JPS6037302A - Cushion body of pavement and production thereof - Google Patents

Cushion body of pavement and production thereof

Info

Publication number
JPS6037302A
JPS6037302A JP14584483A JP14584483A JPS6037302A JP S6037302 A JPS6037302 A JP S6037302A JP 14584483 A JP14584483 A JP 14584483A JP 14584483 A JP14584483 A JP 14584483A JP S6037302 A JPS6037302 A JP S6037302A
Authority
JP
Japan
Prior art keywords
less
rice husk
water
pavement
cushioning material
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
JP14584483A
Other languages
Japanese (ja)
Other versions
JPH0115641B2 (en
Inventor
相馬 九二市
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.)
Fukuda Sekizai Kk
Original Assignee
Fukuda Sekizai Kk
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 Fukuda Sekizai Kk filed Critical Fukuda Sekizai Kk
Priority to JP14584483A priority Critical patent/JPS6037302A/en
Publication of JPS6037302A publication Critical patent/JPS6037302A/en
Publication of JPH0115641B2 publication Critical patent/JPH0115641B2/ja
Granted legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 この発明は、テニスコート等の運動場及び歩道、ジョギ
ング道等の道路の表面層の下に敷設するクッション材に
関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a cushioning material laid under the surface layer of sports fields such as tennis courts and roads such as sidewalks and jogging paths.

屋外の運動場や道路は天候に左右されることもあって種
々の表面層が採用されている。テニスコートを例にすれ
ばクレーコート、アンツーカ−コート、アスファルトコ
ート、及びオールウェザ−コート等が挙げられる。この
中で自然土を表面層として用いているクレーコートやア
ンツーカ−コートは適度の弾力性があるが、雨が降ると
軟弱となり使用できるまで時間を要し、逆′に夏場晴天
が続くと自然土が非常に硬くなって弾力性がなくなる。
Outdoor playgrounds and roads are affected by the weather, so a variety of surface layers are used. Examples of tennis courts include clay courts, Anzuoka courts, asphalt courts, and all-weather courts. Among these, clay courts and Antukar courts that use natural soil as the surface layer have a moderate elasticity, but they become soft when it rains and take time to be used. The soil becomes very hard and loses its elasticity.

又、天候にそれ程左右されないアスファルトフートやオ
ールウェザ−コートは表面層が硬くなっている。このよ
うに表面層が硬く弾力性のないコートで運動をすると足
腰を傷め疲労しやすくなる。これは、コート自体に弾力
性がないためであり、長時間運動すると、足腰を傷め、
転倒すれば捻座或いは骨折等の危険が有り、存分にプレ
ーを行なうことができない。しかもコート自体に適当な
弾力性がなければ自動車や地殻の変動による揺れ等に弱
く耐久性に欠ける等の欠点を有している。
Also, asphalt foot and all-weather coat, which are not affected by the weather so much, have a hard surface layer. Exercising on a court that has a hard surface layer and lacks elasticity will damage your legs and lower back and make you more likely to get tired. This is because the coat itself has no elasticity, and if you exercise for a long time, it can damage your legs and hips.
If the player falls, there is a risk of sprains or fractures, and he will not be able to play to his full potential. Moreover, if the coat itself does not have appropriate elasticity, it will be vulnerable to vibrations caused by automobiles or the movement of the earth's crust, and will lack durability.

このような欠点を除去するために表面層の下方にクッシ
ョン層を設けることが必要であるが従来技術として例え
ば特公昭52−6’542号公報に開示されているよう
にプラスチック、ゴム等よりなる骨材でクッション層を
設けたものがある。しかしながら、プラスチックやゴム
は弾力性はあるが、吸水性がないため雨が降った後、こ
のクッション層上方の表面層に貯った雨水がクッション
層を介して地中に侵透する効果が期待できないためコー
トが使用できるまで、時間を要する。又、廃物のプラス
チック、′ゴム等を一定の粒度に砕かなければ敷設が難
かしく、一方、一定の粒度に砕くには廃物を利用してい
るとはいってもコストがかかり、コート造成のコストア
ップとなる。
In order to eliminate such defects, it is necessary to provide a cushion layer below the surface layer, but as disclosed in the prior art, for example, Japanese Patent Publication No. 52-6'542, the cushion layer is made of plastic, rubber, etc. Some have a cushion layer made of aggregate. However, although plastic and rubber have elasticity, they do not absorb water, so after it rains, the rainwater accumulated in the surface layer above this cushion layer is expected to penetrate into the ground through the cushion layer. Since this is not possible, it takes time until the coat can be used. In addition, it is difficult to lay waste plastics, rubber, etc. unless it is crushed to a certain particle size, and on the other hand, even if waste is used, crushing it to a certain particle size is expensive, increasing the cost of creating the court. becomes.

この発明は上記欠点に基づいてなされたものであり、特
許請求の範囲に記載した構成とすることにより、吸水性
及び保水性を持たせ理想的な湿潤性を維持させることに
よって弾力性に富み、運動して疲労しない舗装体のクッ
ション材及びその製造方法を提供することを目的とする
This invention has been made based on the above-mentioned drawbacks, and by having the structure described in the claims, it has water absorption and water retention properties, maintains ideal wettability, and is rich in elasticity. An object of the present invention is to provide a cushioning material for a pavement that does not cause fatigue during exercise and a method for manufacturing the same.

次に添伺図面に基づいて本発明の構成を実施例により説
明する。
Next, the configuration of the present invention will be described by way of examples based on accompanying drawings.

第一発明 籾殻に01%以下の粒子に粉砕した粉体と4%以下の粒
子に粉砕した砕石を適当量の水分とともに混合して固化
させることを特徴とする舗装体のクッション材 第1図において、クッション材1は[62(現物又はス
ライス状のもの)に、01%以下の粒子に粉砕した粉体
たる玄武岩3と4%以下の111′I。
First Invention In Fig. 1, a cushioning material for a paving body is characterized in that rice husk is mixed with powder pulverized to particles of 0.1% or less and crushed stone pulverized to particles of 4% or less with an appropriate amount of moisture and solidified. , the cushioning material 1 consists of [62 (actual or sliced), basalt 3 which is a powder crushed into particles of 0.1% or less, and 111'I of 4% or less.

子に粉砕した砕石たる安山岩4を適当量の水分とともに
混合して固化させたものである。前記玄武岩3は籾殻2
の表面に付着し、籾殻2に適度な比重を与えるものであ
り、0.1%以下好ましくは゛0.074%以下の粉体
である。前記安山岩4はこのクッション材1の適度の強
度とtftを保つものであり、4%以下好ましくは2.
5%以下の砕石である。又、上記3種材料の混合(容積
比)としては籾殻2に対して玄武岩3を40%以下、好
マしくは20%混合し混合物となし、この混合物に対し
て安山岩を90%以下、好ましくは70%に混合しクッ
ション*A’ 1を形成スる。尚、このクッション材1
の3種拐料の接着性を良くするため、マグネシアクリン
カ−等の接着剤を添加しても良い。
Andesite 4, which is crushed stone, is mixed with an appropriate amount of water and solidified. The basalt 3 is rice husk 2
It is a powder that adheres to the surface of the rice husk 2 and gives appropriate specific gravity to the rice husk 2, and has a powder content of 0.1% or less, preferably 0.074% or less. The andesite 4 maintains the appropriate strength and TFT of the cushion material 1, and is preferably 4% or less, and preferably 2.
Less than 5% crushed stone. In addition, as for the mixture (volume ratio) of the above three materials, the ratio of basalt 3 to rice husk 2 is 40% or less, preferably 20%, to form a mixture, and andesite is 90% or less, preferably 20% or less, to this mixture. are mixed to 70% to form cushion *A'1. Furthermore, this cushion material 1
In order to improve the adhesion of the three types of adhesives, an adhesive such as magnesia clinker may be added.

第二発明 籾殻に0.1 %以下の粒子に粉砕した粉体を容積比で
40%以下配合し、適当量の水分とともに混合すること
により前記籾殻の表面に前記粉体を付着させた混合物に
、さらに4%以下の粒子に粉砕した砕石を容積比で90
%以下配合し適当量の水分とともに混合して固化させる
ことを特徴とする舗装体のクッション材の製造方法 第1工程 籾殻2(現物又はスライス状のもの)に適度な比重を与
えるため、01%以下、好ましくは0.074%以下の
粒子に粉砕した粉体たる玄武岩3を40%以下配合し、
適当量の水分を含ませて、乾いたらほぐすという作業を
繰り返し混合させ、籾殻2の表面に玄武岩3を付着させ
混合物を得る。尚、玄武岩3の籾殻2に対する混合比(
容積比)は40%以下であるが、好ましくは20%であ
る。又、前記適当量の水分とはコンクリートの水分を測
るスランプ試験としてスランプ−O以下が望ましい。
Second Invention By blending 40% or less by volume of powder pulverized into particles of 0.1% or less into rice husk and mixing with an appropriate amount of water, a mixture is obtained in which the powder is adhered to the surface of the rice husk. In addition, crushed stone crushed to particles of 4% or less is 90% by volume.
A method for producing cushioning materials for pavements, characterized by mixing and solidifying with an appropriate amount of moisture. Below, preferably 40% or less of basalt 3, which is a powder crushed into particles of 0.074% or less, is blended,
The process of adding an appropriate amount of water and loosening the rice husks when dry is repeated, and the basalt 3 is adhered to the surface of the rice husks 2 to obtain a mixture. In addition, the mixing ratio of basalt 3 to rice husk 2 (
The volume ratio) is 40% or less, preferably 20%. Further, the appropriate amount of water is desirably less than slump -O in a slump test for measuring the water content of concrete.

第2工程 クッション材1に適度な強度と重母を保たせるため、前
記混合物に4%以下、好ましくは2.5%以下の粒子に
粉砕した砕石たる安山岩4を容積比で90%以下配合し
、適当な方法によって混合し固化させる。尚安山岩4の
混合物に対する混合比(容積比)は90%以下であるが
、好ましくは70%である。又、この際3種材料の接着
性を良くするため及び籾殻2と安山岩4の粒子間の隙間
を充填するため、セメント、石灰、接着剤としてのマグ
ネシアクリンカ−を混入した粉体たる玄武岩も混合した
方が望ましい。この接着剤の量は用途により異なり、運
動場の場合ブロークターニードルにて各強度を設定し、
接着剤の量を決定し、歩道やジョギング道等の道路の場
合−軸圧縮強度。
Second Step: In order to maintain appropriate strength and mass in the cushioning material 1, 90% or less by volume of andesite 4, which is crushed stone crushed into particles of 4% or less, preferably 2.5% or less, is added to the mixture. , mixed and solidified by a suitable method. The mixing ratio (volume ratio) of andesite 4 to the mixture is 90% or less, but preferably 70%. At this time, in order to improve the adhesion of the three types of materials and to fill the gaps between the particles of rice husk 2 and andesite 4, powdered basalt mixed with cement, lime, and magnesia clinker as an adhesive is also mixed. It is preferable to do so. The amount of adhesive varies depending on the application, and in the case of playgrounds, set each strength with a broctor needle,
Determine the amount of adhesive and for roads such as sidewalks and jogging paths - axial compressive strength.

平板載荷CBR試験による各強度を設定し、接着剤の量
を決定する。
Each strength is set by a flat plate loading CBR test, and the amount of adhesive is determined.

次に第一発明の舗装体のクッション材の作用及び効果を
述べる。
Next, the functions and effects of the cushioning material for the pavement body of the first invention will be described.

運動場等の舗装体は例えば第2図に示すように、粒調砕
石等よりなる基層5上にクッション材1を敷設し、転圧
を行なうことによってクッション層6が形成され、この
クッション層6の上に仕上げとして表面層7が形成され
る。この転圧により、籾殻2.玄武岩3及び安山岩4の
各粒子が密となり互い−に接着し合う。籾殻2は無機質
でありその性質上吸水性に富みかつ一旦吸水すると籾殻
2内に水分が保たれると言う保水性があり、又転圧して
も籾殻2内に多少空気が残っているため毛細管現象によ
る透水性にも富んでいる。このため・雨が降っても表面
層7に貯まった雨水が直ちにクッション層6に吸水及び
透水されるので、表面層7が速やかに乾いて待ち時間を
短縮できる。又、この吸水及び透水された雨水が籾殻2
内に保水され理想的な湿潤性が維持されるためクッショ
ン層6に弾ノJ性が生じ、舗装体にも弾力性が生し、述
動者に疲労を感じさせないばかりでなく、ケガの防止も
できる。交らに、表面層7が自然土で形成されている場
合、晴天の日が続くと表面層7が乾燥して硬くなったり
ヒビ割れたりするが、クッション層6内の籾殻2に保水
されている水分が」二昇して表面層7に適当な水分を補
給するため、上記欠点を防止できる。又、籾殻2は廃材
であり、粉砕等の加工を必゛要とせず、そのまま使用で
きるためコストが安くできる。
As shown in FIG. 2, for example, in the pavement of a playground, etc., a cushion layer 6 is formed by laying a cushion material 1 on a base layer 5 made of granular crushed stone, etc., and performing rolling compaction. A surface layer 7 is formed on top as a finish. By this rolling pressure, the rice husk 2. The particles of basalt 3 and andesite 4 become dense and adhere to each other. The rice husk 2 is an inorganic substance and has a high water absorption property due to its nature, and once it absorbs water, it has a water-retentive property that retains the moisture within the rice husk 2. Also, even after compaction, some air remains within the rice husk 2, so that capillary formation occurs. It also has high water permeability due to this phenomenon. Therefore, even if it rains, the rainwater accumulated in the surface layer 7 is immediately absorbed and permeated into the cushion layer 6, so the surface layer 7 dries quickly and the waiting time can be shortened. In addition, this absorbed and permeated rainwater is absorbed into the rice husk 2.
Since water is retained within the pavement and ideal wettability is maintained, elasticity is created in the cushion layer 6, and elasticity is also created in the pavement, which not only does not make the person feeling fatigued, but also prevents injury. You can also do it. On the other hand, if the surface layer 7 is made of natural soil, the surface layer 7 will dry out and become hard or crack when sunny days continue, but the rice husk 2 in the cushion layer 6 retains water. The above-mentioned drawbacks can be prevented because the water present in the film rises and supplies an appropriate amount of water to the surface layer 7. In addition, the rice husk 2 is a waste material and does not require any processing such as crushing, and can be used as it is, so the cost can be reduced.

次に第二発明の舗装体のクッション材の製造方法の作用
及び効果を述べる。
Next, the functions and effects of the method for manufacturing a cushioning material for a pavement body according to the second invention will be described.

先ず、@1工程において籾殻2と粉体たる玄に 武者3を混合しているが、これは籾殻2の表面ハ 玄武岩3を付着させるためであり、このようにすると、
軽い籾殻2の比重が増し、屋外でのクッション材1の敷
設の際風等で籾殻2が飛散することを防止でき、かつ籾
殻2同士の結合を防止しクッション材1内で均一に籾殻
2を分散させることができる。
First, in step @1, Musha 3 is mixed with the rice husk 2 and the powdered grain, but this is to attach the basalt 3 to the surface of the rice husk 2, and in this way,
The specific gravity of the light rice husk 2 increases, which prevents the rice husk 2 from being blown away by the wind when laying the cushioning material 1 outdoors, and also prevents the rice husk 2 from joining together and spreads the rice husk 2 uniformly within the cushioning material 1. Can be dispersed.

次に第2工程において、籾殻2と玄武岩3との混合物に
砕石たる安山岩を混合しているが、これはクッション材
1に適度の強度と比重を保たせるためであり、これによ
ってクッション材1を敷設し、転圧しても籾殻2は完全
に潰されることはtJ<、籾殻は保水性を保つことがで
き、又クッション層の強度を増大することができる。
Next, in the second step, crushed andesite is mixed into the mixture of rice husk 2 and basalt 3. This is to maintain appropriate strength and specific gravity of the cushion material 1. If the rice husk 2 is not completely crushed even when laid and rolled, the rice husk can maintain water retention and the strength of the cushion layer can be increased.

さらに、セメント、石灰及び接着剤としてのマグネシア
クリンカ−を混入した粉体たる玄武岩を同時に混合させ
れば、籾殻2と安山岩4との隙間を充填されると共に粒
子間の接着性が良くなる。このように製造されたクッシ
ョン材1を舗装体のクッション層6として使用するがこ
のクッション材1内体の効果は前記第一発明の効果と同
じであるので省略する。
Further, by simultaneously mixing cement, lime, and powdered basalt mixed with magnesia clinker as an adhesive, the gap between the rice husk 2 and the andesite 4 is filled, and the adhesion between the particles is improved. The cushioning material 1 manufactured in this way is used as the cushioning layer 6 of the pavement, but the effects of the inner body of the cushioning material 1 are the same as those of the first invention, so a description thereof will be omitted.

次に本発明のクッション材の吸水、保水性試験の実験デ
ータを表1に示す。表1はクッション材1を10%径A
、20%径B、40%径Cにした乾燥材を10分間水に
侵した後それぞれの重量を測定し乾燥重量と水浸重量を
比較したものである。
Next, Table 1 shows experimental data of water absorption and water retention tests of the cushioning material of the present invention. Table 1 shows cushion material 1 with 10% diameter A.
, 20% diameter B, and 40% diameter C were immersed in water for 10 minutes, their weights were measured, and the dry weights and water-soaked weights were compared.

表1 表1に示すように水浸後クッション材の重量は約25%
前後増加している。これは、モルタル等の場合は10%
前後であることと比較すると本発明のクッション材が透
水、保水効果共に大幅に透れていることを示し、そのた
め弾力性にも透れていることになる。又、この弾力性試
験のため本発明のクッション材を敷設した部分と通常の
路盤の上に表面層として同一の平板ブロワを敷設し、3
0人に歩行してもらい、弾力性を感じられるかの実験を
行なった。この結果を表2に示す。
Table 1 As shown in Table 1, the weight of the cushion material after immersion in water is approximately 25%.
It is increasing before and after. This is 10% for mortar etc.
A comparison between the before and after shows that the cushioning material of the present invention is significantly more transparent in both water permeation and water retention effects, and therefore has better elasticity. In addition, for this elasticity test, the same flat plate blower was laid as a surface layer on the part where the cushioning material of the present invention was laid and on the ordinary roadbed.
We conducted an experiment by having 0 people walk and see if they could feel the elasticity. The results are shown in Table 2.

表2 この結果、ただ$1行、しただけで弾力性を感じる人が
23人(77%)おることから、この上で走ったり運動
すれば、はぼ全員が弾力性を感じることが推察でき、本
発明のクッション材が弾力性に透れていることが証明さ
れる。
Table 2 As a result, 23 people (77%) felt elasticity after just doing one line, so it can be inferred that everyone would feel elasticity if they ran or exercised on it. , it is proven that the cushioning material of the present invention has transparent elasticity.

以上本発明の一実施例について詳述したが、前記粉体及
び砕石は玄武岩及び安山岩に限定されるものではなく他
の石等も使用できる。
Although one embodiment of the present invention has been described above in detail, the powder and crushed stone are not limited to basalt and andesite, and other stones can also be used.

このように本発明によれば、吸水性及び保水性を持たせ
理想的な湿潤性を維持させることによって弾力性に富み
、運動しても疲労しない舗装体のクッション材及びその
製造方法を提供できる。
As described above, according to the present invention, it is possible to provide a cushioning material for a pavement body that has water absorption and water retention properties and maintains ideal wettability, thereby being highly elastic and not causing fatigue even during exercise, and a method for manufacturing the same. .

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

第1図は本発明のクッション材の一実施例を示す断面図
、第2図は運動場の舗装体断面図である。 1・・クッション材 2・・籾殻 3・・玄武岩 4・
・安山岩 5・・基層 6・・クッション層 7・・表
面層
FIG. 1 is a cross-sectional view showing an embodiment of the cushioning material of the present invention, and FIG. 2 is a cross-sectional view of a pavement of a playground. 1. Cushion material 2. Rice husk 3. Basalt 4.
・Andesite 5. Base layer 6. Cushion layer 7. Surface layer

Claims (1)

【特許請求の範囲】 fil 籾殻に0.1%以下の粒子に粉砕した粉体と4
%以下の粒子に粉砕した砕石を適当量の水分とともに混
合して固化させることを特徴とする舗装体のクッション
材。 (2) 前記粉体と砕石が玄武岩、安山岩からなること
を特徴とする特許請求の範囲第1項記載の舗装体のクッ
ション材。 (3) 籾殻にO,1%以下の粒子に粉砕した粉体を容
積比で40%以下配合し、適当量の水分とともに混合す
ることにより前記籾殻の表面に前記粉体を付着させた混
合物に、さらに4%以下の粒子に粉砕した砕石を容積比
で90%以下配合し適当量の水分とともに混合して固化
させることを特徴とする舗装体のクッション材の製造方
法。
[Scope of Claims] fil Powder pulverized into particles of 0.1% or less in rice husk, and 4
1. A cushioning material for a pavement body, characterized in that crushed stone crushed into particles of less than 10% is mixed with an appropriate amount of water and solidified. (2) The cushioning material for a pavement according to claim 1, wherein the powder and crushed stone are made of basalt or andesite. (3) Mix O, 40% or less by volume of powder pulverized into particles of 1% or less with rice husk, and mix with an appropriate amount of water to form a mixture in which the powder is attached to the surface of the rice husk. A method for producing a cushioning material for a pavement, further comprising blending 90% or less by volume of crushed stone crushed into particles of 4% or less, mixing with an appropriate amount of water, and solidifying the mixture.
JP14584483A 1983-08-09 1983-08-09 Cushion body of pavement and production thereof Granted JPS6037302A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14584483A JPS6037302A (en) 1983-08-09 1983-08-09 Cushion body of pavement and production thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14584483A JPS6037302A (en) 1983-08-09 1983-08-09 Cushion body of pavement and production thereof

Publications (2)

Publication Number Publication Date
JPS6037302A true JPS6037302A (en) 1985-02-26
JPH0115641B2 JPH0115641B2 (en) 1989-03-20

Family

ID=15394404

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14584483A Granted JPS6037302A (en) 1983-08-09 1983-08-09 Cushion body of pavement and production thereof

Country Status (1)

Country Link
JP (1) JPS6037302A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03172568A (en) * 1989-09-08 1991-07-25 Vdo Adolf Schindling Ag Fuel-air mixture-forming apparatus for internal-combustion engine
US6165124A (en) * 1998-02-23 2000-12-26 Asahi Kogaku Kogyo Kabushiki Kaisha Forceps plug of an endoscope

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03172568A (en) * 1989-09-08 1991-07-25 Vdo Adolf Schindling Ag Fuel-air mixture-forming apparatus for internal-combustion engine
US6165124A (en) * 1998-02-23 2000-12-26 Asahi Kogaku Kogyo Kabushiki Kaisha Forceps plug of an endoscope

Also Published As

Publication number Publication date
JPH0115641B2 (en) 1989-03-20

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