JP2704240B2 - Cushionable roadbed material having water permeability, walking path, stadium - Google Patents

Cushionable roadbed material having water permeability, walking path, stadium

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Publication number
JP2704240B2
JP2704240B2 JP5235352A JP23535293A JP2704240B2 JP 2704240 B2 JP2704240 B2 JP 2704240B2 JP 5235352 A JP5235352 A JP 5235352A JP 23535293 A JP23535293 A JP 23535293A JP 2704240 B2 JP2704240 B2 JP 2704240B2
Authority
JP
Japan
Prior art keywords
cushioning
roadbed material
stadium
roadbed
material according
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.)
Expired - Fee Related
Application number
JP5235352A
Other languages
Japanese (ja)
Other versions
JPH0762606A (en
Inventor
和也 大谷
良三 大野
勉 鹿内
勇人 新屋
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.)
Sanyo Chemical Industries Ltd
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Sanyo Chemical Industries Ltd
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Priority to JP5235352A priority Critical patent/JP2704240B2/en
Publication of JPH0762606A publication Critical patent/JPH0762606A/en
Application granted granted Critical
Publication of JP2704240B2 publication Critical patent/JP2704240B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、路盤として適当な、透
水性を有し、クッション性に優れた歩径路、競技場用ク
ッション性路盤材およびそれを用いた歩径路または競技
場に関する。特に競馬場、調教場、競走馬の育成場、サ
ッカー場、野球場、アメリカンフットボール場、ホッケ
ー場、テニス場、陸上競技場、プールサイドの歩径路
や、陸上競技場のトラックのクッション性路盤材および
それを用いた歩径路または競技場に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a footpath, a cushioned roadbed material for a stadium, and a footpath or a stadium using the same, which is suitable for a roadbed and has excellent water permeability and excellent cushioning properties. In particular, racetracks, training grounds, racehorse breeding grounds, soccer fields, baseball fields, American football fields, hockey fields, tennis fields, athletic fields, poolside walking paths, and cushioned roadbed materials for track tracks in athletic fields And a walking path or a stadium using the same.

【0002】[0002]

【従来の技術】通常歩径路や競技場の構造は、アスコ
ン、コンクリート、砕石等の路盤、ゴムチップ、ウレタ
ンチップ、透水性のアスファルト等の表面材からなって
おり、従来、上述の路盤には、路盤材として、アスコ
ン、コンクリート、砕石が使用されている。これらの路
盤材は、日常の維持管理が比較的容易である。
2. Description of the Related Art Generally, the structure of a walking path or a stadium is made of a base material such as ascon, concrete or crushed stone, a surface material such as rubber chips, urethane chips, or water-permeable asphalt. Ascon, concrete, and crushed stone are used as roadbed materials. These roadbed materials are relatively easy to maintain on a daily basis.

【0003】しかし、これら路盤材を使用した歩径路や
競技場は、以下のような難点がある。 1)路盤自体に透水性が無いため、たとえ表面材に透水
性があっても、降雨時や降雨後の表面材に雨水がたま
り、グランド整備に多大の費用を要する。 2)さらに冬場には、表面材が水を含み凍結し、競技を
中止しなければならなくなる。この凍結を防止するため
には、夜間のシート掛け、塩化カルシウム等の塩類の散
布等、グランド整備に多大な費用と労力を要する。 3)表面材の弾性が競技の種類によっては足りず、さら
に弾性を付与するために表面材の厚みを変更しなければ
ならず、施工コストに難点がある。
However, a walking path or a stadium using these roadbed materials has the following disadvantages. 1) Since the roadbed itself has no water permeability, even if the surface material has water permeability, rainwater accumulates on the surface material at the time of rainfall or after rainfall, and a great expense is required for ground maintenance. 2) Furthermore, in winter, the surface material freezes because it contains water, and the competition must be stopped. In order to prevent this freezing, a great deal of cost and labor is required for ground maintenance, such as hanging a seat at night and spraying salts such as calcium chloride. 3) The elasticity of the surface material is insufficient depending on the type of the game, and the thickness of the surface material must be changed in order to impart the elasticity, and there is a problem in the construction cost.

【0004】また、上記問題を解決するために、例えば
発泡ポリスチレンのビーズを接着剤で固めてブロック状
にした物もあるが、強度、特に対衝撃性が悪く、耐久性
に大きな問題がある。
Further, in order to solve the above-mentioned problem, there is, for example, a product in which beads of expanded polystyrene are solidified with an adhesive to form a block, but the strength, particularly the impact resistance, is poor, and the durability is serious.

【0005】[0005]

【課題を解決するための手段】本発明者は、優れた透水
性を備えかつ適度なクッション性を与え、各種競技等の
衝撃に対して耐久性のある透水性を有する歩径路、競技
場用クッション性路盤材を得るべく鋭意検討した結果、
本発明に到達した。
Means for Solving the Problems The present inventor has proposed a step path for a walking path and a stadium which has excellent water permeability and provides appropriate cushioning properties and has water permeability which is durable against impacts in various sports and the like. As a result of intensive studies to obtain a cushioning roadbed material,
The present invention has been reached.

【0006】すなわち本発明は、柱状合成樹脂発泡体粒
子が熱融着した成型品であり、且つ該成型品の透水係数
が1.0×10-2cm/sec以上であり、また重錘落
下試験による衝撃加速度が10〜200Gであり、かつ
空隙率が5〜50%である透水性を有するクッション性
路盤材および歩径路、競技場である。
That is, the present invention relates to a molded product obtained by thermally fusing columnar synthetic resin foam particles, wherein the molded product has a water permeability of 1.0 × 10 −2 cm / sec or more, It is a cushioned roadbed material, a footpath, and a stadium having an impact acceleration of 10 to 200 G by a test and a porosity of 5 to 50% and having water permeability.

【0007】本発明の透水性を有する歩径路、競技場用
クッション性路盤材の透水係数は通常1.0×10-2
m/sec以上である。1.0×10-2cm/sec未
満では、降雨時や降雨後に歩径路、競技場表面に水たま
りがみられ、また冬場には歩径路、競技場表面が凍結す
る等の問題が発生する。
[0007] The hydraulic permeability of the cushioned roadbed material of the present invention for walking paths and stadiums is usually 1.0 × 10 -2 c.
m / sec or more. If it is less than 1.0 × 10 −2 cm / sec, puddles are observed on the walking path and the surface of the stadium during and after the rain, and in winter, the walking path and the surface of the stadium are frozen.

【0008】本発明の透水性を有する歩径路用クッショ
ン性路盤材の重錘落下試験による衝撃加速度は、通常5
〜200Gである。競馬場、調教場、競走馬の育成場の
歩径路の路盤として使用する場合は、好ましくは30〜
150Gであり、特に好ましくは50〜120Gであ
る。5G未満でも、200Gを越えても適度なクッショ
ン性が得られず、走行性が悪くなる。サッカー場、野球
場、アメリカンフットボール場、ホッケー場、テニス
場、陸上競技場、プールサイドの歩径路の路盤として使
用する場合は、好ましくは10〜80Gであり、特に好
ましくは20〜60Gである。5G未満でも200Gを
越えても適度なクッション性が得られず、運動特性が悪
くなる。本発明の透水性を有する競技場用クッション性
路盤材の重錘落下試験による衝撃加速度は、通常5〜1
00Gである。好ましくは10〜80Gであり、特に好
ましくは20〜60Gである。5G未満でも、100G
を越えても適度なクッション性が得られず、走行性が悪
くなる。
The impact acceleration of the cushioning roadbed material having a water permeability according to the present invention for stepped roads is usually 5 by a weight drop test.
~ 200G. When used as a roadbed on a footpath of a racetrack, a training ground, a racehorse breeding ground, preferably 30 to
150G, particularly preferably 50-120G. Even if it is less than 5G, even if it exceeds 200G, an appropriate cushioning property cannot be obtained, and the running property is deteriorated. When used as a roadbed on a soccer field, a baseball field, an American football field, a hockey field, a tennis field, an athletic field, or a poolside walkway, the speed is preferably 10 to 80 G, particularly preferably 20 to 60 G. Even if it is less than 5G or more than 200G, an appropriate cushioning property cannot be obtained, and the exercise characteristics deteriorate. The impact acceleration by the weight drop test of the cushioned roadbed material for stadiums having water permeability of the present invention is usually 5 to 1
00G. Preferably it is 10-80G, especially preferably 20-60G. 100G even if less than 5G
Even if it exceeds, moderate cushioning property cannot be obtained, and running performance is deteriorated.

【0009】本発明の透水性を有する歩径路、競技場用
クッション性路盤材に使用する合成樹脂発泡体の形状
は、実質的に柱状が好ましいが、例えば球状などの他の
形状の物を併用してもよい。本発明の透水性を有する歩
径路、競技場用クッション材に使用できる合成樹脂とし
ては、吸水率の低い合成樹脂がよく、例えばポリプロピ
レン系、ポリエチレン系、シリコーン系、ウレタン系、
スチレン系、ポリブテン系樹脂およびこれらの2種以上
併用物が挙げられる。これらのうち好ましいものは、ポ
リプロピレン系、ポリエチレン系、シリコーン系、ウレ
タン系である。該合成樹脂発泡体粒子の吸水率は通常5
%以下である。吸水率が5%を越えると表面材や路盤が
冬場凍結する等の障害を生じる。
The shape of the synthetic resin foam used for the stepped path having water permeability and the cushioning roadbed material for the stadium of the present invention is preferably substantially columnar, but other shapes such as spherical are also used. May be. As the synthetic resin that can be used for the step path having water permeability of the present invention and a cushioning material for a stadium, a synthetic resin having a low water absorption rate is preferable, for example, a polypropylene resin, a polyethylene resin, a silicone resin, a urethane resin,
Styrene-based and polybutene-based resins, and a combination of two or more of these resins. Of these, preferred are polypropylene, polyethylene, silicone and urethane. The water absorption of the synthetic resin foam particles is usually 5
% Or less. If the water absorption exceeds 5%, obstacles such as freezing of the surface material and the roadbed in winter are caused.

【0010】本発明の透水性を有する歩径路、競技場用
クッション性路盤材の空隙率は通常5〜50%である。
好ましくは5〜30%である。空隙率が5%未満では、
目標とする透水性が得られず、50%より大きいとクッ
ション性が良すぎるため、走行性が悪くなる。
[0010] The porosity of the cushioned roadbed material of the present invention for use in walking paths and stadiums having water permeability is usually 5 to 50%.
Preferably it is 5 to 30%. If the porosity is less than 5%,
The desired water permeability cannot be obtained, and if it is more than 50%, the cushioning properties are too good, and the running property is poor.

【0011】本発明の透水性を有する歩径路、競技場用
クッション性路盤材に使用する合成樹脂発泡体粒子の見
かけ密度は通常0.01〜0.35g/cm3である。
好ましくは0.02〜0.3g/cm3である。見かけ
密度発泡倍率が0.01g/cm3未満および0.35
g/cm3を越えると、目標とするクッション性が得ら
れず、また成型が困難となる。
The apparent density of the synthetic resin foam particles used for the water-permeable footpath and the cushioning base material for the stadium of the present invention is usually 0.01 to 0.35 g / cm 3 .
Preferably it is 0.02-0.3 g / cm < 3 >. Apparent density foaming ratio less than 0.01 g / cm 3 and 0.35
If it exceeds g / cm 3 , the desired cushioning property cannot be obtained, and molding becomes difficult.

【0012】本発明の透水性を有する歩径路、競技場用
クッション性路盤材に使用する浸透剤としては、ジオク
チルスルホコハク酸ナトリウム、ポリオキシエチレンア
ルキルエーテル、ドデシルベンゼンスルホン酸ナトリウ
ム、アルキルナフタレンスルホン酸ナトリウム、オレイ
ン酸ブチルエステルの硫酸化物等の親水性界面活性剤が
あげられる。特に好ましいものは、ジオクチルスルホコ
ハク酸ナトリウム、ポリオキシエチレンアルキルエーテ
ル等である。前述の浸透剤による処理方法としては、成
型後に薬剤の水溶液を塗布、スプレー、浸漬などの方法
で付着させた後に水分を乾燥させる。
Examples of the penetrant used for the water-permeable footpath and cushion-type roadbed material for stadiums of the present invention include sodium dioctylsulfosuccinate, polyoxyethylene alkyl ether, sodium dodecylbenzenesulfonate, sodium alkylnaphthalenesulfonate. And hydrophilic surfactants such as sulfated butyl oleate. Particularly preferred are sodium dioctyl sulfosuccinate, polyoxyethylene alkyl ether and the like. As a treatment method using the above-described penetrating agent, an aqueous solution of a chemical is applied after molding, applied by spraying, dipping, or the like, and then dried.

【0013】本発明の透水性を有する歩径路、競技場用
クッション性路盤材の形状、大きさに関しては特に限定
はなく、実用に供せるものであればよい。施工の容易さ
を考慮して、通常90〜120cm(縦)×120〜1
80cm(横)×2〜6cm(厚さ)の板状が好まし
い。
There are no particular restrictions on the shape and size of the water-permeable footpath and cushioned roadbed material for the stadium of the present invention, and any shape may be used as long as it can be put to practical use. Considering the ease of construction, usually 90-120cm (length) x 120-1
A plate shape of 80 cm (width) × 2 to 6 cm (thickness) is preferable.

【0014】さらに、本発明の透水性を有する歩径路、
競技場用クッション性路盤材には、路盤材として必要な
諸特性に支障のない範囲で、顔料等の着色剤、紫外線吸
収剤、酸化防止剤等の添加剤を混合してもよい。
Further, the step path having water permeability according to the present invention,
Additives such as a coloring agent such as a pigment, an ultraviolet absorber, and an antioxidant may be added to the cushioned roadbed material for the stadium as long as various characteristics required for the roadbed material are not hindered.

【0015】本発明の透水性を有するクッション材を用
いた歩径路、競技場の施工方法としては、例えば路床の
上に本発明の路盤材を敷き、路盤材の上にプライマーを
塗布し、ゴムチップや、ウレタンチップ、透水性アスフ
ァルト等の表面材を厚さ10〜15mmで施工する方法
があげられる。
[0015] As a construction method of a walking path or a stadium using the water-permeable cushion material of the present invention, for example, a roadbed material of the present invention is laid on a roadbed, and a primer is applied on the roadbed material. A method of applying a surface material such as a rubber chip, a urethane chip, and water-permeable asphalt to a thickness of 10 to 15 mm is exemplified.

【0016】[0016]

【実施例】以下、実施例により本発明を更に説明する
が、本発明はこれに限定されるものではない。 実施例1 特開平3−224727号公報の実施例1に記載された
発泡成型体(90cm×120cm×3cm)を、ジオ
クチルスルホコハク酸ナトリウム[三洋化成工業(株)
製 サンモリンOT−70;有効成分70%の溶液]の
1%希釈液中に2時間浸透させた後、60℃の順風乾燥
機で乾燥させて、透水性を有する歩径路、競技場用クッ
ション性路盤材(1)を得た。
EXAMPLES The present invention will be further described with reference to examples below, but the present invention is not limited to these examples. Example 1 A foamed molded product (90 cm × 120 cm × 3 cm) described in Example 1 of JP-A-3-224727 was prepared by using sodium dioctylsulfosuccinate [Sanyo Chemical Industry Co., Ltd.]
Manufactured by Sanmorin OT-70; 70% solution of active ingredient] for 2 hours, and then dried with a normal-temperature dryer at 60 ° C to provide a water-permeable footpath and cushioning property for a stadium. The roadbed material (1) was obtained.

【0017】実施例2 同上公報の実施例6に記載された発泡成型体(90cm
×120cm×3cm)を、ポリオキシエチレンデカノ
ール[三洋化成工業(株)製 サンモリン11;有効成
分60%の溶液]の1%希釈液中に2時間浸透させた
後、60℃の順風乾燥機で乾燥させて、透水性を有する
歩径路、競技場用クッション性路盤材(2)を得た。
Example 2 A foam molded article (90 cm) described in Example 6
× 120 cm × 3 cm) in a 1% dilute solution of polyoxyethylene decanol [Sanmorin 11 manufactured by Sanyo Chemical Industries, Ltd .; 60% solution of active ingredient] for 2 hours, and then a normal air dryer at 60 ° C. To obtain a cushioned roadbed material (2) for a walking path and a stadium having water permeability.

【0018】施工例1 歩径路、競技場路盤材(1)を厚さ3cmで競馬場の歩
径路に施工して、試験歩径路(A)を得た。表面材とし
ては、ゴムチップ舗装材を厚さ15mmで施工した。
Construction Example 1 A step path and a stadium track base material (1) were applied to a step path of a racetrack at a thickness of 3 cm to obtain a test step path (A). As a surface material, a rubber chip pavement material was applied with a thickness of 15 mm.

【0019】施工例2 歩径路、競技場路盤材(2)を厚さ3cmで競馬場の歩
径路に施工して、試験歩径路(B)を得た。表面材とし
ては、ゴムチップ舗装材を厚さ15mmで施工した。
Construction Example 2 A step path and a stadium roadbed material (2) were applied to a step path of a racetrack at a thickness of 3 cm to obtain a test step path (B). As a surface material, a rubber chip pavement material was applied with a thickness of 15 mm.

【0020】比較例1 コンクリートで比較の歩径路、競技場路盤(3)を得
た。
Comparative Example 1 A comparative walking path and a stadium (3) were obtained from concrete.

【0021】比較例2 球状のポリスチレン発泡粒子を接着剤で固めて、比較の
歩径路、競技場路盤材(4)を得た。
COMPARATIVE EXAMPLE 2 Spherical polystyrene foam particles were fixed with an adhesive to obtain a comparative walking path and a stadium (4).

【0022】比較施工例1 歩径路、競技場用路盤(3)を厚さ10cmで競馬場の
歩径路に施工して、試験歩径路(C)を得た。表面材と
しては、ゴムチップ舗装材を厚さ15mmで施工した。
Comparative Construction Example 1 A step path and a stadium roadbed (3) were constructed on a step path of a racetrack with a thickness of 10 cm to obtain a test step path (C). As a surface material, a rubber chip pavement material was applied with a thickness of 15 mm.

【0023】比較施工例2 歩径路、競技場路盤材(4)を厚さ5cmで競馬場の歩
径路に施工して、試験歩径路(D)を得た。表面材とし
ては、ゴムチップ舗装材を厚さ15mmで施工した。
Comparative Construction Example 2 A step path and a stadium course material (4) having a thickness of 5 cm were constructed on a step path of a racetrack to obtain a test step path (D). As a surface material, a rubber chip pavement material was applied with a thickness of 15 mm.

【0024】実施例、施工実施例および比較例、比較施
工例 本発明の歩径路、競技場用クッション性路盤材(1)、
(2)および比較の路盤材(3)、(4)の透水係数、
重錘落下試験による衝撃加速度、空隙率、見かけ密度、
吸水率および900回突き固め後の前記各々の数値を表
1に示す。また本発明の透水性を有する歩径路、競技場
用クッション性路盤材を用いた試験歩径路(A)、
(B)および比較の試験歩径路(C)、(D)の施工後
1カ月、3カ月、および6カ月後の透水係数および重錘
落下試験による重力加速度の値を表2に示す。表1およ
び表2の−は測定できなかった事を示す。
Working Examples, Working Examples and Comparative Examples, Comparative Working Examples Cushioned roadbed materials (1) for walking paths and stadiums according to the present invention,
(2) and the hydraulic conductivity of the roadbed materials (3) and (4) for comparison,
Impact acceleration, porosity, apparent density,
Table 1 shows the water absorption and the respective numerical values after compaction 900 times. In addition, the step path having water permeability of the present invention, a test step path using a cushioning base material for a stadium (A),
Table 2 shows the values of the water permeability and the gravitational acceleration obtained by the weight drop test one month, three months, and six months after the construction of (B) and the comparative test steps (C) and (D). -In Tables 1 and 2 indicates that measurement could not be performed.

【0025】[0025]

【表1】 [Table 1]

【0026】注1)透水係数の測定は、JIS−A−1
200の変水位透水試験に従い行った。 注2)重錘落下試験は、JIS−K−7211に準じ、
加速度計の付いた重量2kgの重りを高さ80cmの位
置から垂直に落としたときの、衝撃加速度の測定により
行った。 注3)空隙率の測定は、50mm×50mm×50mm
の試験片の見かけ体積をVocm3とし、試験片をエタ
ノール中に沈めた時に増量した体積をVicm3として
次式にて求めた。 空隙量={(Vo−Vi)/Vi}×100 注4)見かけ密度の測定は、JIS−K−6767に従
って行った。 注5)吸水率の測定は、JIS−K−6767に従って
行った。 注6)900回突き固め試験は、10cm(縦)×10
cm(横)×20cm(高さ)の鉄のモールドに試験路
盤材を入れた後、900回突き固め行った。
Note 1) The measurement of hydraulic conductivity is based on JIS-A-1
The test was performed according to 200 variable water permeability tests. Note 2) The weight drop test is based on JIS-K-7221.
The impact acceleration was measured when a weight of 2 kg with an accelerometer was dropped vertically from a height of 80 cm. Note 3) Measurement of porosity is 50 mm x 50 mm x 50 mm
The apparent volume of the test piece was defined as Vocm 3, and the volume increased when the test piece was immersed in ethanol was determined as Vicm 3 by the following equation. Void amount = {(Vo−Vi) / Vi} × 100 Note 4) The apparent density was measured according to JIS-K-6767. Note 5) The water absorption was measured in accordance with JIS-K-6767. Note 6) The compaction test 900 times is 10 cm (length) x 10
The test roadbed material was put into an iron mold of cm (width) × 20 cm (height), and then compacted 900 times.

【0027】[0027]

【表2】 [Table 2]

【0028】[0028]

【発明の効果】本発明は下記の効果を奏する。 (1)本発明の歩径路、競技場用路盤材は、長期にわた
り良好な透水性を有するので、降雨時や降雨後に歩径
路、競技場の表面に雨水等がたまることはなく、また冬
場に歩径路、競技場が凍結することもない。 (2)本発明の歩径路、競技場用路盤材は、長期にわた
り良好なクッション性を有するので、たとえ表面材のク
ッション性が足りなくなくとも、各種運動や競技に適し
た歩径路、競技場を提供する。
The present invention has the following effects. (1) Since the stepping path and the roadbed material for stadiums of the present invention have good water permeability over a long period of time, rainwater and the like do not collect on the stepping path and the surface of the stadium during rainfall and after rain, and in winter. The walking path and the stadium do not freeze. (2) The footpaths and stadiums of the present invention have good cushioning properties over a long period of time, so that even if the surface material does not have sufficient cushioning properties, the footpaths and stadiums suitable for various exercises and competitions I will provide a.

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

【図1】本発明の歩径路、競技場の断面図である。FIG. 1 is a sectional view of a walking path and a stadium according to the present invention.

【符号の説明】[Explanation of symbols]

1 表面材 2 路盤材 1 Surface material 2 Roadbed material

───────────────────────────────────────────────────── フロントページの続き 審査官 荒井 良子 (56)参考文献 特開 平3−224727(JP,A) ──────────────────────────────────────────────────続 き Continuation of the front page Examiner Yoshiko Arai (56) References JP-A-3-224727 (JP, A)

Claims (8)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 柱状合成樹脂発泡体粒子が熱融着した成
型品であって、且つ該成型品の透水係数が1.0×10
-2cm/sec以上であり、また重錘落下試験による衝
撃加速度が5〜200Gであり、かつ空隙率が5〜50
%である歩径路用クッション性路盤材。
1. A molded product obtained by thermally fusing columnar synthetic resin foam particles, and having a water permeability of 1.0 × 10
-2 cm / sec or more, the impact acceleration by a weight drop test is 5 to 200 G, and the porosity is 5 to 50 G
% Of cushioning roadbed material for stepped roads.
【請求項2】 該歩径路が競馬場、調教場、競走馬の育
成場、サッカー場、野球場、アメリカンフットボール
場、ホッケー場、テニス場、陸上競技場およびプールサ
イドからなる群より選ばれるものの歩径路である請求項
1記載のクッション性路盤材。
2. The walking path selected from the group consisting of a racetrack, a training ground, a racehorse breeding ground, a soccer field, a baseball field, an American football field, a hockey field, a tennis field, an athletic field and a poolside. The cushioning roadbed material according to claim 1, which is a stepped path.
【請求項3】 柱状合成樹脂発泡体粒子が熱融着した成
型品であって、且つ該成型品の透水係数が1.0×10
-2cm/sec以上であり、また重錘落下試験による衝
撃加速度が5〜100Gであり、かつ空隙率が5〜50
%である競技場用クッション性路盤材。
3. A molded product obtained by heat-sealing the columnar synthetic resin foam particles, and the molded product has a water permeability of 1.0 × 10 3.
−2 cm / sec or more, the impact acceleration by a weight drop test is 5 to 100 G, and the porosity is 5 to 50 G.
% Cushioning roadbed material for stadiums.
【請求項4】 該競技場が陸上競技場のトラックである
請求項3記載のクッション性路盤材。
4. The cushioned roadbed material according to claim 3, wherein the stadium is a track of an athletics stadium.
【請求項5】 該合成樹脂発泡体粒子の見かけ密度が
0.01〜0.35g/cm3である請求項1〜4のい
ずれか記載のクッション性路盤材。
5. The cushioning roadbed material according to claim 1, wherein the synthetic resin foam particles have an apparent density of 0.01 to 0.35 g / cm 3 .
【請求項6】 該合成樹脂発泡体粒子の吸水率が5%以
下である請求項1〜5のいずれか記載のクッション性路
盤材。
6. The cushioning roadbed material according to claim 1, wherein the synthetic resin foam particles have a water absorption of 5% or less.
【請求項7】 該成型品が、成型後に浸透剤で処理した
物である請求項1〜6のいずれか記載のクッション性路
盤材。
7. The cushioning roadbed material according to any one of claims 1 to 6, wherein the molded product is a product treated with a penetrant after molding.
【請求項8】 請求項1〜7のいずれか記載のクッショ
ン性路盤材と、ゴムチップ、ウレタンチップおよび透水
性のアスファルトからなる群より選ばれる表面材との組
合せからなる、歩径路または競技場。
8. A walking path or a stadium comprising a combination of the cushioning roadbed material according to claim 1 and a surface material selected from the group consisting of rubber chips, urethane chips and water-permeable asphalt.
JP5235352A 1993-08-26 1993-08-26 Cushionable roadbed material having water permeability, walking path, stadium Expired - Fee Related JP2704240B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5235352A JP2704240B2 (en) 1993-08-26 1993-08-26 Cushionable roadbed material having water permeability, walking path, stadium

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5235352A JP2704240B2 (en) 1993-08-26 1993-08-26 Cushionable roadbed material having water permeability, walking path, stadium

Publications (2)

Publication Number Publication Date
JPH0762606A JPH0762606A (en) 1995-03-07
JP2704240B2 true JP2704240B2 (en) 1998-01-26

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Country Status (1)

Country Link
JP (1) JP2704240B2 (en)

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JP6413055B2 (en) * 2014-10-09 2018-10-31 サンノプコ株式会社 Paper strength enhancing aid, paper strength enhancing agent, and method for producing paper strength enhanced paper
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