JP2000319803A - Water permeable pavement slab - Google Patents
Water permeable pavement slabInfo
- Publication number
- JP2000319803A JP2000319803A JP11126994A JP12699499A JP2000319803A JP 2000319803 A JP2000319803 A JP 2000319803A JP 11126994 A JP11126994 A JP 11126994A JP 12699499 A JP12699499 A JP 12699499A JP 2000319803 A JP2000319803 A JP 2000319803A
- Authority
- JP
- Japan
- Prior art keywords
- road
- pavement
- drainage
- water
- face
- 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
Links
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Road Paving Structures (AREA)
Abstract
Description
【0001】[0001]
【発明が属する技術分野】この発明は、道路舗装面に連
続的に敷設して降雨時や雪解け時の路面の排水を良好に
するようにした透水性舗装版に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a permeable pavement plate which is continuously laid on a pavement surface of a road to improve drainage of the road surface during rainfall and thaw.
【0002】[0002]
【従来の技術】一般に道路舗装工事は、掘削して輾圧し
た路盤上にコンクリートを打設し、その表面を平らに均
した後に養生硬化するか、あるいはアスファルトを打設
してロードローラーなどで均一に輾圧することにより路
面を造成している。2. Description of the Related Art In general, road pavement work involves placing concrete on the excavated and compacted roadbed, leveling its surface and then curing it, or placing asphalt and casting it with a road roller. The road surface is created by uniform pressing.
【0003】しかしこのような現場打ちコンクリートや
アスファルトによる工事では、材料を打設して表面を均
した上で、養生硬化や輾圧などの行程を要し、それだけ
工期が長くなるという問題がある。[0003] However, such a construction using cast-in-place concrete or asphalt requires a process such as curing and hardening after setting the material and leveling the surface, resulting in a problem that the construction period becomes longer. .
【0004】そのため従来、工場で製造したプレキャス
トコンクリート版を連続的に敷設することにより、工期
を短縮する舗装工事も実施されているが、従来のプレキ
ャストコンクリートによる道路舗装版はコンクリートで
一体に成型され、透水性がないものであった。[0004] Conventionally, pavement work has been carried out to shorten the construction period by continuously laying precast concrete slabs manufactured in a factory. However, conventional road pavement slabs made of precast concrete are integrally formed of concrete. And had no water permeability.
【0005】[0005]
【発明が解決しようとする課題】解決しようとする問題
点は、プレキャストコンクリート版の敷設による道路で
は降雨時に路面に水が貯まり、スリップ事故や追突事故
などを誘発しやすいという点である。A problem to be solved is that water is accumulated on the road surface during rainfall on a road on which a precast concrete slab is laid, which easily causes a slip accident, a rear-end collision accident and the like.
【0006】[0006]
【課題を解決するための手段】この発明は上記従来の課
題を解決するために、上面に排水部に向かって下り勾配
をなす傾斜面を設けたコンクリート基盤の上に、上面が
水平面となるように透水性舗装材を積層した舗装版とす
ることにより、この舗装版を連続的に敷設して造成した
道路において、雨水を透水性舗装材を透過させて、コン
クリート基盤上の傾斜面から排水部に確実に流下排出
し、各舗装版から排出した排出水を容易に集水して処理
できるようにしたものである。SUMMARY OF THE INVENTION In order to solve the above-mentioned conventional problems, the present invention provides a concrete base having an upper surface provided with a slope inclined downward toward a drainage portion, so that the upper surface is horizontal. By making the paving slab a laminate of permeable pavement material on the road, rainwater can pass through the permeable pavement material on the road created by continuously laying this pavement plate, and drainage from the slope on the concrete base This ensures that the water discharged from each pavement plate can be collected and treated easily.
【0007】[0007]
【発明の実施の形態】舗装版は、コンクリート基盤とそ
の上に上面が水平面となるように積層した透水性アスフ
ァルトなどの透水性舗装材層とから方形板状に成形され
ている。DESCRIPTION OF THE PREFERRED EMBODIMENTS A pavement slab is formed in a square plate shape from a concrete base and a layer of water-permeable pavement material such as water-permeable asphalt laminated on the concrete base so that the upper surface becomes a horizontal surface.
【0008】コンクリート基盤にはその上面に排水部に
向かって下り勾配をなす傾斜面が設けられ、透水性舗装
材を透過した雨水を傾斜面から排水部に確実に流下排出
し、各舗装版から排出した排出水を容易に集水して処理
できるなっている。[0008] The concrete base is provided with an inclined surface having a downward slope toward the drainage portion on the upper surface thereof. Rainwater that has passed through the permeable pavement material is surely drained and discharged from the inclined surface to the drainage portion. The discharged effluent can be easily collected and treated.
【0009】[0009]
【実施例】舗装版1は、鉄筋コンクリートで成形された
コンクリート基盤2と、その上に上面が水平面となるよ
うに積層した透水性アスファルトなどの透水性舗装材層
3とから方形板状に成形されている。DESCRIPTION OF THE PREFERRED EMBODIMENTS A pavement slab 1 is formed in a square plate shape from a concrete base 2 formed of reinforced concrete and a permeable pavement material layer 3 such as permeable asphalt laminated on the concrete base 2 so that the upper surface thereof is horizontal. ing.
【0010】コンクリート基盤1にはその上面に排水部
4に向かって下り勾配をなす傾斜面5が設けられ、透水
性舗装材層3を透過した雨水を傾斜面から排水部に確実
に流下排出し、各舗装版1から排出した排出水を確実に
集水して容易に排水処理できるなっている。The concrete base 1 is provided with an inclined surface 5 having a downward slope toward the drain portion 4 on the upper surface thereof, and the rainwater that has passed through the permeable pavement layer 3 is reliably discharged from the inclined surface to the drain portion. In addition, the water discharged from each paving slab 1 can be reliably collected and easily drained.
【0011】図1、図2に示す第一実施例においては、
コンクリート基盤2の傾斜面5をその一側縁から反対側
の他側縁にかけて形成したもので、この舗装版1を前後
に一連に敷設することによってその他側縁側に一連の排
水部4,4・・が形成され、この排水部4,4・・に沿
ってU字溝などの排水溝を設置することにより、透過排
水を舗装版1の一側縁に集水して排水溝に容易に排出処
理することが可能となる。In the first embodiment shown in FIGS. 1 and 2,
The inclined surface 5 of the concrete base 2 is formed from one side edge to the other side edge on the opposite side. By laying the pavement slab 1 back and forth in series, a series of drainage parts 4, 4,. Are formed, and by installing drainage grooves such as U-shaped grooves along the drainage portions 4, 4,..., Permeated drainage is collected at one side edge of the pavement plate 1 and easily discharged to the drainage grooves. It can be processed.
【0012】図3、図4に示す第二実施例においてはコ
ンクリート基盤2の傾斜面5をその両側縁から中央部に
かけてV字型に形成し、その中央に一連の排水溝状の排
水部4,4・・、およびこの排水部4からコンクリート
基盤2の側縁に向かって横向の排出路4’を設けたもの
で、この舗装版1を前後に一連に敷設することによって
中央部に一連の排水部4,4が形成され、排出路4’の
終端側の側縁に沿ってU字溝などの排水溝を設置するこ
とにより、透過排水を舗装版1の中央部に集水して各排
出路4’から排水溝に容易に排出処理することが可能と
なる。In the second embodiment shown in FIGS. 3 and 4, the inclined surface 5 of the concrete base 2 is formed in a V-shape from both side edges to the center, and a series of drain grooves 4 is formed at the center. , 4, ..., and a drainage path 4 'is provided laterally from the drainage section 4 toward the side edge of the concrete base 2. By laying the paving slab 1 back and forth in series, a series of Drainage parts 4 and 4 are formed, and a drainage groove such as a U-shaped groove is installed along the side edge on the terminal side of the discharge passage 4 ′, so that permeated drainage is collected at the center of the pavement plate 1 and It is possible to easily perform the discharge process from the discharge path 4 'to the drain.
【0013】なお、傾斜面5や排水部4などの形成態様
は上記実施例に限定されるものではなく、施工する道路
の設計に応じて他の様々な態様に形成することができ
る。The manner of forming the inclined surface 5 and the drainage section 4 is not limited to the above embodiment, but can be formed in various other forms according to the design of the road to be constructed.
【0014】[0014]
【発明の効果】以上の通りこの発明によれば、この発明
の舗装版を連続的に敷設して道路を造成することによ
り、簡易な作業で短期間に排水性の良い道路を施工する
ことができると共に、雨水を透水性舗装材を透過させ
て、コンクリート基盤上の傾斜面から排水部に確実に流
下排出し、各舗装版から排出した排出水を別途設置した
U字溝などの排水溝などに容易に集水して処理すること
ができる。As described above, according to the present invention, a pavement slab of the present invention is continuously laid to form a road. In addition, rainwater can pass through the permeable pavement material and drain down reliably from the slope on the concrete base to the drainage section. Drainage drains such as U-shaped ditch where drainage discharged from each pavement plate is separately installed Water can be easily collected and processed.
【図1】この発明の第一実施例を示す斜視図である。FIG. 1 is a perspective view showing a first embodiment of the present invention.
【図2】この発明の第一実施例を示す縦断正面図であ
る。FIG. 2 is a vertical sectional front view showing the first embodiment of the present invention.
【図3】この発明の第二実施例を示す斜視図である。FIG. 3 is a perspective view showing a second embodiment of the present invention.
【図4】この発明の第二実施例を示す縦断正面図であ
る。FIG. 4 is a vertical sectional front view showing a second embodiment of the present invention.
【符号の説明】 1 舗装版 2 コンクリート基盤 3 透水性舗装材層 4 排水部 4’ 排出路 5 傾斜面[Description of Signs] 1 Paving slab 2 Concrete foundation 3 Permeable pavement material layer 4 Drainage part 4 'Drainage channel 5 Slope
Claims (1)
傾斜面を設けたコンクリート基盤の上に、上面が水平面
となるように透水性アスファルトなどの透水性舗装材を
積層して成ることを特徴とする透水性舗装版。1. A permeable pavement material such as permeable asphalt is laminated on a concrete base having an upper surface provided with an inclined surface forming a downward slope toward a drainage portion so that the upper surface becomes a horizontal surface. Characteristic permeable pavement plate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11126994A JP2000319803A (en) | 1999-05-07 | 1999-05-07 | Water permeable pavement slab |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11126994A JP2000319803A (en) | 1999-05-07 | 1999-05-07 | Water permeable pavement slab |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2000319803A true JP2000319803A (en) | 2000-11-21 |
Family
ID=14949042
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11126994A Pending JP2000319803A (en) | 1999-05-07 | 1999-05-07 | Water permeable pavement slab |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2000319803A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007217885A (en) * | 2006-02-14 | 2007-08-30 | Kinji Takeuchi | Drainage structure |
GB2510006A (en) * | 2013-08-30 | 2014-07-23 | Gripsure Uk Ltd | Non-slip decking system |
CN111764219A (en) * | 2020-05-27 | 2020-10-13 | 北京建筑大学 | Water permeable pavement structure and water permeable pavement method |
-
1999
- 1999-05-07 JP JP11126994A patent/JP2000319803A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007217885A (en) * | 2006-02-14 | 2007-08-30 | Kinji Takeuchi | Drainage structure |
GB2510006A (en) * | 2013-08-30 | 2014-07-23 | Gripsure Uk Ltd | Non-slip decking system |
WO2015028796A3 (en) * | 2013-08-30 | 2015-06-18 | Gripsure (Uk) Limited | Decking system |
GB2510006B (en) * | 2013-08-30 | 2017-03-22 | Gripsure (Uk) Ltd | Decking System |
CN111764219A (en) * | 2020-05-27 | 2020-10-13 | 北京建筑大学 | Water permeable pavement structure and water permeable pavement method |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 20031226 |