JP2000273809A - Water-permeable elastic pavement material - Google Patents

Water-permeable elastic pavement material

Info

Publication number
JP2000273809A
JP2000273809A JP11079553A JP7955399A JP2000273809A JP 2000273809 A JP2000273809 A JP 2000273809A JP 11079553 A JP11079553 A JP 11079553A JP 7955399 A JP7955399 A JP 7955399A JP 2000273809 A JP2000273809 A JP 2000273809A
Authority
JP
Japan
Prior art keywords
pavement material
urethane resin
elastic pavement
aggregates
vulcanized rubber
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
JP11079553A
Other languages
Japanese (ja)
Inventor
Takaaki Ishida
孝明 石田
Tetsuro Mizoguchi
哲朗 溝口
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 Rubber Industries Ltd
Original Assignee
Sumitomo Rubber Industries 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 Rubber Industries Ltd filed Critical Sumitomo Rubber Industries Ltd
Priority to JP11079553A priority Critical patent/JP2000273809A/en
Publication of JP2000273809A publication Critical patent/JP2000273809A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To improve function by binding vulcanized rubber chip aggregates with an urethane resin, polishing the surface to expose the aggregates, and setting the porosity of a pavement material to a specific value. SOLUTION: Vulcanized rubber chip aggregates are bound by an urethane resin binder, the whole surface is polished to expose the aggregates on the surface, and a water-permeable elastic pavement material having the porosity of 20-40% is formed. Fibered rubber chips having the width of 1-2 mm and the length of 1-15 mm or granular rubber chips having the diameter of 2-10 mm are contained in the aggregates at the weight ratio of 90% or above for the whole vulcanized rubber chips. This pavement material can eliminate the effect of a slip caused by the existence of the highly slippery urethane resin on the pavement surface when fine scars are formed on the urethane resin binder stuck on the vulcanized rubber chip surface or the binder on the surface is removed. The frictional resistance on the pavement material surface can be sharply increased in the wet state, and excellent water permeability, elasticity and sound absorbing characteristic can be secured.

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、湿潤時の摩擦力が
大きく、かつ透水性、弾力性および吸音特性に優れた弾
性舗装材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an elastic pavement material having a large frictional force when wet and having excellent water permeability, elasticity and sound absorbing properties.

【0002】[0002]

【従来の技術】近年、舗装道路等における床面、テニス
コート、グラウンド等の屋外スポーツ施設の床面、階上
床等に種々の樹脂舗装が用いられている。中でも、ポリ
ウレタン系樹脂による舗装は施工が容易で、耐摩耗性、
平滑性、美装性等の特性に優れていることから広く用い
られている。しかし、舗装表面が平滑性に優れるために
滑り性が高く、特に雨天等で床面が濡れている場合には
スリップが生じ易い。
2. Description of the Related Art In recent years, various resin pavements have been used for floors on paved roads, floors of outdoor sports facilities such as tennis courts and grounds, and floors above floors. Among them, pavement with polyurethane resin is easy to construct, wear resistance,
It is widely used because of its excellent properties such as smoothness and appearance. However, slippage is high because the pavement surface is excellent in smoothness, and slip tends to occur particularly when the floor surface is wet in rainy weather or the like.

【0003】そこで、舗装表面の樹脂が硬化する前に
砂、ガラスビーズ等の無機系骨剤を散布し、これらの骨
材を床表面に露出させて突起を形成することによって、
物理的な抵抗力でもってポリウレタン系樹脂による舗装
床表面の摩擦力を大きくすることが試みられている。し
かしながら、無機系骨剤は骨剤自身の強度が高い反面、
ポリウレタン系樹脂等のバインダとの接着力が弱いた
め、骨材が容易に剥離して粉塵を生じさせたり、舗装床
の強度が低下する等の原因となる。
[0003] Therefore, before the resin on the pavement surface is cured, inorganic aggregates such as sand and glass beads are sprayed, and these aggregates are exposed on the floor surface to form projections.
Attempts have been made to increase the frictional force of the pavement floor surface with a polyurethane-based resin by physical resistance. However, although inorganic bone has high strength of the bone itself,
Since the adhesive strength with a binder such as a polyurethane resin is weak, the aggregate is easily peeled off to generate dust, and the strength of the pavement floor is reduced.

【0004】また、特開平6−146209号公報に
は、揺変性を有するポリウレタン材料に微小中空球を含
有させた材料を塗布し、前記微小中空球を表面に露出さ
せた樹脂舗装表面が開示されているが、この場合には
(1) 舗装面の透水性が得られない、(2) 季節によって樹
脂の揺変性(チキソトロピー性)が異なり、一定した性
能が得られないといった問題がある。
JP-A-6-146209 discloses a resin-paved surface in which a material containing micro-hollow spheres is applied to a thixotropic polyurethane material to expose the micro-hollow spheres on the surface. But in this case
(1) There is a problem that the water permeability of the pavement surface cannot be obtained, and (2) the thixotropic property (thixotropic property) of the resin varies depending on the season, and a constant performance cannot be obtained.

【0005】さらに、前記無機系骨材に代えて、クルミ
殻、桃核、とうもろこし穂芯等の植物性の骨剤を使用
し、たとえ粉塵が生じても環境に及ぼす影響を小さくな
るように調整した舗装材が提案されているが、骨材が天
然材料であるため、カビが生えたり腐ったりして、バイ
ンダとの接着力が低下したり、美観が損なわれるといっ
た問題があった。
[0005] Further, in place of the above-mentioned inorganic aggregates, vegetable aggregates such as walnut shells, peach nuclei, and corn cobs are used so that even if dust is generated, the influence on the environment is reduced. However, since the aggregate is a natural material, there is a problem that mold grows or rots, the adhesive strength with the binder is reduced, and the appearance is impaired.

【0006】[0006]

【発明が解決しようとする課題】特開平6−31330
1号公報には、透水性基盤上に、ゴムチップをウレタン
樹脂バインダで固めたゴムチップ弾性層と、無機骨材を
含有する合成樹脂層とがこの順に積層され、バフ加工等
によって前記無機骨材が表面に露出するように形成され
た弾性舗装ブロックが開示されている。
Problems to be Solved by the Invention
In JP-A No. 1 (1993) -2000, a rubber chip elastic layer obtained by solidifying a rubber chip with a urethane resin binder and a synthetic resin layer containing an inorganic aggregate are laminated in this order on a water-permeable base, and the inorganic aggregate is subjected to buffing or the like. An elastic pavement block formed to be exposed on a surface is disclosed.

【0007】この弾性舗装ブロックは、透水性を確保す
るために表面に3〜6mm程度のスリットが多数設けら
れており、湿潤時のすべり抵抗値(BPN)が55と大
きく、湿潤時においても舗装表面が十分な摩擦抵抗を有
している。しかしながら、上記弾性舗装ブロックの合成
樹脂層は、無機骨材の滑落を防止するために空隙(また
は気泡)を有しないものとしなければならず、その結
果、ゴムチップ弾性体を有する舗装材の特徴である優れ
た吸音特性が大幅に損なわれているものと容易に推測さ
れる。この吸音特性は騒音低減効果につながるものであ
って、交通量の多い都市部等では特に重要となる。
This elastic pavement block is provided with a large number of slits of about 3 to 6 mm on the surface in order to ensure water permeability, has a large slip resistance (BPN) of 55 when wet, and has a pavement even when wet. The surface has sufficient frictional resistance. However, the synthetic resin layer of the elastic pavement block must be free of voids (or air bubbles) in order to prevent the inorganic aggregate from slipping off. It is easily presumed that some excellent sound absorbing properties are significantly impaired. This sound absorption characteristic leads to a noise reduction effect, and is particularly important in an urban area with a large traffic volume.

【0008】また、前記合成樹脂層が空隙を有しないも
のであるために、弾性舗装ブロックの透水性を確保する
上で前述のスリットを必要とするが、かかるスリットを
作製するには突起や孔を有する特殊な金型を用いなけれ
ばならず、製造コストの面から不利である。さらに、上
記合成樹脂層は、強度の大きな無機骨材を保持するため
にそれ自身も硬度が大きい必要があり、上記公報では硬
化後においてJIS A硬度で80〜100もの高硬度
の樹脂が用いられている。従って、舗装ブロック全体の
弾性を確保するためにゴムチップ弾性層との2層構造を
形成しなければならず、かかる点においても製造コスト
の面から不利になってしまう。
Further, since the synthetic resin layer does not have voids, the above-mentioned slit is required to ensure the water permeability of the elastic pavement block. Therefore, it is disadvantageous from the viewpoint of manufacturing cost. Further, the synthetic resin layer itself needs to have a high hardness in order to hold a high strength inorganic aggregate, and in the above-mentioned publication, a resin having a high hardness of 80 to 100 as JIS A hardness after curing is used. ing. Therefore, it is necessary to form a two-layer structure with the rubber chip elastic layer in order to secure the elasticity of the entire pavement block, and such a point is disadvantageous in terms of manufacturing cost.

【0009】そこで本発明の目的は、上記の課題を解決
し、弾性舗装材の優れた吸音特性を維持しつつ、湿潤時
の滑り摩擦力が高く、簡易な方法で形成することのでき
る、耐久性に優れた弾性舗装材を提供することである。
SUMMARY OF THE INVENTION It is an object of the present invention to solve the above-mentioned problems and to provide a highly durable elastic pavement material which has a high sliding friction force when wet and can be formed by a simple method. An object of the present invention is to provide an elastic pavement material having excellent properties.

【0010】[0010]

【課題を解決するための手段】上記課題を解決するため
の本発明の透水性弾性舗装材は、加硫ゴムチップからな
る骨材をウレタン樹脂バインダで結合し、前記骨材が表
面に露出するように、表面全体に研摩処理を施したもの
であって、当該弾性舗装材の空隙率が20〜40%であ
ることを特徴とする。
In order to solve the above-mentioned problems, a water-permeable elastic pavement material according to the present invention has an aggregate made of vulcanized rubber chips joined with a urethane resin binder so that the aggregate is exposed on the surface. In addition, the entire surface is polished, and the porosity of the elastic pavement material is 20 to 40%.

【0011】上記本発明の透水性弾性舗装材は骨材とし
て加硫ゴムチップを用いており、当該加硫ゴムチップと
ウレタン樹脂バインダとの接着性が良好であることか
ら、骨材の剥離、欠落が極めて生じにくい。従って、耐
久性に優れた弾性舗装材を得ることができる。また、加
硫ゴムチップがウレタン樹脂バインダによって互いに結
合されているとともに、空隙率が所定の範囲となるよう
に十分な隙間を形成していることから、別途スリットな
どを設けなくても十分な透水性を発揮・維持できる。
The water-permeable elastic pavement material of the present invention uses a vulcanized rubber chip as an aggregate, and the adhesiveness between the vulcanized rubber chip and the urethane resin binder is good. Very unlikely to occur. Therefore, an elastic pavement material having excellent durability can be obtained. In addition, since the vulcanized rubber chips are bonded to each other by a urethane resin binder and have a sufficient gap so that the porosity is within a predetermined range, sufficient water permeability can be obtained without providing a separate slit or the like. Can be demonstrated and maintained.

【0012】なお、ゴムチップ材をウレタン樹脂バイン
ダで成形した、空隙率が30〜40%の弾性舗装ブロッ
クが既に提案されている(特開平4−131404号公
報)。しかしながら、上記の弾性舗装ブロックでは、ゴ
ムチップを所定量のウレタン樹脂バインダで結合させ、
その空隙率を所定の範囲に設定することのみで十分な透
水性を実現しており、それゆえその表面に研摩処理を施
すことについては何ら考慮されていない。
An elastic pavement block formed by molding a rubber chip material with a urethane resin binder and having a porosity of 30 to 40% has already been proposed (JP-A-4-131404). However, in the above-mentioned elastic pavement block, a rubber chip is bonded with a predetermined amount of a urethane resin binder,
Sufficient water permeability is realized only by setting the porosity within a predetermined range, and therefore no consideration is given to polishing the surface.

【0013】これに対し、上記本発明の弾性舗装材で
は、透水性弾性舗装材の表面全体に研摩処理を施すこと
によって、加硫ゴムチップの表面に付着したウレタン樹
脂バインダに微細な傷を形成させたり、表面のバインダ
そのものを除去することを実現しており、その結果、滑
性の高いウレタン樹脂が舗装表面に存在することに起因
するスリップ等の影響を極力排除して、特に湿潤時にお
ける弾性舗装材表面の摩擦抵抗を著しく向上させるとい
う顕著な効果を得ている。なお、かかる知見は従来全く
見出されていなかったものであって、本発明者によって
新たに見出されたものである。
On the other hand, in the above-mentioned elastic pavement material of the present invention, fine scratches are formed on the urethane resin binder adhering to the surface of the vulcanized rubber chip by subjecting the entire surface of the water-permeable elastic pavement material to a polishing treatment. And removes the binder itself on the surface.As a result, the effect of slippage caused by the presence of highly slippery urethane resin on the pavement surface is eliminated as much as possible. The remarkable effect of remarkably improving the frictional resistance of the pavement material surface is obtained. It should be noted that such findings have not been found at all, and have been newly found by the present inventors.

【0014】さらに、本発明の透水性弾性舗装材は、特
開平4−52301号公報や特開平8−109604号
公報に開示の弾性舗装部材に比べて構成が簡易で、製造
コストを低減できるという利点がある。
Furthermore, the water-permeable elastic pavement material of the present invention has a simpler structure than the elastic pavement members disclosed in JP-A-4-52301 and JP-A-8-109604, and can reduce the manufacturing cost. There are advantages.

【0015】[0015]

【発明の実施の形態】以下、本発明の透水性弾性舗装材
について詳細に説明する。本発明の透水性弾性舗装床に
おいて骨材として用いられる加硫ゴムチップには、例え
ば再生タイヤの製造時にタイヤトレッド部を研削するこ
とによって得られるファイバー状ゴムチップ、または例
えば廃タイヤ等の加硫ゴムを粉砕機にて粉砕することに
よって得られる粒状ゴムチップを用いることができる。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, the water-permeable elastic pavement material of the present invention will be described in detail. The vulcanized rubber chip used as an aggregate in the water-permeable elastic pavement floor of the present invention includes, for example, a fibrous rubber chip obtained by grinding a tire tread portion at the time of manufacturing a recycled tire, or a vulcanized rubber such as a waste tire. Granular rubber chips obtained by crushing with a crusher can be used.

【0016】また、本発明における骨剤は、全加硫ゴム
チップのうち重量割合で90%以上のものが、幅1〜2
mmおよび長さ1〜15mmのファイバー状ゴムチップ
または直径2〜10mmの粒状ゴムチップであるのが好
ましい。すなわち、全加硫ゴムチップにおける、アスペ
クト比が比較的大きいファイバー状ゴムチップの占める
割合、または舗装表面の平滑性を妨げない程度に粒径が
大きくかつゴムチップ間の空隙部が少なくなりすぎない
程度に粒径が小さい粒状ゴムチップの占める割合が、重
量割合で90%以上であるのが好ましい。
In the present invention, the aggregates having a weight ratio of 90% or more of all vulcanized rubber chips have a width of 1 to 2%.
It is preferably a fiber-shaped rubber chip having a diameter of 1 to 15 mm or a granular rubber chip having a diameter of 2 to 10 mm. That is, the ratio of the fiber-shaped rubber chips having a relatively large aspect ratio to the total vulcanized rubber chips, or the particle size is large enough not to hinder the smoothness of the pavement surface, and the particle size is large enough that the voids between the rubber chips are not too small. It is preferable that the ratio of the granular rubber chips having a small diameter is 90% or more by weight.

【0017】幅、長さまたは直径が上記範囲にある加硫
ゴムチップの含有割合が、重量割合で90%を下回る
と、舗装表面の摩擦力を十分なものとすることができな
くなったり、加硫ゴムチップをウレタン樹脂バインダで
結合する際に空隙を十分に確保できなくなって、舗装材
の空隙率が低くなってしまう等のおそれがある。本発明
の透水性弾性舗装床において骨剤を結合するのに用いら
れるウレタン樹脂バインダは特に限定されるものではな
いが、成形性が良好であるという観点から、一液性のウ
レタン樹脂、とりわけ湿気硬化型の一液性ウレタン樹脂
を用いるのが好ましい。
When the content of the vulcanized rubber chips having the width, length or diameter in the above-mentioned range is less than 90% by weight, the frictional force on the pavement surface cannot be made sufficient, or vulcanization cannot be performed. When bonding the rubber chips with the urethane resin binder, it is not possible to secure a sufficient space, and there is a possibility that the porosity of the pavement material is reduced. The urethane resin binder used to bind the skeleton in the water-permeable elastic pavement floor of the present invention is not particularly limited, but from the viewpoint of good moldability, one-part urethane resin, especially moisture It is preferable to use a curable one-component urethane resin.

【0018】ウレタン樹脂バインダには、加硫ゴムチッ
プとの接着性を向上させるため、または硬化を促進する
ために表面処理剤や触媒を用いてもよい。本発明の透水
性弾性舗装材の空隙率は20〜40%、好ましくは30
〜35%の範囲で設定される。空隙率が20%を下回る
と、透水性が低くなったり、金型から離型したときの寸
法変化が大きくなってしまう。逆に、空隙率が40%を
超えると、弾性舗装材に必要な強度が得られなくなり、
弾性舗装床の耐久性が低下する。なお、弾性舗装材に必
要な強度としては、例えば引張強度では10kg/cm
2 以上、好ましくは15kg/cm2 以上、より好まし
くは15〜30kg/cm2 である。
A surface treatment agent or a catalyst may be used in the urethane resin binder in order to improve the adhesion to the vulcanized rubber chip or to promote the curing. The porosity of the water-permeable elastic pavement material of the present invention is 20 to 40%, preferably 30 to 40%.
It is set in the range of ~ 35%. If the porosity is less than 20%, the water permeability becomes low, and the dimensional change when the mold is released from the mold becomes large. Conversely, if the porosity exceeds 40%, the strength required for the elastic pavement material cannot be obtained,
The durability of the elastic pavement floor decreases. The strength required for the elastic pavement material is, for example, 10 kg / cm in tensile strength.
2 or more, preferably 15 kg / cm 2 or more, more preferably 15~30kg / cm 2.

【0019】本発明の透水性弾性舗装材は、上記例示の
骨材およびウレタン樹脂バインダを所望の空隙率に応じ
た割合で混合し、これを所望の形状の金型に投入して、
プレス成形機にてプレス加工した後、その表面に研摩処
理を施すことによって得られる。骨材とウレタン樹脂バ
インダとの混合割合は、前述のように、弾性舗装材の空
隙率に応じて適宜設定されるものであるが、通常、骨材
100重量部に対してウレタン樹脂バインダを10〜3
0重量部程度の範囲で配合すればよい。かかる範囲で設
定することにより、空隙率を前述の範囲で設定すること
ができる。
In the water-permeable elastic pavement material of the present invention, the above-described aggregate and the urethane resin binder are mixed at a ratio corresponding to a desired porosity, and the mixture is charged into a mold having a desired shape.
It is obtained by subjecting the surface to a polishing treatment after press working with a press molding machine. As described above, the mixing ratio of the aggregate and the urethane resin binder is appropriately set in accordance with the porosity of the elastic pavement material. ~ 3
What is necessary is just to mix | blend in the range of about 0 weight part. By setting the porosity in such a range, the porosity can be set in the aforementioned range.

【0020】プレス加工の条件は特に限定されるもので
はないが、通常、120〜160℃で10〜20分程度
プレスすればよい。研摩処理は、骨材である加硫ゴムチ
ップ表面に付着したウレタン樹脂バインダに微細な傷を
設ける、あるいは前記ウレタン樹脂バインダを除去する
目的で行われる。研摩処理の方法は特に限定されるもの
ではなく、上記の目的を達成できるのであれば、従来公
知の種々の手法を用いることができる。研摩処理の程度
は、例えばサンドペーパーを用いて軽く押圧しながら1
0往復程度研摩する処理で十分である。
The conditions for the pressing are not particularly limited, but usually, the pressing may be performed at 120 to 160 ° C. for about 10 to 20 minutes. The polishing treatment is performed for the purpose of making a fine scratch on the urethane resin binder attached to the surface of the vulcanized rubber chip as the aggregate, or removing the urethane resin binder. The method of the polishing treatment is not particularly limited, and various conventionally known methods can be used as long as the above object can be achieved. The degree of the polishing treatment is, for example, 1
A process of polishing about 0 reciprocations is sufficient.

【0021】本発明の透水性弾性舗装材は、例えば被舗
装面(基盤)上に接着剤を介して固定することによって
使用される。
The water-permeable elastic pavement material of the present invention is used, for example, by fixing it on a paved surface (base) via an adhesive.

【0022】[0022]

〔弾性舗装材の作製〕(Production of elastic pavement material)

実施例1および比較例1 骨材には、タイヤのトレッド部を研削して得られたファ
イバー状ゴムチップ(平均幅1〜2mm、平均長さ2〜
15mm)を用いた。
Example 1 and Comparative Example 1 The aggregate had a fibrous rubber chip (average width 1-2 mm, average length 2-2) obtained by grinding the tread portion of the tire.
15 mm).

【0023】上記ファイバー状ゴムチップ100重量部
とウレタン樹脂バインダ〔大日本インキ(株)製の「パ
ンテックスTP−1221」〕25重量部とを混合し、
プレス成形にて長さ300mm、幅300mm、厚さ3
0mmに成形した。プレス成形の条件は150℃、20
分とし、空隙率が30%となるように調整した。こうし
て得られた弾性舗装材の表面を、サンドペーパー60番
を用いて手で10秒間程度研摩したものを実施例1と
し、研摩処理を施さなかったものを比較例1とした。
100 parts by weight of the above-mentioned fiber-like rubber chip and 25 parts by weight of a urethane resin binder (“Pantex TP-1221” manufactured by Dainippon Ink and Chemicals, Inc.) were mixed.
Press molding length 300mm, width 300mm, thickness 3
It was molded to 0 mm. Press molding conditions are 150 ° C, 20
And the porosity was adjusted to be 30%. The surface of the elastic pavement material thus obtained was polished by hand using sand paper No. 60 for about 10 seconds as Example 1, and the one without polishing treatment was Comparative Example 1.

【0024】実施例2〜5および比較例2〜5 ウレタン樹脂バインダの配合量および空隙率をそれぞれ
表1に示す値に調整したほかは、実施例1または比較例
1と同様にして弾性舗装材を得た。実施例2〜5はいず
れも表面に研摩処理を施したものであって、比較例2〜
5はいずれも研摩処理を施さなかったものである。
Examples 2 to 5 and Comparative Examples 2 to 5 Elastic pavement materials were prepared in the same manner as in Example 1 or Comparative Example 1, except that the compounding amount and porosity of the urethane resin binder were adjusted to the values shown in Table 1, respectively. I got Examples 2 to 5 each had a surface subjected to polishing treatment, and Comparative Examples 2 to 5.
No. 5 was not subjected to any polishing treatment.

【0025】実施例6および比較例6 ファイバー状ゴムチップに代えて、廃タイヤを粉砕して
得られた粒状ゴムチップ(直径4〜6mm)を用いたほ
かは、実施例1または比較例1と同様にして弾性舗装材
を得た。実施例6は研摩処理を施したものであって、比
較例6は研摩処理を施さなかったものである。
Example 6 and Comparative Example 6 In the same manner as in Example 1 or Comparative Example 1, except that a granular rubber chip (having a diameter of 4 to 6 mm) obtained by grinding a waste tire was used instead of the fiber-like rubber chip. Thus, an elastic pavement material was obtained. Example 6 was subjected to polishing treatment, and Comparative Example 6 was not subjected to polishing treatment.

【0026】対照 ウレタン樹脂の湿潤時の摩擦力を測定するためにはウレ
タン樹脂そのもので弾性舗装体を作成するのが好ましい
が、湿気硬化性一液型ポリウレタンは膜厚2mm程度の
ものを作製する場合であっても硬化中に気泡が発生し、
その作製が非常に困難である。そこで、空隙率を極めて
小さくし、樹脂の比率を高くすることで、樹脂ダレによ
り金型の下側にあたる弾性舗装材表面にはほぼ一面に一
様な樹脂層を形成させて、上記実施例における対照とし
た。
In order to measure the frictional force of the control urethane resin when wet, it is preferable to form an elastic pavement with the urethane resin itself. However, a moisture-curable one-pack polyurethane having a thickness of about 2 mm is prepared. Even in the case, bubbles are generated during curing,
Its fabrication is very difficult. Therefore, by making the porosity extremely small and increasing the ratio of resin, a uniform resin layer is formed almost entirely on the surface of the elastic pavement material corresponding to the lower side of the mold by resin dripping. Controls were used.

【0027】すなわち、ウレタン樹脂バインダの配合量
および空隙率をそれぞれ表1に示す値に調整したほか
は、実施例1と同様にして弾性舗装材を得た。 (空隙率の測定)実施例、比較例および対照で得られた
弾性舗装材の空隙率を、弾性舗装材の作製に使用した加
硫ゴムからなる骨材と樹脂バインダとの総体積(原料混
合物体積)と、弾性舗装材の作製に用いた金型の容積
(モールド容積)とから、次式(1)を用いて求めた。
That is, an elastic pavement material was obtained in the same manner as in Example 1 except that the amount of the urethane resin binder and the porosity were adjusted to the values shown in Table 1, respectively. (Measurement of porosity) The porosity of the elastic pavement material obtained in each of Examples, Comparative Examples, and Controls was calculated based on the total volume of the aggregate made of vulcanized rubber and the resin binder used in the production of the elastic pavement material (raw material mixture). Volume) and the volume (mold volume) of the mold used to produce the elastic pavement material, using the following equation (1).

【0028】[0028]

【数1】 (Equation 1)

【0029】(引張強度の測定)各実施例、比較例およ
び対照で、サンプルとして厚さ10mmのシート状の弾
性舗装材を作製し、JIS K 6251「加硫ゴムの
引張試験方法」の規定に基づいて引張強さ(kg/cm
2 )を測定した。 (湿潤時の滑り摩擦試験)上記サンプルの表面を30分
間程度水でぬらし、ポータブルスキッドレジスタンステ
スターを用いて、滑り摩擦試験を行った。
(Measurement of Tensile Strength) In each of Examples, Comparative Examples and Controls, a sheet-like elastic pavement material having a thickness of 10 mm was prepared as a sample, and was subjected to the provisions of JIS K 6251 "Tensile test method for vulcanized rubber". Tensile strength (kg / cm
2 ) was measured. (Sliding friction test when wet) The surface of the sample was wetted with water for about 30 minutes, and a sliding friction test was performed using a portable skid resistance tester.

【0030】滑り摩擦試験の評価は、ポータブルスキッ
ドレジスタンステスターの読み値BPN(British Pend
ulum Number )により行った。このBPNの値が大きい
ほど滑りにくいことを示す。湿潤時のBPN値は55以
上であるのが好ましく、60以上であるのがより好まし
い。BPN値が55を下回ると滑りを抑制する効果が不
十分になるおそれがある。
The evaluation of the sliding friction test is based on the reading BPN (British Pend) of a portable skid resistance tester.
ulum Number). The greater the value of BPN, the less slippery. The BPN value when wet is preferably 55 or more, more preferably 60 or more. If the BPN value is less than 55, the effect of suppressing slippage may be insufficient.

【0031】各実施例、比較例および対照におけるウレ
タン樹脂バインダと加硫ゴムチップの配合量、弾性舗装
材の空隙率および引張強度の測定結果を表1に示す。ま
た、滑り摩擦試験の結果を表2に示す。
Table 1 shows the measurement results of the blending amount of the urethane resin binder and the vulcanized rubber chip, the porosity of the elastic pavement material, and the tensile strength in each of Examples, Comparative Examples, and Controls. Table 2 shows the results of the sliding friction test.

【0032】[0032]

【表1】 [Table 1]

【0033】[0033]

【表2】 [Table 2]

【0034】表1〜2より明らかなように、研摩処理を
施した場合は、いずれも大きな滑り摩擦力が得られたの
に対し、研摩処理を施さない場合は滑り摩擦力が低く、
湿潤時の滑りを抑制するには不十分であった。上記実施
例の弾性舗装材は、いずれも十分な空隙率を有すること
から、湿潤時の透水性が良好で、優れた吸音特性を維持
することもできた。また、引張強度も高く、優れた耐久
性を維持することができた。
As is clear from Tables 1 and 2, when the polishing treatment was performed, a large sliding friction force was obtained, whereas when the polishing treatment was not performed, the sliding friction force was low.
It was not enough to suppress slippage when wet. Since the elastic pavement materials of the above examples all have a sufficient porosity, they have good water permeability when wet, and can also maintain excellent sound absorbing properties. Also, the tensile strength was high, and excellent durability could be maintained.

【0035】[0035]

【発明の効果】以上詳述したように、本発明によれば、
湿潤時の摩擦力が大きく、かつ透水性、弾力性および吸
音特性に優れた弾性舗装材を得ることができる。かかる
弾性舗装材は、舗装道路等の床面、テニスコート、グラ
ウンド等の屋外スポーツ施設の床面、階上床等に種々の
樹脂舗装に好適である。
As described in detail above, according to the present invention,
An elastic pavement material having a large frictional force when wet and having excellent water permeability, elasticity and sound absorbing properties can be obtained. Such an elastic pavement material is suitable for various resin pavements on floors such as paved roads, floors of outdoor sports facilities such as tennis courts and grounds, and upper floors.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】加硫ゴムチップからなる骨剤をウレタン樹
脂バインダで結合し、前記骨材が表面に露出するよう
に、表面全体に研摩処理を施した弾性舗装材であって、
当該弾性舗装材の空隙率が20〜40%であることを特
徴とする透水性弾性舗装材。
An elastic pavement material in which an aggregate comprising vulcanized rubber chips is bonded with a urethane resin binder, and the entire surface is polished so that the aggregate is exposed on the surface.
A water-permeable elastic pavement, wherein the porosity of the elastic pavement is 20 to 40%.
【請求項2】前記加硫ゴムチップのうち重量割合で90
%以上のものが、幅1〜2mmおよび長さ1〜15mm
のファイバー状ゴムチップまたは直径2〜10mmの粒
状ゴムチップである請求項1記載の弾性舗装材。
2. A vulcanized rubber chip having a weight ratio of 90%
% Or more, width 1 to 2 mm and length 1 to 15 mm
The elastic pavement material according to claim 1, which is a fiber-like rubber chip or a granular rubber chip having a diameter of 2 to 10 mm.
【請求項3】前記ウレタン樹脂バインダが一液性のウレ
タン樹脂である請求項1記載の弾性舗装材。
3. The elastic pavement material according to claim 1, wherein said urethane resin binder is a one-part urethane resin.
JP11079553A 1999-03-24 1999-03-24 Water-permeable elastic pavement material Pending JP2000273809A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11079553A JP2000273809A (en) 1999-03-24 1999-03-24 Water-permeable elastic pavement material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11079553A JP2000273809A (en) 1999-03-24 1999-03-24 Water-permeable elastic pavement material

Publications (1)

Publication Number Publication Date
JP2000273809A true JP2000273809A (en) 2000-10-03

Family

ID=13693214

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11079553A Pending JP2000273809A (en) 1999-03-24 1999-03-24 Water-permeable elastic pavement material

Country Status (1)

Country Link
JP (1) JP2000273809A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100404679B1 (en) * 2001-07-28 2003-11-13 주식회사 삼기칼라콘 pavement overlaid with waste tire chip composition
JP2005120166A (en) * 2003-10-15 2005-05-12 The Eco Kk Air-permeable rubber composition, air-permeable rubber molding and its manufacturing method
WO2007112537A1 (en) * 2006-03-31 2007-10-11 Mark Lukasik A temporary road element

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100404679B1 (en) * 2001-07-28 2003-11-13 주식회사 삼기칼라콘 pavement overlaid with waste tire chip composition
JP2005120166A (en) * 2003-10-15 2005-05-12 The Eco Kk Air-permeable rubber composition, air-permeable rubber molding and its manufacturing method
WO2007112537A1 (en) * 2006-03-31 2007-10-11 Mark Lukasik A temporary road element
US7404690B2 (en) 2006-03-31 2008-07-29 Champagne Edition, Inc. Temporary road element

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