JPH11100803A - Wet pavement system - Google Patents

Wet pavement system

Info

Publication number
JPH11100803A
JPH11100803A JP26062397A JP26062397A JPH11100803A JP H11100803 A JPH11100803 A JP H11100803A JP 26062397 A JP26062397 A JP 26062397A JP 26062397 A JP26062397 A JP 26062397A JP H11100803 A JPH11100803 A JP H11100803A
Authority
JP
Japan
Prior art keywords
water
pavement
storage tank
permeable
wet
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
JP26062397A
Other languages
Japanese (ja)
Other versions
JP3496475B2 (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 JP26062397A priority Critical patent/JP3496475B2/en
Publication of JPH11100803A publication Critical patent/JPH11100803A/en
Application granted granted Critical
Publication of JP3496475B2 publication Critical patent/JP3496475B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To suppress a temperature rise of the ground surface by connecting a water-permeable pavement material and water storage tanks with a water guide member. SOLUTION: A prescribed member 2 made of a water-permeable material having no capillary water guiding force at the time of a rainfall is installed on the roadbed 1 of a pavement, or a prescribed member 2 made of a waterproof sheet is installed on the artificial ground or a roof floor. A nonwoven fabric 4 is installed on the prescribed member 2, and a sand cushion 5 is installed on the nonwoven fabric 4. Pavement blocks 3 are spread on the sand cushion 5. U-shaped ditches are formed on both sides of a road surface as water storage tanks 6, and covers 7 made of a water-permeable raw material are provided at the portions opened on the ground surface of the water storage tanks 6. The water of the water storage tanks 6 is sucked up by the nonwoven fabric 4 at the time of fine weather and is guided to the pavement blocks 3 through the sand cushion 5 to set the road surface to the wet state. A temperature rise of the ground surface can be suppressed.

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,
Permeable pavement is 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は変
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 properties remain the same as non-permeable pavement, and the high temperature of the pavement in summer causes discomfort to the people, which in winter contributes to drying of the city.

【0004】そこで、透水性舗装において舗装構造の下
部ないし下方に保水部を設け、舗装表面の乾燥を防止す
るとともに、この保水部に溜まった水が舗装表面から蒸
発する際の潜熱を利用して、舗装表面の温度上昇を抑制
しようとする技術が開示されている。例えば、本出願人
は、特開平8−85907号公報において、個々の舗装
ブロックの下方に保水タンクを設け、この保水タンクに
蓄えられた水を不織布を通じてブロックに浸透させる保
水性舗装ブロックについて開示した。また、地表面を覆
うブロック材と路盤との間に保水性部材を設けたもの
や、透水性アスファルト舗装において、路盤上に保水性
セラミックからなる多数の骨材を敷き均して保水層を形
成したものなどがあった。
[0004] Therefore, in the water-permeable pavement, a water retaining portion is provided below or below the pavement structure to prevent the pavement surface from drying, and to utilize the latent heat generated when water accumulated in the water retention portion evaporates from the pavement surface. A technique for suppressing a rise in temperature of a pavement surface is disclosed. For example, the present applicant has disclosed in Japanese Patent Application Laid-Open No. 8-85907 a water-retentive pavement block in which a water-retention tank is provided below each pavement block, and water stored in the water-retention tank penetrates the block through a nonwoven fabric. . In addition, when a water-retaining member is provided between the block material covering the ground surface and the roadbed, or on a water-permeable asphalt pavement, a large number of aggregates made of water-retaining ceramic are spread on the roadbed to form a water-retaining layer. There were things that did.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、保水部
を備えた上記従来の透水性舗装では、保水部が舗装構造
内に埋設された状態になっているため、保水部に溜めら
れた水が舗装表面からの蒸発により枯渇してしまうと、
舗装表面の湿潤状態は保持されず、地表面の温度上昇抑
制効果も失われる。特に、夏期に晴天が長期間続き、渇
水状態になれば、この状況が顕著に現れる。従って、適
時に路面に散水や給水をする必要があった。
However, in the above-mentioned conventional permeable pavement having a water retaining portion, since the water retaining portion is buried in the pavement structure, the water stored in the water retaining portion is paved. When it is depleted by evaporation from the surface,
The wet state of the pavement surface is not maintained, and the effect of suppressing the temperature rise on the ground surface is lost. In particular, if the weather continues for a long time in the summer and becomes drought, this situation becomes remarkable. Therefore, it was necessary to water and supply water to the road surface in a timely manner.

【0006】また、個々の舗装ブロックに加工を施すの
は、コスト高になったり、手間がかかるなどの問題があ
った。そして、保水性部材としてセラミックなどの新素
材を使ったり、保水性部材に種々の加工を施したりする
のも、同じく、コスト高になるなど施工面での問題があ
った。実際、保水性のセラミック製品は、コンクリート
二次製品に比べて材料コストが高いことなどの理由で、
ごく限られた場所での使用にとどまっているのが実状で
ある。
[0006] In addition, processing individual pavement blocks involves problems such as high cost and labor. Also, using a new material such as ceramic as the water-retaining member or performing various processes on the water-retaining member also has a problem in construction, such as an increase in cost. In fact, water-retentive ceramic products have higher material costs than secondary concrete products,
The fact is that it is used only in very limited places.

【0007】そこで、この発明は、このような従来の課
題に着目してなされたもので、舗装表面を湿潤状態に保
持して地表面の温度上昇を抑制することができ、しか
も、保水機能のみならず、低い運用コストで給水を可能
とする給水機能を備えた湿潤性舗装システムを提供する
ことを目的とするものである。
Accordingly, the present invention has been made in view of such a conventional problem, and it is possible to suppress a rise in the temperature of the ground surface by keeping the pavement surface in a wet state, and furthermore, only a water retention function is provided. It is another object of the present invention to provide a wet pavement system having a water supply function capable of supplying water at a low operation cost.

【0008】[0008]

【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、舗装表面を湿潤
状態に保持することができる湿潤性舗装システムであっ
て、舗装表面を形成し吸水機能を有する透水性舗装材
と、地表に開口されまたは開口可能な貯水槽と、この貯
水槽と前記透水性舗装材との間を導水可能に接続する導
水部材とを備えたことを特徴とする。
In order to achieve the above object, a wet pavement system according to the present invention is a wet pavement system capable of holding a pavement surface in a wet state. A water-permeable pavement material having a function, a water storage tank that is opened or openable on the ground surface, and a water-guiding member that connects the water-storage tank and the water-permeable pavement material so as to be able to conduct water. .

【0009】ここで、前記導水部材の下部に透水材また
は防水シートが敷設されていることが望ましい。
Here, it is desirable that a water permeable material or a waterproof sheet is laid below the water guide member.

【0010】そして、前記透水性舗装材として舗装ブロ
ックを用いるとともに、前記導水部材は、当該舗装ブロ
ックの下部または目地に設けられ、かつ、前記貯水槽ま
で延設されていることが望ましい。
Preferably, a pavement block is used as the water-permeable pavement material, and the water guide member is provided at a lower portion or joint of the pavement block and extends to the water storage tank.

【0011】また、雨水貯留槽と、この雨水貯留槽から
前記貯水槽に給水するための給水機構とを備えているこ
とが望ましい。
It is preferable that a rainwater storage tank and a water supply mechanism for supplying water from the rainwater storage tank to the water storage tank be provided.

【0012】加えて、前記透水性舗装材と前記導水部材
との間または該透水性舗装材に埋設された水拡散用の穴
の開いた配管または多孔質管を備えていることが望まし
い。
In addition, it is desirable to provide a pipe or a porous pipe between the water-permeable pavement and the water-guiding member or with a hole for water diffusion embedded in the water-permeable pavement.

【0013】[0013]

【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、以下、添付図面を参照しつつ詳細に説明する。
図1は、この発明の湿潤性舗装システムの概略断面図を
示している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the present invention will be described below in detail with reference to the accompanying drawings.
FIG. 1 shows a schematic sectional view of the wet pavement system of the present invention.

【0014】被舗装面となる路盤1の上に所定部材2が
敷設され、この所定部材2の上に導水部材となる不織布
4が敷設されている。この所定部材2としては、後述す
るように、舗道等の場合には降雨時に透水する毛管導水
力のない材料を用い、人工地盤や屋上等の場合には防水
シートを用いる。不織布4の上にはサンドクッション
(クッション砂)5が敷設され、サンドクッション5の
上には路面を形成するように舗装部材として舗装ブロッ
ク3が敷き詰められている。この路面が湿潤性舗装を施
した路面となる。
A predetermined member 2 is laid on a roadbed 1 serving as a paved surface, and a nonwoven fabric 4 serving as a water guide member is laid on the predetermined member 2. As will be described later, the predetermined member 2 is made of a material having no capillary water-conducting power that is permeable in rain in the case of a pavement or the like, and a waterproof sheet is used in the case of an artificial ground or a rooftop. A sand cushion (cushion sand) 5 is laid on the nonwoven fabric 4, and a paving block 3 is laid on the sand cushion 5 as a paving member so as to form a road surface. This road surface becomes a wet-paved road surface.

【0015】この路面の両側には側溝としてU字溝が形
成され、これが貯水槽6となる。不織布4は、所定部材
2の上の舗装断面を水平に横切って敷設され、貯水槽6
の内部の底面にまで延設されている。この貯水槽6の地
表面に開口した部分には、蓋7がかけられている。蓋7
を通じて、路面の上を流れる表層水が効率よく貯水槽6
に流入するように、蓋7は透水性素材でできていること
が望ましい。
On both sides of the road surface, U-shaped grooves are formed as side grooves, and this becomes a water storage tank 6. The nonwoven fabric 4 is laid horizontally across the pavement section on the predetermined member 2,
Extends to the bottom inside. A lid 7 is attached to a portion of the water storage tank 6 which is open to the ground surface. Lid 7
Surface water flowing on the road surface through the reservoir 6
The lid 7 is desirably made of a water-permeable material so that the water flows into the cover 7.

【0016】また、この貯水槽6の近辺の建物10の地
下ピットには、雨水貯留槽9が設けられ、この建物10
の屋上に降った雨が側壁に取り付けた配水管11を通じ
て雨水貯留槽9に流れ込む。そして、雨水貯留槽9に溜
まった雨水は、導水管8を通じて適時に貯水槽6へ供給
される。
In the underground pit of the building 10 near the water storage tank 6, a rainwater storage tank 9 is provided.
The rain that has fallen on the rooftop flows into the rainwater storage tank 9 through a water pipe 11 attached to the side wall. The rainwater stored in the rainwater storage tank 9 is supplied to the water storage tank 6 through the water guide pipe 8 in a timely manner.

【0017】なお、雨水貯留槽9は、建物10の1階部
分または屋外に設置することはもとより、貯水槽6の外
側を沿うように、さらに一条の溝を形成して雨水貯留槽
9としてもよい。また、雨水貯留槽9から貯水槽6に給
水するための給水機構としては、両槽間の高低差により
自然落下とするか、ポンプを用いることとする。あるい
は、両槽間を接続するように不織布を付設して、この不
織布の毛管導水作用により、雨水貯留槽9から貯水槽6
に雨水を供給することとしてもよい。さらに、雨水貯留
槽9とは別の雨水貯留槽から雨水貯留槽9に雨水を供給
するような構成を採用することもできる。
The rainwater storage tank 9 may be installed not only on the first floor of the building 10 or outdoors, but also along the outside of the water storage tank 6 by forming a single groove as the rainwater storage tank 9. Good. Further, as a water supply mechanism for supplying water from the rainwater storage tank 9 to the water storage tank 6, a natural fall or a pump is used depending on a height difference between the two tanks. Alternatively, a nonwoven fabric is attached so as to connect the two tanks, and the capillary water guide action of the nonwoven fabric causes the rainwater storage tank 9 to move from the water storage tank 6 to the water storage tank 6.
It is good also as supplying rainwater. Furthermore, a configuration in which rainwater is supplied to the rainwater storage tank 9 from a rainwater storage tank different from the rainwater storage tank 9 may be employed.

【0018】図2は、この発明の湿潤性舗装システムを
適用する場所によって舗装構造が異なることを示した図
である。(a)図は舗道等に適用した場合の舗装断面図
であり、(b)図は人工地盤や屋上等に適用した場合の
舗装断面図である。
FIG. 2 is a view showing that a pavement structure is different depending on a place to which the wet pavement system of the present invention is applied. (A) is a pavement sectional view when applied to a pavement or the like, and (b) is a pavement sectional view when applied to an artificial ground or a rooftop.

【0019】舗道等では、地盤13の上に砕石層12が
形成され、その上に降雨時に透水する毛管導水力のない
材料2aが敷設される。その材料2aの上に不織布4が
敷設され、さらにその上にサンドクッション5が敷設さ
れ、その上に舗装ブロック3が敷き詰められて路面を形
成する。
In a pavement or the like, a crushed stone layer 12 is formed on a ground 13, on which a material 2a having no capillary water-conducting power that is permeable during rainfall is laid. A nonwoven fabric 4 is laid on the material 2a, a sand cushion 5 is further laid thereon, and a pavement block 3 is laid thereon to form a road surface.

【0020】ここで、材料2aとしては、稼働時には不
織布4上部のサンドクッション5へのみ導水し、下方の
砕石層12、地盤13への水の移動が生じないような毛
管導水力のない材料を用いる。具体的には、メッシュ
状、網の目状のゴムシートなどを採用する。降雨時には
余剰水がこの材料2aを通して、砕石層12、地盤13
へと透水し、地下水の涵養に役立つ。
Here, as the material 2a, a material having no capillary water-conducting power such that water is guided only to the sand cushion 5 above the nonwoven fabric 4 during operation and water does not move to the lower crushed stone layer 12 and the ground 13 during operation. Used. Specifically, a mesh-like or mesh-like rubber sheet is used. During rainfall, surplus water is passed through this material 2a and the crushed stone layer 12, ground 13
To permeate and help recharge groundwater.

【0021】一方、人工地盤や屋上等の場合には、スラ
ブ14の上に防水シート2b、不織布4、舗装ブロック
3の順番に敷設され、舗装ブロック3によって舗装表面
が形成される。
On the other hand, in the case of an artificial ground or a rooftop, the waterproof sheet 2b, the nonwoven fabric 4, and the pavement block 3 are laid in this order on the slab 14, and the pavement block 3 forms a pavement surface.

【0022】舗道等に適用した場合も人工地盤や屋上等
に適用した場合も、舗装ブロック3は吸水機能を有する
透水性舗装材であって、例えば、透水性を若干落とし
た、毛管導水力を有する目の細かいレンガ等を用いる。
The pavement block 3 is a water-permeable pavement material having a water-absorbing function, for example, when applied to a pavement or the like, or to an artificial ground or a rooftop. Use a brick with fine eyes.

【0023】図3は、舗装断面を流れる水の移動の様子
を模式的に示した図である。
FIG. 3 is a diagram schematically showing a state of movement of water flowing on a pavement section.

【0024】(a)図は、晴天時の水の流れを示したも
のであり、不織布4の繊維が毛細導水力によって貯水槽
6内に溜まった水を吸い上げて、サンドクッション5を
通じて舗装ブロック3へと導水する。そして、舗装ブロ
ック3自体の毛管導水力により路面を湿潤状態にする。
不織布4が舗装ブロック3の目地に設けられていれば、
側方より舗装ブロック3に向けて導水される。貯水槽6
内の水は、その水位が路面よりも下方にあっても、舗装
ブロック3の表面へと導かれる。従って、舗装表面は導
水を絶たない限り常に湿潤状態が確保され、日射により
表面に保水された水分が蒸発し、このときの蒸発潜熱に
よって舗装表面の温度を大幅に下げることができる。ま
た、路面に水分を供給する必要のないときは、貯水槽6
を開放することにより、今度は逆に不織布4が排水の役
割を果たし、路面を乾燥状態にすることができる。
FIG. 3A shows the flow of water in fine weather. The fibers of the nonwoven fabric 4 draw up the water accumulated in the water storage tank 6 by the capillary water guide force, and the pavement block 3 is passed through the sand cushion 5. To water. Then, the road surface is brought into a wet state by the capillary water guide force of the pavement block 3 itself.
If the nonwoven fabric 4 is provided at the joint of the pavement block 3,
Water is guided toward the pavement block 3 from the side. Water tank 6
The water inside is guided to the surface of the pavement block 3 even if the water level is below the road surface. Therefore, the pavement surface is always moistened as long as the water supply is not interrupted, and the water retained on the surface is evaporated by the solar radiation. At this time, the temperature of the pavement surface can be significantly reduced by the latent heat of evaporation. When there is no need to supply water to the road surface, the water tank 6
, The nonwoven fabric 4 plays the role of drainage, and the road surface can be kept dry.

【0025】(b)図は、降雨時の水の流れを示したも
のであり、路面に降った雨は舗装ブロック3に浸透して
いき、毛管導水力のない材料2aを通して路盤へと透水
し、余剰水は路面上を表層水となって貯水槽6に流れ込
む。そして、不織布4は貯水槽6へと雨水を移動させ
る。従って、雨水の移動形態としては、舗装表面→路
盤、舗装表面→貯水槽、不織布→貯水槽の3系統があ
る。
FIG. 2 (b) shows the flow of water during rainfall. The rain that has fallen on the road surface penetrates the pavement block 3 and permeates the roadbed through the material 2a having no capillary water guide power. The surplus water flows into the water tank 6 as surface water on the road surface. Then, the nonwoven fabric 4 moves rainwater to the water storage tank 6. Therefore, there are three rainwater movement modes: pavement surface → roadbed, pavement surface → water tank, non-woven fabric → water tank.

【0026】(c)図は、舗装ブロック3の下部または
側方から不織布4を通して導水する代わりに、不織布4
上のサンドクッション5内に水拡散用の穴の開いた配管
または多孔質管15を埋設し、サンドクッション5およ
びその下部の不織布4を通して、水平方向に水を拡散さ
せる方式を採用した場合の模式図である。この場合、配
管または多孔質管15を適宜な間隔で適宜な本数だけ埋
設し、この管15に流れる水が舗装断面内を水平方向に
拡散するような構成とすることによって、サンドクッシ
ョン5内に比較的短時間に満遍なく水分を供給すること
ができ、その水分を舗装ブロック3が吸水して路面を湿
潤状態に保つことができる。
(C) Instead of conducting water through the non-woven fabric 4 from the lower part or the side of the pavement block 3, FIG.
A model in which a pipe or a porous pipe 15 having a hole for water diffusion is buried in the upper sand cushion 5 and water is diffused in a horizontal direction through the sand cushion 5 and the nonwoven fabric 4 thereunder. FIG. In this case, a suitable number of pipes or porous pipes 15 are buried at appropriate intervals, and the water flowing through the pipes 15 is configured to diffuse in the pavement cross section in the horizontal direction. Moisture can be supplied evenly in a relatively short time, and the pavement block 3 absorbs the water to keep the road surface in a wet state.

【0027】さて、透水性舗装材として、透水性アスフ
ァルトを用いる場合には、例えば、下層路盤上に防水シ
ートを敷設し、その上に不織布を敷設し、その上部に上
層路盤を構成する透水性改質アスファルトを積層状態に
施工し、更にその上部に基層、中間層を構成する透水性
高粘度改質アスファルトを積層状態でそれぞれ施工し、
最後に表層を構成する透水性高粘度改質アスファルトを
施工することで、舗装が完成し、この発明の湿潤性舗装
システムを適用することができる。
When water-permeable asphalt is used as the water-permeable pavement material, for example, a waterproof sheet is laid on a lower roadbed, a nonwoven fabric is laid thereon, and an upper roadbed is formed on the upper part. The modified asphalt is constructed in a laminated state, and the base layer and the middle layer are further constructed in a laminated state with the water-permeable high-viscosity modified asphalt,
Finally, the pavement is completed by applying the water-permeable high-viscosity modified asphalt constituting the surface layer, and the wet pavement system of the present invention can be applied.

【0028】なお、この発明の湿潤性舗装システムは、
上記実施例の実施の態様のものに限定されるものではな
く、各請求項に記載された構成の範囲内において、種々
の態様のものを採用することができる。
The wet pavement system of the present invention
The present invention is not limited to the above embodiments, and various embodiments can be adopted within the scope of the configuration described in each claim.

【0029】例えば、不織布4に替えて種々の導水部材
を使用することができる。すなわち、天然繊維または化
学繊維からなる織布、高吸水性ポリマーの単体、高吸水
性ポリマーを含んだシート状の布、多孔質の化学樹脂な
どの素材を用いることができる。
For example, various water guide members can be used in place of the nonwoven fabric 4. That is, materials such as a woven fabric made of natural fibers or chemical fibers, a single superabsorbent polymer, a sheet-like cloth containing a superabsorbent polymer, and a porous chemical resin can be used.

【0030】また、舗装ブロック3の下に敷設される不
織布4は、所定部材2上の全面に亘ってびっしりと敷設
してもよいし、網目状構造または架橋構造等の形態でま
ばらに不織布4を連結するように敷設してもよい。
The nonwoven fabric 4 laid under the pavement block 3 may be closely laid over the entire surface of the predetermined member 2, or may be sparsely laid in a mesh structure or a crosslinked structure. May be laid so as to be connected.

【0031】さらに、道路ではなく、イベント会場など
のある程度広い場所にこの発明の湿潤性舗装システムを
適用する場合には、貯水槽6を碁盤の目状に施工する
か、所定面積のエリアごとにスポット的に地下に埋設し
た容器状の貯水槽を設けて、そこから放射状に舗装表面
に向けて導水されるよう不織布を敷設するなどの構成と
する。
Further, when the wet pavement system of the present invention is applied to a rather large place such as an event venue instead of a road, the water storage tank 6 may be constructed in a grid pattern or may be provided for each area having a predetermined area. A container-like water storage tank buried underground as a spot is provided, and a nonwoven fabric is laid so that water is radially guided toward the pavement surface from there.

【0032】加えて、貯水槽6内にセンサを設け、水量
が少なくなった時点で雨水貯留槽9から給水ポンプを使
って貯水槽6内に給水するようにしてもよい。また、晴
天日が続き、貯水槽6も雨水貯留槽9も干上がってしま
ったような場合には、上水道、または中水を利用し、貯
水槽6に強制給水するようにしてもよい。
In addition, a sensor may be provided in the water storage tank 6 to supply water from the rainwater storage tank 9 to the water storage tank 6 by using a water supply pump when the amount of water is reduced. Further, in the case where the sunny day continues and both the water storage tank 6 and the rainwater storage tank 9 have dried up, the water storage tank 6 may be forcibly supplied with water by using water supply or medium water.

【0033】[0033]

【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、舗装表面の湿潤状態が維持される。従っ
て、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
採用すれば、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、人々に不快感を与え
ることもない。例えば、夏期に通常の乾燥した舗装表面
では60℃に近い時であっても、この発明の湿潤性舗装
システムを適用すれば、地表面の温度を30℃程度に抑
えることも可能である。また、比較的簡単な構成である
ため、人工地盤や建物屋上への適用も容易である。
As explained in detail above, according to the wet pavement system of the present invention, the surface of the pavement is kept moist, so that the wet state of the pavement surface is maintained. Therefore, if this wet pavement system is adopted in places where people gather, such as sidewalks, open vacant lots, parks, event venues, leisure land, etc., it is possible to reduce the reflection and radiant heat from the pavement surface, suppress the temperature rise on the ground surface, and It does not cause any discomfort. For example, even when the temperature is close to 60 ° C. on a normal dry pavement surface in summer, the temperature of the ground surface can be suppressed to about 30 ° C. by applying the wet pavement system of the present invention. In addition, since the configuration is relatively simple, application to an artificial ground or a building roof is also easy.

【0034】さらに、路面に散水する必要がないため、
スプリンクラなどの散水設備が不要であるとともに無駄
な水を使うこともない。加えて、雨水や雪解け水を有効
利用して貯水槽に供給することにより、運用コストを削
減することができる。また、貯水槽が地表に向けて開口
され、または開口可能であるため、清掃などのメンテナ
ンスがしやすいことはもとより、貯水量を実際に目で確
かめることができる。
Further, since there is no need to spray water on the road surface,
There is no need for sprinklers or other watering equipment, and no wasted water is used. In addition, operating costs can be reduced by effectively utilizing rainwater and snowmelt water and supplying it to the water storage tank. Further, since the water storage tank is opened or can be opened to the surface of the ground, maintenance such as cleaning is easy, and the amount of stored water can be actually checked visually.

【0035】それに止まらず、貯水槽内部の水の量や温
度を各種センサを設けるなどして監視し適宜調整するこ
とにより、舗装表面の状態を制御することができる。す
なわち、梅雨時には貯水槽内の水量を少なく設定してお
き、夏期の照り返しの強い日には多めに設定しておくこ
とは勿論、冬期には温泉水などの温水を使って路面の凍
結を防止したり、夏期には、井戸水などの冷水を使って
地表面の温度上昇の抑制効果を高めるなど、極めて有用
な効果を得ることができる。
In addition to this, the condition of the pavement surface can be controlled by monitoring and appropriately adjusting the amount and temperature of water in the water storage tank by providing various sensors. In other words, during the rainy season, the amount of water in the water tank should be set low, and on summer days when there is a strong glare, it should be set large, and in winter, hot water such as hot spring water can be used to prevent the road surface from freezing. In the summer, extremely useful effects can be obtained, such as using cold water such as well water to enhance the effect of suppressing the rise in the temperature of the ground surface.

【0036】そして、貯水槽や雨水貯留槽は防火用水と
しても利用可能である。また、この湿潤性舗装システム
を利用しない場合、例えば、寒冷地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、貯
水槽を開放することにより、不織布を代表とする導水部
材が排水機能を果たし、路面を乾燥状態にすることがで
きる。
The water storage tank and the rainwater storage tank can also be used as fire water. Further, when the wet pavement system is not used, for example, in order to prevent the road surface from freezing in a cold region, and when the road surface is not brought into a wet state, by opening the water storage tank, a water guide member represented by a nonwoven fabric is used. Performs a drainage function, and can make the road surface dry.

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

【図1】この発明の一実施形態にかかる湿潤性舗装シス
テムの概略断面図である。
FIG. 1 is a schematic sectional view of a wet pavement system according to an embodiment of the present invention.

【図2】同上の湿潤性舗装システムを適用する場所によ
って舗装構造が異なることを示した図である。
FIG. 2 is a view showing that a pavement structure is different depending on a place where the wet pavement system is applied.

【図3】同上の湿潤性舗装システムにおいて舗装断面を
流れる水の移動の様子を模式的に示した図である。
FIG. 3 is a diagram schematically showing a state of movement of water flowing through a pavement section in the wet pavement system according to the first embodiment.

【符号の説明】[Explanation of symbols]

1 被舗装面 2 所定部材 2a 降雨時に透水する材料(透水材) 2b 防水シート 3 舗装ブロック 4 不織布 5 サンドクッション 6 貯水槽 7 蓋(透水蓋) 8 導水管 9 雨水貯留槽 DESCRIPTION OF SYMBOLS 1 Paved surface 2 Predetermined member 2a Material which permeates at the time of rain (water permeable material) 2b Waterproof sheet 3 Pavement block 4 Nonwoven fabric 5 Sand cushion 6 Water storage tank 7 Lid (permeable lid) 8 Water guide pipe 9 Rainwater storage tank

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 舗装表面を湿潤状態に保持することがで
きる湿潤性舗装システムであって、 舗装表面を形成し吸水機能を有する透水性舗装材と、地
表に開口されまたは開口可能な貯水槽と、この貯水槽と
前記透水性舗装材との間を導水可能に接続する導水部材
とを備えたことを特徴とする湿潤性舗装システム。
1. A wet pavement system capable of holding a pavement surface in a wet state, comprising: a water-permeable pavement material forming a pavement surface and having a water-absorbing function; and a water tank opened or openable on the ground surface. And a water guiding member that connects the water storage tank and the permeable pavement so as to be able to conduct water.
【請求項2】 前記導水部材の下部に透水材を敷設した
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 wet pavement system according to claim 1, wherein a water permeable material is laid under the water guiding member.
【請求項3】 前記導水部材の下部に防水シートを敷設
した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。
3. The wet pavement system according to claim 1, wherein a waterproof sheet is laid under the water guide member.
【請求項4】 前記透水性舗装材として舗装ブロックを
用いるとともに、前記導水部材は、当該舗装ブロックの
下部または目地に設けられ、かつ、前記貯水槽まで延設
されていることを特徴とする請求項1〜3のいずれかに
記載の湿潤性舗装システム。
4. A pavement block is used as the permeable pavement material, and the water guide member is provided at a lower portion or joint of the pavement block and extends to the water storage tank. Item 4. The wet pavement system according to any one of Items 1 to 3.
【請求項5】 雨水貯留槽と、この雨水貯留槽から前記
貯水槽に給水するための給水機構とを備えたことを特徴
とする請求項1〜4のいずれかに記載の湿潤性舗装シス
テム。
5. The wet pavement system according to claim 1, further comprising a rainwater storage tank, and a water supply mechanism for supplying water from the rainwater storage tank to the water storage tank.
【請求項6】 前記透水性舗装材と前記導水部材との間
または該透水性舗装材に埋設された水拡散用の穴の開い
た配管または多孔質管を備えたことを特徴とする請求項
1〜5のいずれかに記載の湿潤性舗装システム。
6. A pipe having a hole for water diffusion or a porous pipe embedded between the water-permeable pavement material and the water-guiding member or embedded in the water-permeable pavement material. The wet pavement system according to any one of claims 1 to 5.
JP26062397A 1997-09-25 1997-09-25 Wet pavement system Expired - Lifetime JP3496475B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26062397A JP3496475B2 (en) 1997-09-25 1997-09-25 Wet pavement system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26062397A JP3496475B2 (en) 1997-09-25 1997-09-25 Wet pavement system

Publications (2)

Publication Number Publication Date
JPH11100803A true JPH11100803A (en) 1999-04-13
JP3496475B2 JP3496475B2 (en) 2004-02-09

Family

ID=17350502

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Link
JP (1) JP3496475B2 (en)

Cited By (11)

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Publication number Priority date Publication date Assignee Title
JP2001011804A (en) * 1999-06-28 2001-01-16 Taiheiyo Cement Corp Concrete member for pavement and pavement structure
JP2003155703A (en) * 2001-11-22 2003-05-30 Kawasaki Steel Corp Pavement provided with both water permeability/water draining capability and water retentivity and its construction method
JP2003160906A (en) * 2001-11-26 2003-06-06 Kawasaki Steel Corp Pavement with both permeable/drainable and water retentive functions, and method for its work execution
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Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001011804A (en) * 1999-06-28 2001-01-16 Taiheiyo Cement Corp Concrete member for pavement and pavement structure
KR100386819B1 (en) * 2001-01-20 2003-06-09 극동엔지니어링(주) A watering apparatus for an asphalt concrete paved road
JP2003155703A (en) * 2001-11-22 2003-05-30 Kawasaki Steel Corp Pavement provided with both water permeability/water draining capability and water retentivity and its construction method
JP2003160906A (en) * 2001-11-26 2003-06-06 Kawasaki Steel Corp Pavement with both permeable/drainable and water retentive functions, and method for its work execution
JP2004300881A (en) * 2003-04-01 2004-10-28 Kajima Corp Wettable pavement system
JP2006104889A (en) * 2004-10-08 2006-04-20 Heitaro Tachikawa Pavement cooling system
JP2006161343A (en) * 2004-12-06 2006-06-22 Taisei Corp Water-retentive pavement system
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JP2009197388A (en) * 2008-02-19 2009-09-03 Furukawa Electric Co Ltd:The Water sprinkling structural body, water sprinkling system using the water sprinkling structural body, and method for operating the water sprinkling system
JP2012082593A (en) * 2010-10-08 2012-04-26 Univ Of Fukui Heat exchange structure in pavement part and water conduction plate used for the same
JP2012102530A (en) * 2010-11-10 2012-05-31 Taisei Corp Water retaining block and water retaining structure
JP2019004710A (en) * 2017-06-21 2019-01-17 東京インキ株式会社 Ground structure in agricultural house and construction method of ground structure

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