced, temperature rise on the ground surface is suppressed, and a comfortable environment can be obtained.

【0010】[0010]

【発明が解決しようとする課題】しかしながら、側溝6
に雨水の貯水機能をもたらせたとしても、その形状は路
肩部に沿う細長状をなすものであるため、十分な容量を
確保することはできず、渇水時には、前述のごとき路面
の湿潤化、および蒸発潜熱による冷却効果は得られない
不具合がある。
However, the side grooves 6
Even if a rainwater storage function is provided, the shape is elongated along the road shoulder, so it is not possible to secure a sufficient capacity. And the cooling effect by the latent heat of evaporation cannot be obtained.

【0011】また、冬季などにおいては、路面が湿潤化
していると凍結のおそれがあり、この場合には、凍上に
よる路面の変形や、アイスバーン化などによる危険性も
増すものとなる。
[0011] Further, in winter or the like, if the road surface is moistened, there is a possibility of freezing. In this case, the risk of deformation of the road surface due to frost heaving and the risk of ice burn increase.

【0012】この発明は、以上の課題を解決するもので
あって、基本的に側溝内に貯められた雨水を利用すると
ともに、渇水期には、不足分の供給を行えるようにした
湿潤性舗装システムを提供するものである。
The present invention has been made to solve the above problems, and basically utilizes rainwater stored in a gutter and provides a wet pavement capable of supplying a shortage during a drought period. System.

【0013】またこの発明は、厳冬期などにおいては、
簡単な作業により、路面側への吸水を停止させることを
他の目的とする。
[0013] Further, the present invention, in the severe winter and the like,
Another object is to stop water absorption on the road surface side by a simple operation.

【0014】[0014]

【課題を解決するための手段】上記目的を達成するた
め、この発明の湿潤性舗装システムは、路面を形成する
透水性舗装材と、該舗装材の縁部に配置されて雨水を流
通させる側溝と、該側溝内の水の一部を毛管現象により
前記舗装材に通水可能に接続した導水部材とを備え、前
記側溝内には渇水時に水を供給する導水管を接続してい
るとともに、増水時に水を側溝外にバイパスさせるバイ
パス管が接続されていることを特徴とするものである。
なお、本発明において「透水性」とは、毛細管現象によ
って下から上へ揚水する性質をも含むものである。
In order to achieve the above object, a wet pavement system according to the present invention comprises a permeable pavement forming a road surface, and a gutter disposed at an edge of the pavement and through which rainwater flows. And a water guide member that connects a part of the water in the gutter so as to be able to flow to the pavement material by capillary action, and connects a water guide pipe that supplies water at the time of drought to the inside of the gutter, A bypass pipe for bypassing the water to the outside of the gutter at the time of increasing the water is connected.
In the present invention, “water permeability” includes the property of pumping water from below to above by capillary action.

【0015】従って、この発明では、側溝内に貯留され
た雨水を利用した路面の湿潤化を基本形態とし、渇水期
には側溝内へ水を供給することによって湿潤化を継続で
き、また、増水期には側溝内に貯まった水を、供給元や
暗渠内にバイパスすることで、側溝からの溢流を未然に
防止できる。
Therefore, in the present invention, the basic form is to wet the road surface using the rainwater stored in the gutter, and during the drought season, the water can be supplied to the gutter to continue the wetting. In the period, water accumulated in the gutter can be prevented from overflowing from the gutter by bypassing to the supply source and the culvert.

【0016】また、前記導水部材は、前記透水性舗装材
の下面に砂層を介して敷設された吸水シートの側縁部を
前記側溝内に垂下したものであることが望ましい。
It is preferable that the water guide member has a side edge of a water-absorbent sheet laid on the lower surface of the water-permeable pavement material with a sand layer interposed therebetween in the side groove.

【0017】さらに、前記吸水シートの側溝内垂下端部
は、水面下および水面上のいずれかに保持可能であるこ
とにより、簡単な作業により、路面の湿潤化の有無を選
択できる。
Further, since the lower end of the water-absorbent sheet is held below or above the water surface, it is possible to select whether or not the road surface is moistened by a simple operation.

【0018】さらに、前記吸水シートの側溝内垂下端部
は、砂層内吸水シートの縁部に取付け取外し可能である
ことによって、路面の湿潤化の有無の選択と同時に、垂
下端部が目詰りを生じた場合に、簡単に交換できる。
Further, since the lower end portion of the water absorbing sheet in the side groove is detachably attached to the edge of the water absorbing sheet in the sand layer, the lower end portion of the water absorbing sheet can be clogged simultaneously with the selection of whether or not the road surface is wet. If it happens, it can be easily replaced.

【0019】[0019]

【発明の実施の形態】この発明の好ましい実施の形態に
ついて、添付図面を参照して説明する。なお、各実施形
態において、図9に示す従来と同一箇所には同一符号を
付してその説明を省略し、異なる部分または新たに付加
された箇所にのみ、新たな符号を用いて説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the present invention will be described with reference to the accompanying drawings. In each embodiment, the same parts as those in the related art shown in FIG. 9 are denoted by the same reference numerals, and the description thereof will be omitted. Only different parts or newly added parts will be described using new reference numerals.

【0020】図1,2はこの発明の第一実施形態を示
す。同図において、導水部材3aの下端部には、錘を兼
用したロッド10が付加されている一方、側溝6の内側
上部にはL字形をなしたロッド受け12が固定配置され
ている。
FIGS. 1 and 2 show a first embodiment of the present invention. In the figure, a rod 10 also serving as a weight is added to the lower end of the water guide member 3a, while an L-shaped rod receiver 12 is fixedly arranged above the inner side of the side groove 6.

【0021】そして、路面乾燥時期には、同図1(a)
に示すように、ロッド10を側溝6の内底面に浸漬し、
ここから吸水させ、前述のごとく水平拡散および路面の
湿潤化と、蒸散による路面の温度低下を図っており、ま
た湿潤化が不要である時期には、蓋7を開け、ロッド1
0をロッド受け12に係止させておくことにより、導水
部材3aを基準水面WL上から隔離させ、吸水がなされ
ない構造としている。
At the time of road surface drying, FIG.
As shown in the figure, the rod 10 is immersed in the inner bottom surface of the side groove 6,
Water is absorbed from here, and as described above, horizontal diffusion and wetting of the road surface are attempted to reduce the temperature of the road surface due to evaporation, and when the moistening is unnecessary, the lid 7 is opened and the rod 1 is opened.
By locking 0 to the rod receiver 12, the water guide member 3a is isolated from the reference water surface WL, so that water is not absorbed.

【0022】前者(a)の場合には、主に夏季などにお
いて、路面温度が上昇したり、路面が乾燥する時期に実
施される。また、後者(b)の場合には、厳冬期など、
路面凍結のおそれのある時期などに実施される。
The former case (a) is performed mainly when the road surface temperature rises or the road surface becomes dry, mainly in summer. Also, in the case of the latter (b),
It is implemented at times when there is a risk of road surface freezing.

【0023】また、側溝6は、路面の湿潤化長さに応じ
た適宜の長さであって、蓋7を通じて取込んだ雨水の貯
水機能を備えている。これに加え、側溝6の一端側上部
には導水管14が接続され、雨水が枯渇し、側溝6内が
基準水位WLから低下した状態で貯水タンク16の水を
導入する。また、側溝6の下部側にはオーバフローした
水をタンク16内にバイパスさせる戻し管18が接続さ
れ、基準水位WLを越えると、戻し管18の管路に設け
たバイパスバルブ20を開いてタンク16内に循環させ
るようになっている。
The side groove 6 has an appropriate length in accordance with the wetted length of the road surface, and has a function of storing rainwater taken in through the lid 7. In addition, a water pipe 14 is connected to an upper portion of one end of the side groove 6, and the water in the water storage tank 16 is introduced in a state where the rainwater is depleted and the inside of the side groove 6 is lowered from the reference water level WL. A return pipe 18 is connected to the lower side of the side groove 6 so as to bypass overflowed water into the tank 16. When the water level exceeds the reference water level WL, a bypass valve 20 provided in the return pipe 18 is opened to open the tank 16. It is designed to circulate inside.

【0024】給水のための制御は、側溝6内に配置され
た水位センサ22、制御装置24などによって自動的に
おこなうことができ、水位センサ22の検出値が基準水
位WLを下回ると、制御装置24の指令によってポンプ
26を駆動してタンク16内に貯えられた水を側溝6内
に供給し、また、基準水位WLを上回ると、バルブ20
を開いて余剰水をタンク16内に戻す作用を行うことに
より、常時側溝6内を基準水位WLに保っている。
The control for water supply can be automatically performed by the water level sensor 22 and the control device 24 disposed in the gutter 6, and when the detected value of the water level sensor 22 falls below the reference water level WL, the control device is controlled. 24, the pump 26 is driven to supply the water stored in the tank 16 into the side groove 6, and when the water exceeds the reference water level WL, the valve 20 is turned on.
Is opened to return the surplus water into the tank 16, whereby the inside of the side groove 6 is always maintained at the reference water level WL.

【0025】なお、以上の他に、タンク16内は回収し
た雨水を貯めるほか、上水道、あるいは中水道などの水
源に接続しておき、不足分を常時補えるようにしておく
ことが望ましい。
In addition to the above, in addition to storing the collected rainwater in the tank 16, it is desirable that the tank 16 be connected to a water source such as a water supply system or a central water supply system so that the shortage can be constantly compensated.

【0026】さらに、側溝6の他端側には、オーバフロ
ー管28が接続され、大雨などによって、側溝6内の水
位が基準水位WLを大幅に越えると、オーバフロー水は
オーバフロー管28を通じて図示しない暗渠などに排出
され、側溝6からの溢流を防止する。
Further, an overflow pipe 28 is connected to the other end of the side groove 6, and when the water level in the side groove 6 greatly exceeds the reference water level WL due to heavy rain or the like, overflow water is passed through the overflow pipe 28 to a culvert (not shown). To prevent overflow from the side groove 6.

【0027】従って、以上の構成では、雨水が側溝6内
に滞留している状態では、これをそのまま活用するとと
もに、余剰水はタンク16内に回収して常時使用可能な
状態とし、さらに、豪雨などによって側溝6内に大量の
雨水が入り込むと、その水をタンク16内に取込んだ
り、暗渠などに排出する。
Therefore, in the above configuration, when rainwater stays in the gutter 6, it is utilized as it is, and surplus water is collected in the tank 16 so that it can be used at all times. When a large amount of rainwater enters the gutter 6 due to, for example, the water is taken into the tank 16 or discharged into a culvert.

【0028】また渇水時期においては、タンク16内の
水を側溝6内に供給することで、基準水位WLを保ち、
吸水作用を持続させ、路面の湿潤および、冷却作用を持
続でき、さらに寒冷期などにおいて、路面を乾燥状態に
保ちたい場合には、導水部材3aを界面から引上げるだ
けでよいものとなる。
At the time of drought, the reference water level WL is maintained by supplying the water in the tank 16 into the gutter 6.
In order to maintain the water-absorbing action and to keep the road surface wet and cool, and to keep the road surface dry in a cold season, it is only necessary to pull up the water guide member 3a from the interface.

【0029】図4,図5は、この発明にかかる第二の実
施形態を示している。同図において、吸水シート3とそ
の側縁の導水部材3aの間にはクランク軸30が介在さ
れ、このクランク軸30の両端は側溝6の長手方向両端
に軸受されている。
FIGS. 4 and 5 show a second embodiment according to the present invention. In the figure, a crankshaft 30 is interposed between the water-absorbing sheet 3 and a water guide member 3a on the side edge thereof, and both ends of the crankshaft 30 are supported on both longitudinal ends of the side groove 6.

【0030】そして、このクランク軸30の一方の軸端
部にはクランクハンドル32が一体化されており、図の
実線で示すように、導水部材3aが水に浸漬している状
態からクランクハンドル32を90°回動させることに
より、導水部材3aは水面から離れ、破線で示すように
ほぼ水平に位置し(完全に水平な状態としてもよい)、
この位置に保持される。従って、本実施の形態では、路
面を非湿潤状態にするための作業をさらに簡単に行うこ
とができる。
A crank handle 32 is integrated with one of the shaft ends of the crank shaft 30. As shown by a solid line in the figure, the crank handle 32 is moved from a state where the water guide member 3a is immersed in water. Is rotated by 90 °, the water guide member 3a moves away from the water surface and is positioned substantially horizontally as shown by the broken line (it may be completely horizontal),
It is held in this position. Therefore, in the present embodiment, the operation for making the road surface non-wetting can be performed more easily.

【0031】なお、本実施の形態では、導水部材3aを
硬質な素材から構成するか、導水部材3aの長手方向両
端を支持バーなどで支持しておくことで、以上の浸漬、
非浸漬の二つの位置のいずれかを選択して位置させるこ
とができる。
In the present embodiment, the water immersion member 3a is made of a hard material, or both ends in the longitudinal direction of the water conveyance member 3a are supported by support bars or the like, so that the above-described immersion can be achieved.
One of two non-immersion positions can be selected and positioned.

【0032】図5,図6はこの発明にかかる第三の実施
形態を示している。同図において、吸水材3の側端縁
と、これと同一材質の導水部材3aとは切離されてお
り、これを断面凹凸状のファスナ40,42によって着
脱自在に連結している。
FIGS. 5 and 6 show a third embodiment according to the present invention. In the figure, a side edge of a water absorbing material 3 and a water guiding member 3a of the same material are cut off, and are detachably connected by fasteners 40 and 42 having an uneven cross section.

【0033】以上の構成において、特に導水部材3a側
は、側溝6内の水に混在する泥などによって目詰りし易
いため、所定縦横寸法に裁断した複数の導水部材3aを
予め用意しておき、目詰りが生じ、路面の湿潤作用が低
下した段階、あるいは、湿潤化季節が到来した時点でフ
ァスナ40,42の脱着によって導水部材3aのみを交
換可能とすることにより、継続的な使用が可能となる。
In the above configuration, the water guide member 3a is particularly easily clogged with mud mixed with water in the side groove 6, so that a plurality of water guide members 3a cut to predetermined vertical and horizontal dimensions are prepared in advance. At the stage where the clogging occurs and the wetting action on the road surface is reduced, or when the humidifying season comes, the fasteners 40 and 42 can be attached and detached so that only the water guide member 3a can be replaced, so that continuous use is possible. Become.

【0034】図7,図8はこの発明の第四の実施形態を
示している。本実施形態でも導水部材3aのみを交換可
能としたもので、吸水材3の側縁部には図7の一部に拡
大して示すようにソケット部50が形成され、また導水
部材3a側の接続端にはソケット部50に差込まれる硬
質板52が一体に設けられている。そして導水部材3a
の交換時には、ソケット部50から硬質板52を引抜く
ことによって、古い導水部材3aを取除き、新たな導水
部材3aの硬質板52をソケット部50に差込むこと
で、両者間を連通させるようにしている。
FIGS. 7 and 8 show a fourth embodiment of the present invention. Also in the present embodiment, only the water guide member 3a is replaceable, and a socket portion 50 is formed at a side edge of the water absorbing material 3 as shown in an enlarged view in a part of FIG. A hard plate 52 inserted into the socket portion 50 is provided integrally with the connection end. And the water guide member 3a
At the time of replacement, the old water guide member 3a is removed by pulling out the hard plate 52 from the socket portion 50, and the hard plate 52 of the new water guide member 3a is inserted into the socket portion 50 so that the two can communicate with each other. I have to.

【0035】なお、本実施形態における導水部材3a
は、図8に示すように、長さ方向に分割されて複数枚設
けられ、路面の湿潤化度合に応じて、任意の間隔、数を
差込んで吸水部材3に連結できる。
The water guide member 3a according to this embodiment
As shown in FIG. 8, a plurality of pieces are provided divided in the length direction, and can be connected to the water absorbing member 3 at arbitrary intervals and numbers depending on the degree of moistening of the road surface.

【0036】[0036]

【発明の効果】以上詳細に説明したように、この発明の
湿潤性舗装システムによれば、常に表層部に保水される
ことによって、路面が湿潤状態に維持され、また、その
水源としては、側溝内に流れ込んだ雨水および、タンク
内に回収した雨水の供給によるものであるため、水源の
消費量が少なく、維持費を安価にできる。
As described above in detail, according to the wet pavement system of the present invention, the road surface is maintained in a wet state by constantly retaining water on the surface layer, and the water source is a gutter. Since the rainwater flows into the tank and the rainwater collected in the tank is supplied, the consumption of the water source is small, and the maintenance cost can be reduced.

【0037】そして、例えば、寒冷時期などにおいて路
面の凍結を防止するため、路面を湿潤状態にしない場合
には、導水部材を側溝内の水面より高い位置に保持する
か、あるいは導水部材を取外せば、路面を乾燥状態にす
ることができ、このためのメンテナンスも簡単に行うこ
とができる。
When the road surface is not wetted, for example, in order to prevent the road surface from freezing in a cold season, the water guide member is held at a position higher than the water surface in the gutter, or the water guide member can be removed. If this is the case, the road surface can be in a dry state, and maintenance for this can be easily performed.

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

【図1】(a),(b)この発明の第一実施形態による
湿潤性舗装システムの縦断面図である。
FIGS. 1A and 1B are longitudinal sectional views of a wet pavement system according to a first embodiment of the present invention.

【図2】同上における一部制御システムを含む側断面で
ある。
FIG. 2 is a side sectional view including a partial control system in the same.

【図3】第二の実施形態を示す縦断面図である。FIG. 3 is a longitudinal sectional view showing a second embodiment.

【図4】同上側断面図である。FIG. 4 is an upper sectional view of the same.

【図5】第三の実施形態を示す縦断面図である。FIG. 5 is a longitudinal sectional view showing a third embodiment.

【図6】同上側断面図である。FIG. 6 is an upper sectional view of the same.

【図7】第四の実施形態を示す縦断面図である。FIG. 7 is a longitudinal sectional view showing a fourth embodiment.

【図8】同上側断面図である。FIG. 8 is an upper sectional view of the same.

【図9】先に本出願人が既に開発した湿潤性舗装システ
ムの縦断面図である。
FIG. 9 is a longitudinal section of a wet pavement system previously developed by the applicant.

【符号の説明】[Explanation of symbols]

3 吸水材 3a 導水部材 5 透水性舗装材 6 側溝 7 透水蓋 10 錘 12 ロッド受け 14 導水管 18 戻し管(バイパス管) 26 オーバフロー管(バイパス管) 30 クランク軸 40,42 ファスナ 50 ソケット 52 硬質板 Reference Signs List 3 water absorbing material 3a water guiding member 5 water permeable pavement material 6 side groove 7 water permeable lid 10 weight 12 rod receiver 14 water guiding pipe 18 return pipe (bypass pipe) 26 overflow pipe (bypass pipe) 30 crankshaft 40,42 fastener 50 socket 52 hard plate

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 路面を形成する透水性舗装材と、該舗装
材の縁部に配置されて雨水を流通させる側溝と、該側溝
内の水の一部を毛管現象により前記舗装材に通水可能に
接続した導水部材とを備え、前記側溝内には渇水時に水
を供給する導水管を接続しているとともに、増水時に水
を側溝外にバイパスさせるバイパス管が接続されている
ことを特徴とする湿潤性舗装システム。
1. A permeable pavement material for forming a road surface, a gutter disposed at an edge of the pavement for flowing rainwater, and a part of water in the gutter passing through the pavement by capillary action. And a water guide member that is connected as possible, and a water pipe that supplies water at the time of drought is connected to the inside of the gutter, and a bypass pipe that bypasses water to the outside of the gutter at the time of increasing water is connected. Wet pavement system.
【請求項2】 前記導水部材は、前記透水性舗装材の下
面に砂層を介して敷設された吸水シートの側縁部を、前
記側溝内に垂下したものであることを特徴とする請求項
1に記載の湿潤性舗装システム。
2. The water guide member according to claim 1, wherein a side edge of a water-absorbent sheet laid on a lower surface of the water-permeable pavement material via a sand layer is suspended in the side groove. A wet pavement system according to claim 1.
【請求項3】 前記吸水シートの側溝内垂下端部は、水
面下および水面上のいずれかに保持可能であることを特
徴とする請求項2に記載の湿潤性舗装システム。
3. The wet pavement system according to claim 2, wherein the lower end portion of the water-absorbent sheet is formed below or above the surface of the water.
【請求項4】 前記吸水シートの側溝内垂下端部は、砂
層内吸水シートの縁部に取付け取外し可能であることを
特徴とする請求項2に記載の湿潤性舗装システム。
4. The wet pavement system according to claim 2, wherein the lower end portion of the water absorbing sheet in the side groove is detachably attached to an edge of the water absorbing sheet in the sand layer.
JP07245198A 1998-03-20 1998-03-20 Wet pavement system Expired - Lifetime JP3978854B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP07245198A JP3978854B2 (en) 1998-03-20 1998-03-20 Wet pavement system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP07245198A JP3978854B2 (en) 1998-03-20 1998-03-20 Wet pavement system

Publications (2)

Publication Number Publication Date
JPH11269808A true JPH11269808A (en) 1999-10-05
JP3978854B2 JP3978854B2 (en) 2007-09-19

Family

ID=13489685

Family Applications (1)

Application Number Title Priority Date Filing Date
JP07245198A Expired - Lifetime JP3978854B2 (en) 1998-03-20 1998-03-20 Wet pavement system

Country Status (1)

Country Link
JP (1) JP3978854B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003147716A (en) * 2001-11-13 2003-05-21 Kawasaki Steel Corp Pavement provided with water permeability, water draining capability and water retentivity and its construction method
KR101131767B1 (en) 2011-11-22 2012-04-05 서울특별시 Apparatus and method for testing cloging phenomenon of permeable pavement
CN106436869A (en) * 2016-10-28 2017-02-22 成都格瑞思文化传播有限公司 Water pipe capable of preventing freeze and resisting leakage
CN113186776A (en) * 2021-05-06 2021-07-30 广东景园设计工程有限公司 Grass planting brick for landscape gardens and paving construction method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003147716A (en) * 2001-11-13 2003-05-21 Kawasaki Steel Corp Pavement provided with water permeability, water draining capability and water retentivity and its construction method
KR101131767B1 (en) 2011-11-22 2012-04-05 서울특별시 Apparatus and method for testing cloging phenomenon of permeable pavement
CN106436869A (en) * 2016-10-28 2017-02-22 成都格瑞思文化传播有限公司 Water pipe capable of preventing freeze and resisting leakage
CN113186776A (en) * 2021-05-06 2021-07-30 广东景园设计工程有限公司 Grass planting brick for landscape gardens and paving construction method

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