JPH11280006A - Pavement material for draining elastic pavement, and draining elastic pavement structure - Google Patents

Pavement material for draining elastic pavement, and draining elastic pavement structure

Info

Publication number
JPH11280006A
JPH11280006A JP10084039A JP8403998A JPH11280006A JP H11280006 A JPH11280006 A JP H11280006A JP 10084039 A JP10084039 A JP 10084039A JP 8403998 A JP8403998 A JP 8403998A JP H11280006 A JPH11280006 A JP H11280006A
Authority
JP
Japan
Prior art keywords
pavement
pavement material
drainage
elastic
drainable
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP10084039A
Other languages
Japanese (ja)
Inventor
Toshiaki Imaeda
稔明 今枝
Hideaki Tanahashi
英明 棚橋
Tetsuji Narasaki
徹司 楢崎
Masaaki Hamada
真彰 濱田
Hiroyuki Noda
博之 野田
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.)
Sumitomo Riko Co Ltd
Original Assignee
Sumitomo Riko Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sumitomo Riko Co Ltd filed Critical Sumitomo Riko Co Ltd
Priority to JP10084039A priority Critical patent/JPH11280006A/en
Publication of JPH11280006A publication Critical patent/JPH11280006A/en
Pending 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
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

Landscapes

  • Road Paving Structures (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a pavement material for a draining elastic pavement, having high adhesive force to a roadbed and excellent in performance for draining water impregnated in the material in raining. SOLUTION: Drain grooves 11 each of which has the semicircular section are provided on a contact surface 10b side to a roadbed 13, in a pavement material 10. The drain grooves are so inclined as to be prevented from being simultaneously trampled by both wheels of a vehicle, and they are provided at such angles that the wheel on the road center C side passes the drain groove earlier than the wheel on the road shoulder K side. The pavement material is fixed by being bonded to the roadbed provided on the ground surface 14 by using adhesives 12. Since a time lag is generated in pressing of both wheels of the vehicle to the drain grooves, water in the drain grooves can be efficiently drained by both right and left wheels, and water in the pavement material can be efficiently drained. Therefore, water can be restrained from rising to the surface of the pavement material caused by traveling of the vehicle, strength of the pavement material is secured, and the coefficient of friction in braking can be prevented from being deteriorated.

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】本発明は、一般道路等に用い
られる排水性弾性舗装用舗装材及びこれを用いた排水性
弾性舗装構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage elastic pavement material used for general roads and the like, and a drainage elastic pavement structure using the same.

【0002】[0002]

【従来の技術】従来、この種の排水性弾性舗装用の舗装
材としては、例えば特開昭63−315708号公報に
示すように、自動車の廃棄タイヤ等のゴム製品を粉砕し
たゴムチップ等の弾性骨材に、ウレタン、エポキシ等の
バインダを混ぜて成形したものが知られている。この舗
装材は、ゴム材を用いていることにより、通常のアスフ
ァルト舗装に比べて弾性があると共に柔らかく、また、
成形時に、数10%の空隙率とすることにより、高い透
水性が得られると共に、かかる空隙により車両から伝播
する特定の周波数の音を吸収でき、交通騒音の大幅な低
減が可能になる、といった優れた特性を備えている。
2. Description of the Related Art Conventionally, as a pavement material for this kind of drainable elastic pavement, for example, as disclosed in Japanese Patent Application Laid-Open No. 63-315708, an elastic material such as rubber chips obtained by pulverizing rubber products such as automobile waste tires is disclosed. There is known an aggregate obtained by mixing a binder such as urethane or epoxy with an aggregate. This pavement material is elastic and softer than normal asphalt pavement by using rubber material, and
By setting the porosity to several tens of percent during molding, high water permeability can be obtained, and sound of a specific frequency transmitted from the vehicle can be absorbed by the gap, so that traffic noise can be significantly reduced. Has excellent properties.

【0003】[0003]

【発明が解決しようとする課題】しかし、舗装材を一般
道路用として使用する場合、降雨時等に、舗装材内部の
水が完全に排水されないため、車両の走行時の荷重によ
り弾性舗装路面がたわみ、車輪の周りに水が浮き出てき
て、制動時の路面の摩擦係数を低下させるといった問題
があった。さらに、路盤との接着力が高いことが必要で
あるが、従来の舗装材については、舗装材内部の水が完
全に排水されないため、路盤と舗装材間の接着性を低下
させ、長期の接着信頼性が確保できなかった。これに対
し、舗装材の排水性能を向上させるためには、舗装材の
上記空隙率を上げる必要があるが、空隙率を上げること
により、上記のように舗装材自体の強度が低下すると共
に、剛性も低下することになる。
However, when the pavement material is used for a general road, the water inside the pavement material is not completely drained at the time of rain or the like. There is a problem in that the water floats around the wheels and the friction coefficient of the road surface during braking decreases. Furthermore, it is necessary to have a high adhesive strength to the roadbed.However, with conventional pavement materials, since the water inside the pavement material is not completely drained, the adhesion between the roadbed and the Reliability could not be secured. On the other hand, in order to improve the drainage performance of the pavement material, it is necessary to increase the porosity of the pavement material, but by increasing the porosity, the strength of the pavement material itself decreases as described above, The stiffness will also decrease.

【0004】また、上記舗装材は、空隙率を数10%と
高くすることにより、その剛性が低下し、そのために走
行車両の車輪の舗装材への沈み込みが大きくなり、その
結果、車両の操縦安定性が損なわれるという問題があ
る。そのため、空隙率ではない他の特性により、車両の
舗装材への沈み込みの問題を考慮する必要がある。以上
に説明したような問題があるために、排水性弾性舗装材
は、広く一般自動車道や高速道路の舗装に採用されるに
は至っていない。本発明は、上記した問題を解決しよう
とするもので、降雨時等に内部にしみ込んだ水の排水性
に優れ、かつ路盤との接着力が高い排水性弾性舗装用舗
装材及び排水性弾性舗装構造を提供することを目的とす
る。
[0004] Further, by increasing the porosity of the pavement material to several tens of percent, the rigidity of the pavement material is reduced, so that the sinking of the wheels of the traveling vehicle into the pavement material is increased, and as a result, There is a problem that steering stability is impaired. Therefore, it is necessary to consider the problem of sinking into the pavement material of the vehicle due to other characteristics other than the porosity. Due to the above-described problems, the drainable elastic pavement material has not been widely used for paving general motorways or expressways. An object of the present invention is to solve the above-mentioned problems, and to provide a drainage elastic pavement pavement material and a drainage elastic pavement which have excellent drainage of water penetrating into the interior during rainfall and the like, and have high adhesion to a roadbed. The purpose is to provide a structure.

【0005】[0005]

【課題を解決するための手段及び発明の効果】上記目的
を達成するために、上記請求項1の発明の構成上の特徴
は、弾性骨材にバインダを混合した素材を型成形するこ
とにより形成され、道路の路盤に接着されて排水性弾性
舗装を形成する板状の舗装材であって、路盤との接触面
側に排水溝を設けたことにある。
Means for Solving the Problems and Effects of the Invention In order to achieve the above object, the constitutional feature of the first aspect of the present invention is that the material is formed by molding a material obtained by mixing a binder with an elastic aggregate. And a plate-like pavement material adhered to a roadbed of a road to form a drainable elastic pavement, wherein a drain groove is provided on a contact surface side with the roadbed.

【0006】上記のように構成した請求項1の発明にお
いては、舗装材の路盤との接触面に排水溝を設けたこと
により、降雨時等に、舗装材に吸収された水の排水が排
水溝によって効率よく行われ、車両の走行時に舗装材か
らの水の浮き出しを抑えることができる。その結果、請
求項1の発明によれば、制動時の路面の摩擦係数の低下
を抑制でき、ハイドロプレーニング現象を抑えることが
できる。また、排水が円滑に行われることにより、舗装
材の強度及び路盤との接着強度の低下を抑えることがで
きる。
According to the first aspect of the present invention, the drainage grooves are provided on the contact surface of the pavement material with the roadbed, so that the drainage water absorbed by the pavement material is drained during rainfall or the like. It is efficiently performed by the groove, and the emergence of water from the paving material can be suppressed when the vehicle is running. As a result, according to the first aspect of the present invention, a decrease in the friction coefficient of the road surface during braking can be suppressed, and the hydroplaning phenomenon can be suppressed. Further, since the drainage is performed smoothly, it is possible to suppress a decrease in the strength of the pavement material and the adhesive strength with the roadbed.

【0007】また、上記請求項2の発明の構成上の特徴
は、前記請求項1に記載の排水性弾性舗装用舗装材にお
いて、排水溝が、車両走行方向に対して所定角度で傾斜
し、車両の両側車輪が排水溝を同時に踏まないように配
置されていることにある。
[0007] Further, a structural feature of the invention according to claim 2 is that in the paving material for drainable elastic pavement according to claim 1, the drain groove is inclined at a predetermined angle with respect to the vehicle traveling direction. That is, both wheels of the vehicle are arranged so as not to step on the drainage groove at the same time.

【0008】上記のように構成した請求項2の発明にお
いては、車両の両側車輪の排水溝への押圧に時間差を設
けたことにより、左右両輪により排水溝内の水を効率よ
く押し出すことができ、舗装材内の水を効率よく排水す
ることができる。その結果、請求項2の発明によれば、
上記請求項1の発明の効果に加えて、車両走行時におけ
る路面への水の浮き出しを抑制でき、制動時の摩擦係数
の低下をさらに効果的に抑制できる。
According to the second aspect of the present invention, since there is a time difference between the pressing of the two wheels of the vehicle to the drain groove, the water in the drain groove can be efficiently pushed out by the left and right wheels. In addition, the water in the pavement material can be efficiently drained. As a result, according to the invention of claim 2,
In addition to the effect of the first aspect of the present invention, it is possible to suppress the emergence of water on the road surface when the vehicle is running, and it is possible to more effectively suppress the decrease in the friction coefficient during braking.

【0009】また、上記請求項3の発明の構成上の特徴
は、前記請求項2に記載の排水性弾性舗装用舗装材にお
いて、排水溝の所定角度が、車両の道路センター側の車
輪が道路路肩側の車輪より先に排水溝を通過する角度で
あることにある。上記のように構成した請求項3の発明
においては、上記請求項2の発明の効果に加えて、左右
両輪により排水溝内の水を路肩側に効率よく押し出すこ
とができ、舗装材内の水を効率よく排水することができ
る。
According to a third aspect of the present invention, there is provided the paving material for drainable elastic pavement according to the second aspect, wherein the predetermined angle of the drain groove is such that the wheel on the road center side of the vehicle is on the road. It is the angle that passes through the drainage ditch before the roadside wheel. In the invention of claim 3 configured as described above, in addition to the effect of the invention of claim 2, water in the drainage can be efficiently pushed out to the road shoulder side by the left and right wheels, and the water in the pavement material can be pushed out. Can be efficiently drained.

【0010】また、上記請求項4の発明の構成上の特徴
は、前記請求項1から請求項3のいずれかに記載の排水
性弾性舗装用舗装材において、排水溝がその長さ方向の
一端側から他端側にかけて断面積が大きくなるようにさ
れたことにある。上記のように構成した請求項4の発明
においては、上記請求項1,2,3の発明の効果に加え
て、排水溝の長さ方向の一端側から他端側に向けての排
水を効率よく行うことができる。例えば一端側を道路の
センター側とし、他端側を路肩側とすることにより、セ
ンター側から路肩側への排水を円滑に行うことができ
る。
According to a fourth aspect of the present invention, there is provided the pavement material for drainable elastic pavement according to any one of the first to third aspects, wherein the drainage groove has one end in the longitudinal direction. The cross-sectional area increases from the side to the other end. In the fourth aspect of the present invention, in addition to the effects of the first, second, and third aspects, the drainage from the one end in the length direction of the drainage groove to the other end is efficiently performed. Can do well. For example, by setting one end to the center of the road and the other end to the shoulder of the road, drainage from the center to the shoulder of the road can be performed smoothly.

【0011】また、上記請求項5の発明の構成上の特徴
は、前記請求項1から請求項3のいずれかに記載の排水
性弾性舗装用舗装材において、排水溝が複数の部分に区
分けされ、各部分における長さ方向の各一端側から各他
端側にかけて断面積が大きくなるようにされたことにあ
る。上記のように構成した請求項5の発明においては、
上記請求項1,2,3の発明の効果に加えて、排水溝の
長さ方向の一端側から他端側に向けての排水を効率よく
行うことができると共に、排水溝が区分けされた単位部
分が繰り返して設けられたことにより、他端側から一端
側への水の逆流を防止することができる。
According to a fifth aspect of the present invention, in the pavement material for drainable elastic pavement according to any one of the first to third aspects, the drain groove is divided into a plurality of portions. The cross-sectional area of each part is increased from one end to the other end in the length direction. In the invention of claim 5 configured as described above,
In addition to the effects of the first, second, and third aspects of the present invention, drainage can be efficiently performed from one end side to the other end side in the length direction of the drainage groove, and the drainage groove is divided into units. Since the portions are provided repeatedly, backflow of water from the other end to the one end can be prevented.

【0012】また、上記請求項6の発明の構成上の特徴
は、前記請求項1から請求項5のいずれかに記載の排水
性弾性舗装用舗装材において、ばね定数が30〜120
kgf/mmであることにある。なお、ばね定数は、4
0〜100kgf/mmであることがさらに好ましい。
上記のように構成した請求項6の発明においては、請求
項1、2、3、4、5の発明の効果に加えて、車輪の沈
み込みも少なくでき、かつ良好な騒音吸収性及び排水性
が得られる。
According to a sixth aspect of the present invention, in the paving material for drainable elastic pavement according to any one of the first to fifth aspects, the spring constant is 30 to 120.
kgf / mm. The spring constant is 4
More preferably, it is 0 to 100 kgf / mm.
According to the sixth aspect of the invention configured as described above, in addition to the effects of the first, second, third, fourth and fifth aspects, the sinking of the wheel can be reduced, and good noise absorption and drainage properties can be obtained. Is obtained.

【0013】また、上記請求項7の発明の構成上の特徴
は、前記請求項1から請求項6のいずれかに記載の排水
溝と接触する路盤位置に、溝状の排水路を設けたことに
ある。上記のように構成した請求項7の発明において
は、舗装材のみによる排水効果に加えて、路盤に設けた
排水路により、舗装材に吸収された水の排水を一層効率
よく行うことができる。
According to a seventh aspect of the present invention, a groove-shaped drainage channel is provided at a roadbed position in contact with the drainage groove according to any one of the first to sixth aspects. It is in. In the invention according to claim 7 configured as described above, in addition to the drainage effect of only the pavement material, the drainage water provided in the roadbed can drain the water absorbed by the pavement material more efficiently.

【0014】[0014]

【発明の実施の形態】以下、本発明の一発明の実施の形
態を図面を用いて説明すると、図1は、第1の実施形態
である自動車走行用の道路の路盤に接着される排水性弾
性舗装用舗装材(以下、舗装材と記す)を斜視図により
示したものである。舗装材10は、厚さ20〜50mm
の平板であり、ゴムチップ骨材(紡錘状タイプ、メッシ
ュタイプ、ザラメタイプ、布入りタイプ等がある)に、
ウレタン系バインダを混合し、圧縮成形し、さらに15
0℃、10分の加熱処理を行うことにより硬化形成され
る。そして、舗装材10のばね定数は、30〜120k
gf/mmであればよいが、より好ましくは40〜10
0kgf/mmである。バインダ量や空隙率は特に規定
されるものではないが、バインダ量はゴムチップ100
重量部に対して5重量部以上であることが好ましく、ま
た空隙率は20〜40%の範囲であることが好ましい。
例えば、ゴムチップ100重量部としたときに、バイン
ダ量5〜20重量部、空隙率20〜40%の範囲にある
サンプルを用いてばね定数を測定した結果を図4に示
す。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 shows a first embodiment of a drainage adhesive bonded to a roadbed of a road for driving a car. FIG. 1 is a perspective view showing a pavement material for elastic pavement (hereinafter, referred to as a pavement material). The pavement material 10 has a thickness of 20 to 50 mm.
Of rubber chip aggregate (spindle type, mesh type, rough type, cloth type etc.)
A urethane-based binder was mixed, compression-molded, and
It is cured and formed by performing a heat treatment at 0 ° C. for 10 minutes. And the spring constant of the paving material 10 is 30 to 120 k
gf / mm, but more preferably 40 to 10
0 kgf / mm. The amount of the binder and the porosity are not particularly limited, but the amount of the binder is
It is preferably at least 5 parts by weight based on parts by weight, and the porosity is preferably in the range of 20 to 40%.
For example, FIG. 4 shows the results of measuring the spring constant using a sample having a binder amount of 5 to 20 parts by weight and a porosity of 20 to 40% when the rubber chip is 100 parts by weight.

【0015】ばね定数Eの測定については、100mm
φ×30mmの測定用サンプル(面積S=78.5cm
2 )を作成し、これに荷重Pを加えて、そのときの変形
量(車輪の沈み込み量に相当)tを測定することにより
下記数1より算出することができる。
For the measurement of the spring constant E, 100 mm
φ × 30 mm measurement sample (area S = 78.5 cm
2 ) is prepared, a load P is applied thereto, and the deformation amount (corresponding to the sinking amount of the wheel) t at that time is measured.

【0016】[0016]

【数1】 t=P/[T×(E/S)]## EQU1 ## t = P / [T × (E / S)]

【0017】例えば、10トントラック(タイヤ10
本、タイヤ接地面積T=400cm2)を想定すると、
荷重P=10トン/10=1トン=1000kgとな
り、E=50kgf/mmの場合、t=3.9mmとな
る。E=30kgf/mmの場合、t=6.5mmとな
り、E=120kgf/mmの場合、t=1.6mmと
なる。なお、ばね定数Eについては道路の目的、通過車
両の種類等に応じて適正な値が選択される必要がある。
For example, a 10-ton truck (tire 10)
Assuming a tire contact area T = 400 cm 2 )
Load P = 10 tons / 10 = 1 tons = 1000 kg, and when E = 50 kgf / mm, t = 3.9 mm. When E = 30 kgf / mm, t = 6.5 mm, and when E = 120 kgf / mm, t = 1.6 mm. It is necessary to select an appropriate value for the spring constant E according to the purpose of the road, the type of passing vehicle, and the like.

【0018】舗装材10には、図1、図2に示すよう
に、路盤13との接触面10b側に所定半径(舗装材の
厚みが30mmの場合10mm程度)の断面半円形の排
水溝11が設けられている。排水溝11は、車両の両車
輪によって同時に踏まれない角度で傾斜しており、かつ
車両の道路センターC側の車輪が道路路肩K側の車輪よ
り先に排水溝11を通過するような角度に設けられてい
る。この舗装材10は、図3に示すように、地面14に
設けたコンクリートあるいはアスファルトの路盤13
に、エポキシ系接着剤あるいはウレタン系接着剤12を
用いて接着することにより固定され、排水性弾性舗装構
造が形成される。
As shown in FIGS. 1 and 2, the pavement material 10 has a drain groove 11 having a semicircular cross section of a predetermined radius (about 10 mm when the thickness of the pavement material is 30 mm) on the contact surface 10 b side with the roadbed 13. Is provided. The drain groove 11 is inclined at an angle that cannot be stepped on by both wheels of the vehicle at the same time, and such an angle that the wheel on the road center C side of the vehicle passes through the drain groove 11 before the wheel on the road shoulder K side. Is provided. As shown in FIG. 3, the pavement material 10 is a concrete or asphalt roadbed 13 provided on the ground 14.
Is fixed by bonding using an epoxy-based adhesive or a urethane-based adhesive 12 to form a drainage elastic pavement structure.

【0019】上記のように構成した舗装材10は、路盤
13との接触面10b側に車両の走行方向に対して上記
のように傾斜した排水溝11を設けたことにより、車両
の両側車輪の排水溝11への押圧に時間差が生じるた
め、左右両輪により排水溝11内の水を効率よく押し出
すことができ、舗装材10内の水を効率よく排水するこ
とができる。そのため、降雨時等に、車両の走行による
舗装材10の表面10aへの水の浮き出しを抑制でき、
舗装材10の強度を確保されると共に制動時の摩擦係数
の低下を防止できる。また、排水溝11の傾斜角度が、
車両の道路センターC側の車輪が道路路肩K側の車輪よ
り先に排水溝11を通過するような角度に設けられてい
るため、左右両輪により排水溝11内の水を路肩K側に
効率よく押し出すことができ、舗装材10内の水を効率
よく排水することができる。
The pavement material 10 constructed as described above has the drain grooves 11 inclined as described above with respect to the running direction of the vehicle on the side of the contact surface 10b with the roadbed 13, so that the wheels on both sides of the vehicle are provided. Since there is a time difference in the pressing on the drain groove 11, the water in the drain groove 11 can be efficiently pushed out by the left and right wheels, and the water in the pavement material 10 can be efficiently drained. Therefore, at the time of rain, etc., it is possible to suppress the emergence of water on the surface 10a of the pavement material 10 due to the traveling of the vehicle,
The strength of the paving material 10 can be ensured, and a reduction in the friction coefficient during braking can be prevented. Also, the inclination angle of the drain groove 11 is
Since the wheel on the road center C side of the vehicle is provided at an angle such that it passes through the drain groove 11 before the wheel on the road shoulder K side, the water in the drain groove 11 is efficiently directed to the road shoulder K side by both left and right wheels. The water in the pavement material 10 can be efficiently drained.

【0020】また、舗装材10は、ばね定数が30〜1
20kgf/mmの範囲内の適正値にされているため、
舗装材10への例えば10トントラックの車輪の沈み込
みを1.6mm〜6.5mm程度に少なくでき、車両の
操縦安定性を良好に維持できる。また、空隙率も20〜
40%の範囲に収められているので、良好な騒音吸収性
が得られる。
The pavement material 10 has a spring constant of 30 to 1
Since it is set to an appropriate value within the range of 20 kgf / mm,
The sinking of the wheels of, for example, a 10-ton truck into the pavement material 10 can be reduced to about 1.6 mm to 6.5 mm, and the steering stability of the vehicle can be maintained well. Also, the porosity is 20 to
Since it is within the range of 40%, good noise absorption can be obtained.

【0021】つぎに、第2の実施形態について説明す
る。本実施形態においては、舗装材20は、図5
(a),(b)に示すように、排水溝21の道路センタ
ーC側の端部21aから路肩K側の端部21bにかけて
断面積が大きくなるようにされている。これにより、路
肩K側への排水をより効率よく行うことができるので、
降雨時等において、舗装材20の表面20aからの水の
しみ出しを抑制でき、表面の摩擦係数の低下を防止でき
る。さらに、舗装材20の強度の低下、及び舗装材20
の路盤13への接着強度の低下を抑えることができる。
Next, a second embodiment will be described. In the present embodiment, the paving material 20 is the same as that shown in FIG.
As shown in (a) and (b), the cross-sectional area of the drain groove 21 is increased from the road center C side end 21a to the road shoulder K side end 21b. As a result, drainage to the shoulder K side can be performed more efficiently,
During rainfall or the like, water seepage from the surface 20a of the pavement material 20 can be suppressed, and a decrease in the friction coefficient of the surface can be prevented. Further, the strength of the paving material 20 is reduced, and
Of the bonding strength to the roadbed 13 can be suppressed.

【0022】つぎに、第3の実施形態について説明す
る。本実施形態においては、舗装材30は、図6に示す
ように、排水溝31が複数の単位部分31aに区分けさ
れており、各単位部分31aにおいてそれぞれ道路セン
ターC側の端部から路肩K側の端部にかけて断面積が大
きくなるようにされている。これにより、路肩K側への
排水をより効率よく行うことができると共に、排水溝3
1として、区分された単位部分31aが繰り返し設けら
れている構造になっていることにより、路肩K側から道
路センターC側への水の逆流を防止することができる。
Next, a third embodiment will be described. In the present embodiment, as shown in FIG. 6, the pavement material 30 has a drain groove 31 divided into a plurality of unit portions 31a. The cross-sectional area is made larger toward the end of. Thereby, drainage to the road shoulder K side can be performed more efficiently, and the drainage groove 3
As 1, the backflow of water from the road shoulder K side to the road center C side can be prevented by the structure in which the divided unit portions 31a are repeatedly provided.

【0023】つぎに、第4の実施形態として、図7に示
すように、舗装材10(20,30)の排水溝11(2
1,31)と接触する路盤13位置に、溝状の排水路1
5を設けたものである。これにより、舗装材のみに排水
溝を設けた場合に比べ、舗装材に吸収された水の路肩K
側への排水を一層効率よく行うことができる。
Next, as a fourth embodiment, as shown in FIG. 7, the drain grooves 11 (2, 2) of the pavement material 10 (20, 30) are formed.
1, 31), the groove-shaped drainage channel 1
5 is provided. As a result, compared with the case where the drainage groove is provided only in the pavement material, the shoulder K of the water absorbed by the pavement material is obtained.
The drainage to the side can be performed more efficiently.

【0024】なお、上記各実施形態においては、排水溝
の傾斜を逆方向にしてもよく、また車両の進行方向に対
して垂直にしてもよい。また、舗装材の外形、寸法につ
いては、上記実施形態に示したものに限らない。
In each of the above embodiments, the inclination of the drainage groove may be reversed, or may be perpendicular to the traveling direction of the vehicle. Further, the outer shape and dimensions of the pavement material are not limited to those described in the above embodiment.

【0025】さらに、上記各実施形態においては、舗装
材のばね定数は、必ずしも30〜120kgf/mmの
範囲にある必要はない。また、弾性骨材についても、ゴ
ムチップ単体に限らず木片等を含んだものであってもよ
い。バインダについてもウレタン系に限らずエポキシ系
等であってもよい。
Further, in each of the above embodiments, the spring constant of the paving material does not necessarily need to be in the range of 30 to 120 kgf / mm. Further, the elastic aggregate is not limited to a single rubber chip, but may include a piece of wood or the like. The binder is not limited to urethane, but may be epoxy or the like.

【0026】また、排水性弾性舗装構造の用途は、道路
用に限らず遊歩道や競技場のフイールド用等にも使用さ
れる。
The drainage elastic pavement structure is used not only for roads but also for fields on promenades and stadiums.

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

【図1】本発明の第1の実施形態である舗装材を示す斜
視図である。
FIG. 1 is a perspective view showing a pavement material according to a first embodiment of the present invention.

【図2】同舗装材を用いた排水性弾性舗装を示す平面図
である。
FIG. 2 is a plan view showing a drainable elastic pavement using the same paving material.

【図3】同舗装材を用いた排水性弾性舗装構造を示す断
面図である。
FIG. 3 is a sectional view showing a drainage elastic pavement structure using the same pavement material.

【図4】同舗装材のばね定数とバインダ量との関係を空
隙率をパラメータとして示したグラフである。
FIG. 4 is a graph showing a relationship between a spring constant of the pavement material and a binder amount using a porosity as a parameter.

【図5】第2の実施形態である舗装材を示す平面図及び
側面図である。
FIG. 5 is a plan view and a side view showing a pavement material according to a second embodiment.

【図6】第3の実施形態である舗装材を示す平面図及び
側面図である。
FIG. 6 is a plan view and a side view showing a pavement material according to a third embodiment.

【図7】第4の実施形態である排水性弾性舗装構造を示
す断面図である。
FIG. 7 is a sectional view showing a drainable elastic pavement structure according to a fourth embodiment.

【符号の説明】[Explanation of symbols]

10…舗装材、11…排水溝、12…接着剤、13…路
盤、14…地面、15…排水路、20…舗装材、21…
排水溝、30…舗装材、31…排水溝、31a…単位部
分。
DESCRIPTION OF SYMBOLS 10 ... Paving material, 11 ... Drainage groove, 12 ... Adhesive, 13 ... Roadbed, 14 ... Ground, 15 ... Drainage channel, 20 ... Pavement material, 21 ...
Drain gutter, 30: pavement material, 31: drain gutter, 31a: unit part.

フロントページの続き (72)発明者 濱田 真彰 愛知県小牧市大字北外山字哥津3600番地 東海ゴム工業株式会社内 (72)発明者 野田 博之 愛知県小牧市大字北外山字哥津3600番地 東海ゴム工業株式会社内Continued on the front page (72) Inventor Masaaki Hamada 3600, Gezu, Kitagaiyama, Kodai, Komaki, Aichi Prefecture Inside (72) Inventor Hiroyuki Noda 3600, Gezu, Kitagaiyama, Kodai, Komaki, Aichi Industrial Co., Ltd.

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 弾性骨材にバインダを混合した素材を型
成形することにより形成され、道路の路盤に接着されて
排水性弾性舗装を形成する板状の舗装材であって、前記
路盤との接触面側に排水溝を設けたことを特徴とする排
水性弾性舗装用舗装材。
1. A plate-like pavement material formed by molding a material in which a binder is mixed with an elastic aggregate, and is adhered to a roadbed of a road to form a drainable elastic pavement. A pavement material for drainage elastic pavement, wherein a drainage groove is provided on the contact surface side.
【請求項2】 前記請求項1に記載の排水性弾性舗装用
舗装材において、前記排水溝が、車両走行方向に対して
所定角度で傾斜し、車両の両側車輪が該排水溝を同時に
踏まないように配置されていることを特徴とする排水性
弾性舗装用舗装材。
2. The pavement material for drainable elastic pavement according to claim 1, wherein the drain groove is inclined at a predetermined angle with respect to a vehicle traveling direction, and both wheels of the vehicle do not simultaneously step on the drain groove. Pavement material for drainage elastic pavement, characterized by being arranged as follows.
【請求項3】 前記請求項2に記載の排水性弾性舗装用
舗装材において、前記排水溝の所定角度が、前記車両の
道路センター側の車輪が道路路肩側の車輪より先に該排
水溝を通過する角度であることを特徴とする排水性弾性
舗装用舗装材。
3. The pavement material for drainable elastic pavement according to claim 2, wherein the predetermined angle of the drainage groove is such that a wheel on a road center side of the vehicle is provided with the drainage groove before a wheel on a road shoulder side. A pavement material for drainable elastic pavement, characterized by an angle of passage.
【請求項4】 前記請求項1から請求項3のいずれかに
記載の排水性弾性舗装用舗装材において、前記排水溝が
その長さ方向の一端側から他端側にかけて断面積が大き
くなるようにされたことを特徴とする排水性弾性舗装用
舗装材。
4. The pavement material for drainable elastic pavement according to claim 1, wherein the drainage groove has a cross-sectional area that increases from one end to the other end in the length direction. A pavement material for drainable elastic pavements, characterized in that the pavement material is made into a drainage elastic pavement.
【請求項5】 前記請求項1から請求項3のいずれかに
記載の排水性弾性舗装用舗装材において、前記排水溝が
複数の部分に区分けされ、各部分における長さ方向の各
一端側から各他端側にかけて断面積が大きくなるように
されたことを特徴とする排水性弾性舗装用舗装材。
5. The pavement material for drainable elastic pavement according to claim 1, wherein the drain groove is divided into a plurality of portions, and each of the portions is arranged from one end in the length direction. A pavement material for drainable elastic pavement, wherein a cross-sectional area is increased toward each other end.
【請求項6】 前記請求項1から請求項5のいずれかに
記載の排水性弾性舗装用舗装材において、ばね定数が3
0〜120kgf/mmであることを特徴とする排水性
弾性舗装用舗装材。
6. The pavement material for drainage elastic pavement according to claim 1, wherein the spring constant is 3
A pavement material for drainable elastic pavement, which has a weight of 0 to 120 kgf / mm.
【請求項7】 前記請求項1から請求項6のいずれかに
記載の前記排水溝と接触する前記路盤の位置に、溝状の
排水路を設けたことを特徴とする排水性弾性舗装構造。
7. A drainable elastic pavement structure, wherein a groove-shaped drainage channel is provided at a position of the roadbed in contact with the drainage channel according to any one of claims 1 to 6.
JP10084039A 1998-03-30 1998-03-30 Pavement material for draining elastic pavement, and draining elastic pavement structure Pending JPH11280006A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10084039A JPH11280006A (en) 1998-03-30 1998-03-30 Pavement material for draining elastic pavement, and draining elastic pavement structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10084039A JPH11280006A (en) 1998-03-30 1998-03-30 Pavement material for draining elastic pavement, and draining elastic pavement structure

Publications (1)

Publication Number Publication Date
JPH11280006A true JPH11280006A (en) 1999-10-12

Family

ID=13819386

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10084039A Pending JPH11280006A (en) 1998-03-30 1998-03-30 Pavement material for draining elastic pavement, and draining elastic pavement structure

Country Status (1)

Country Link
JP (1) JPH11280006A (en)

Similar Documents

Publication Publication Date Title
KR102049018B1 (en) Asymmetric grooving and grooving device
KR100622608B1 (en) A non-slip layer structure and paving method for paved road
JP2002528333A (en) Tires for automobiles, especially trucks
Veith Tires–roads–rainfall–vehicles: the traction connection
JPH11280007A (en) Pavement material for draining elastic pavement, and draining elastic pavement structure
Sandberg et al. The Poroelastic Road Surface: Results of an Experiment in Stockholm
JPH11280006A (en) Pavement material for draining elastic pavement, and draining elastic pavement structure
JP2004137893A (en) Paving material for drainable elastic pavement
US5846021A (en) Road base matrix
JPH11280019A (en) Paving material for water draining elastic pavement
JP3511199B2 (en) Elastic pavement material for automobile traveling road and elastic pavement structure for automobile traveling road
JP2002294617A (en) Covering plate
KR200234610Y1 (en) Grooving Plate For Preventing The Slip Of Automobile
JPH11343604A (en) Pavement material for drainable elastic pavement, manufacture thereof, and drainable elastic pavement
JP2003176503A (en) Elastic paving material and elastic paving structure
Black Jr et al. Pavement surface water phenomena and traffic safety
JP2838189B2 (en) Porous elastic pavement material
JP2001064906A (en) Elastic pavement
JP2574132Y2 (en) Road drain grate frame
CN217556597U (en) Noise-reduction drainage pavement structure
CN213925705U (en) Porous drainage bituminous pavement structure
JP5772283B2 (en) Pavement joint structure and joint block
JPH0743247Y2 (en) Road drainage zone
KR102282745B1 (en) Structure for preventing slip having enhanced dewaterability
JP2001115408A (en) Elastic pavement material and structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20050303

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20060117

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20060118

A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A711

Effective date: 20060328

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20060328

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20060612

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20060627

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20061107