JP2000352004A - Elastic pavement structure and manufacture thereof - Google Patents

Elastic pavement structure and manufacture thereof

Info

Publication number
JP2000352004A
JP2000352004A JP11162439A JP16243999A JP2000352004A JP 2000352004 A JP2000352004 A JP 2000352004A JP 11162439 A JP11162439 A JP 11162439A JP 16243999 A JP16243999 A JP 16243999A JP 2000352004 A JP2000352004 A JP 2000352004A
Authority
JP
Japan
Prior art keywords
rubber
rubber chip
vulcanized rubber
pavement structure
elastic pavement
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
JP11162439A
Other languages
Japanese (ja)
Inventor
Katsushi Yamamoto
勝志 山本
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.)
Ohtsu Tire and Rubber Co Ltd
Original Assignee
Ohtsu Tire and Rubber 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 Ohtsu Tire and Rubber Co Ltd filed Critical Ohtsu Tire and Rubber Co Ltd
Priority to JP11162439A priority Critical patent/JP2000352004A/en
Publication of JP2000352004A publication Critical patent/JP2000352004A/en
Pending legal-status Critical Current

Links

Landscapes

  • Road Paving Structures (AREA)
  • Compositions Of Macromolecular Compounds (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve tensile strength and durability by adding chlorine- containing compound to vulcanized rubber chips, kneading the same, and adding urethane resin binder to form a hardened rubber chip layer on a pavement base material. SOLUTION: After the ground in a pavement place is leveled and compressed, asphalt, concrete or the like is cast to obtain a pavement base material 2. A rubber chip layer 3 is formed on the upper surface of the base material 2, and a coat layer 4 is formed at need. The rubber chip layer 3 is formed by adding a pre-treatment agent to vulcanized rubber, kneading the same for coating, and then adding urethane resin binder to be hardened. The pre- treatment agent is chlorine containing compound, and inorganic or organic compounds such as hydrochloric acid, thionyl chloride, carbon tetrachloride and the like, and the rubber chip is formed by crushing vulcanized rubber such as natural rubber, styrene butadiene rubber and the like. Waste material obtained by crushing rubber products such as a tire or the like may be used. Thus, tensile strength and durability can be improved, and it can be manufactured at low cost.

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】本発明は一般の舗装路、車
道、河川敷の遊歩道、ゴルフ場、テニスコート、競技場
等のグラウンドに使用する弾性舗装構造体に関する。特
にスパイクなどの金属製突起物を有する靴で歩く箇所に
使用し得る弾性舗装構造体およびその製造方法に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an elastic pavement structure used for a general pavement, a road, a promenade on a riverbed, a golf course, a tennis court, a stadium, and the like. In particular, the present invention relates to an elastic pavement structure that can be used in a place where people walk with shoes having metal projections such as spikes, and a method of manufacturing the same.

【0002】[0002]

【従来の技術】従来、テニスコート、運動競技場あるい
は各種競技用グラウンド、ゴルフ場の歩径路に舗装され
る弾性舗装構造体としては人が運動、競技をする際、
腰、膝などに負担がかからず、しかも補修が簡便である
ことから加硫ゴムよりなる弾性舗装構造体が多く使用さ
れている。この種の弾性舗装構造体は加硫ゴムチップに
ウレタン樹脂系バインダーを注入し、加硫ゴムチップを
相互に結合一体化するが、その結合力は必ずしも十分で
はなく耐久性に課題があった。そこでその問題を解決す
るため次の従来技術がある。
2. Description of the Related Art Conventionally, as an elastic pavement structure paved on a tennis court, an athletic stadium or a variety of athletic grounds, or a footpath of a golf course, when a person exercises or competes,
An elastic pavement structure made of vulcanized rubber is often used because no load is applied to the waist, knees, and the like, and the repair is simple. In this kind of elastic pavement structure, a urethane resin-based binder is injected into a vulcanized rubber chip to bond and integrate the vulcanized rubber chip with each other, but the bonding force is not always sufficient and there is a problem in durability. Therefore, there is the following conventional technique for solving the problem.

【0003】特開平2−128003には混合機に加硫
ゴムチップと、所定量のバインダーを投入して混合する
前工程で、前記混合機により攪拌している加硫ゴムチッ
プに、シランカップリング剤を不活性な有機溶剤に溶解
させた状態で霧状に散布し、加硫ゴムチップの表面処理
を行なった後、前記所定量のバインダーを投入して混合
機により攪拌して弾性舗装体を製造することが開示され
ている。
[0003] Japanese Patent Application Laid-Open No. 2-128003 discloses that before a vulcanized rubber chip and a predetermined amount of a binder are charged and mixed in a mixer, a silane coupling agent is added to the vulcanized rubber chip stirred by the mixer. Spraying in the form of a mist in a state of being dissolved in an inert organic solvent, performing surface treatment of the vulcanized rubber chip, then adding the predetermined amount of the binder and stirring with a mixer to produce an elastic pavement. Is disclosed.

【0004】また特開平7−268005にはトリアジ
ン誘導体を含有する溶液からなるゴムチップ前処理方
法、およびその方法で得られる弾性舗装構造体が開示さ
れている。
Japanese Patent Application Laid-Open No. Hei 7-268005 discloses a rubber chip pretreatment method comprising a solution containing a triazine derivative, and an elastic pavement structure obtained by the method.

【0005】しかしこれらの加硫ゴムの表面処理方法は
一般に高価であり実用的でない。またこれらの方法によ
る弾性舗装構造体は、引張強度および耐久性が必ずしも
十分とはいえない。
However, these vulcanized rubber surface treatment methods are generally expensive and impractical. Further, the elastic pavement structure obtained by these methods does not always have sufficient tensile strength and durability.

【0006】[0006]

【発明が解決しようとする課題】本発明は加硫ゴムチッ
プを用いた弾性舗装構造体の引張強度および耐久性を向
上するとともに、低コストで製造可能とする前記弾性舗
装構造体およびその製造方法を提供することを目的とす
る。
SUMMARY OF THE INVENTION The present invention relates to an elastic pavement structure using a vulcanized rubber chip, which improves the tensile strength and durability of the elastic pavement structure and can be manufactured at low cost. The purpose is to provide.

【0007】[0007]

【課題を解決するための手段】本発明は舗装基材上に加
硫ゴムチップ層を形成してなる弾性舗装構造体におい
て、該加硫ゴムチップは塩素含有化合物によって前処理
されていることを特徴とする前記弾性舗装構造体であ
る。
According to the present invention, there is provided an elastic pavement structure having a vulcanized rubber chip layer formed on a pavement substrate, wherein the vulcanized rubber chip is pretreated with a chlorine-containing compound. It is the said elastic pavement structure.

【0008】さらに本発明は舗装基材上に加硫ゴムチッ
プに塩素含有化合物からなる前処理剤を加え、混練して
前記加硫ゴムチップを被覆し、その後ウレタン樹脂バイ
ンダーを加えて硬化させてゴムチップ層を形成すること
を特徴とする弾性舗装構造体の製造方法である。
The present invention further provides a vulcanized rubber chip, on which a pretreatment agent comprising a chlorine-containing compound is added and kneaded to cover the vulcanized rubber chip, and then a urethane resin binder is added and cured to cure the rubber chip layer. A method for producing an elastic pavement structure, characterized in that:

【0009】[0009]

【発明の実施の形態】以下に本発明を詳細に説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail.

【0010】本発明の弾性舗装構造体は図1に示す如
く、舗装基材2の上にゴムチップ層3がウレタン樹脂等
のバインダーで相互に結合されて積層されており、さら
にその上面は必要により被覆層4がウレタン樹脂で形成
され、ゴムチップ層が部分的に剥離するのを防止してい
る。ここで舗装基材2はアスファルト、コンクリートま
たはアスファルト−コンクリートよりなる層である。
In the elastic pavement structure of the present invention, as shown in FIG. 1, a rubber chip layer 3 is laminated on a pavement base material 2 with a binder such as urethane resin, and the upper surface thereof is optionally provided. The coating layer 4 is formed of urethane resin to prevent the rubber chip layer from being partially peeled. Here, the pavement substrate 2 is a layer made of asphalt, concrete or asphalt-concrete.

【0011】本発明において加硫ゴムチップを前処理す
る塩素含有化合物として、次亜鉛素酸ナトリウム、塩
酸、塩化チオニル、次亜鉛素酸カルシウム、クロロホル
ム、四塩化炭素、塩素化アルキル等、無機および有機の
塩素含有化合物が使用できる他、塩素ガスも使用でき
る。ここで無機化合物を用いる場合は水溶液として、ま
た有機化合物を用いる場合は有機溶媒に希釈して使用す
るのが好ましい。
In the present invention, as the chlorine-containing compound for pre-treating the vulcanized rubber chip, inorganic and organic compounds such as sodium hypochlorite, hydrochloric acid, thionyl chloride, calcium hypochlorite, chloroform, carbon tetrachloride, chlorinated alkyl and the like can be used. A chlorine-containing compound can be used, and chlorine gas can also be used. Here, when an inorganic compound is used, it is preferably used as an aqueous solution, and when an organic compound is used, it is preferably used after being diluted with an organic solvent.

【0012】好適な有機溶媒としては酢酸エチル、アセ
トン、トルエン、メチルエチルケトン等が挙げられる。
酢酸エチル、アセトンが特に好ましい。その理由は溶解
性、作業性、経済性の面で取扱いやすいからである。本
発明の前処理剤に使用する有機溶媒の粘度は2000c
P以下であることが好ましく、特に、500cP以下で
あることが好ましい。前処理剤の粘度が高くなりすぎる
と、ゴムチップと前処理剤とを混練する際にゴムチップ
を均一に濡らすことができないためである。
Suitable organic solvents include ethyl acetate, acetone, toluene, methyl ethyl ketone and the like.
Ethyl acetate and acetone are particularly preferred. The reason is that it is easy to handle in terms of solubility, workability and economy. The viscosity of the organic solvent used in the pretreatment agent of the present invention is 2000 c.
P or less, and particularly preferably 500 cP or less. If the viscosity of the pretreatment agent is too high, the rubber chip cannot be uniformly wetted when the rubber chip and the pretreatment agent are kneaded.

【0013】本発明の処理剤は上記必須成分を混合して
得られる。さらに本発明に用いられる前処理剤は必要に
応じて上記の必須成分の他に、トリアジン溶液、シラン
カップリング剤、塩素化ポリオレフィン類等の添加剤を
含有してもよい。
The treating agent of the present invention is obtained by mixing the above essential components. Further, the pretreatment agent used in the present invention may contain additives such as a triazine solution, a silane coupling agent, and chlorinated polyolefins, if necessary, in addition to the above essential components.

【0014】本発明の弾性舗装構造体に用いるゴムチッ
プとしては、天然ゴム、スチレンブタジエンゴム、ニト
リルゴム、ブチルゴム、ポリウレタンゴム、ポリブタジ
エンゴム、エチレンプロピレンゴム等の加硫ゴムを粉砕
したものが用いられる。上述のゴムチップとして用いる
ことができるものは架橋したゴムであればよく、タイヤ
やベルトコンベアのベルト等のゴム製品を粉砕して得た
廃材であってもよい。加硫ゴムの粒径は、0.3〜5m
mの範囲であることが好ましく、特に、0.5〜2.5
mmの範囲にあるものがよい。粒径が0.3mm未満の
ものを使用すると、空隙率を十分に確保できず透水性が
不十分となり、また5mmを超えると仕上げ表面が均一
にならない。
As the rubber chips used in the elastic pavement structure of the present invention, those obtained by pulverizing vulcanized rubber such as natural rubber, styrene butadiene rubber, nitrile rubber, butyl rubber, polyurethane rubber, polybutadiene rubber, and ethylene propylene rubber are used. What can be used as the above-mentioned rubber chip may be a crosslinked rubber, and may be a waste material obtained by grinding rubber products such as tires and belts of belt conveyors. Particle size of vulcanized rubber is 0.3-5m
m, especially 0.5 to 2.5
mm. If the particle size is less than 0.3 mm, the porosity cannot be sufficiently secured and the water permeability becomes insufficient, and if it exceeds 5 mm, the finished surface is not uniform.

【0015】さらに本発明の弾性構造体の製造には、着
色剤等の添加剤を加えてもよい。着色剤の添加量はゴム
チップ100重量部に対して、1〜8重量部、特に2〜
5重量部とするのが、着色剤による遮断性と物性に対し
て悪影響を及ぼさないという点から好ましい。
Further, in the production of the elastic structure of the present invention, an additive such as a coloring agent may be added. The amount of the coloring agent to be added is 1 to 8 parts by weight, especially 2 to 100 parts by weight of the rubber chip.
It is preferable to use 5 parts by weight because the colorant does not adversely affect the barrier properties and physical properties.

【0016】本発明の弾性舗装構造体の製造方法は、ま
ず上述した塩素含有化合物に水または有機溶剤を加え、
通常の方法により十分に混合する。
In the method for producing an elastic pavement structure of the present invention, first, water or an organic solvent is added to the above-mentioned chlorine-containing compound,
Mix well by normal methods.

【0017】次に、ゴムチップを前処理する方法は、加
硫ゴムチップに前記前処理剤を加えて混練し、加硫ゴム
チップを十分に前処理剤で被覆する。ゴムチップを前処
理方法で前処理し、ここで得られる混練物に上述のウレ
タン樹脂バインダーを添加して混練し、硬化させて弾性
舗装構造体を得ることができる。
Next, in the method of pre-treating the rubber chips, the pre-treatment agent is added to the vulcanized rubber chips and kneaded, and the vulcanized rubber chips are sufficiently covered with the pre-treatment agent. The rubber chips are pretreated by a pretreatment method, and the above-mentioned kneaded material is mixed with the above-mentioned urethane resin binder, kneaded, and cured to obtain an elastic pavement structure.

【0018】本発明の弾性舗装構造体の製造に際しては
少なくとも、加硫ゴムチップ、前処理剤、ウレタン樹脂
バインダーを用いる。本発明の弾性舗装構造体の製造に
使用される前処理剤の量は、ウレタン樹脂バインダー1
00重量部に対して1〜20重量部の範囲であることが
好ましく、特に2〜5重量部の範囲であると、物性の向
上および製造コストの面から好ましい。ウレタン樹脂バ
インダーの量は、ゴムチップ100重量部に対して、1
5〜35重量部の範囲であることが好ましく、特に20
〜30重量部の範囲で添加することが、物性、透水性、
製造コストの面から好ましい。
In producing the elastic pavement structure of the present invention, at least a vulcanized rubber chip, a pretreatment agent, and a urethane resin binder are used. The amount of the pretreatment agent used in the production of the elastic pavement structure of the present invention depends on the urethane resin binder 1
It is preferably in the range of 1 to 20 parts by weight with respect to 00 parts by weight, and particularly preferably in the range of 2 to 5 parts by weight from the viewpoint of improvement in physical properties and production cost. The amount of the urethane resin binder is 1 to 100 parts by weight of the rubber chip.
The content is preferably in the range of 5 to 35 parts by weight, particularly preferably 20 to 35 parts by weight.
Adding in the range of 30 parts by weight, physical properties, water permeability,
It is preferable from the viewpoint of manufacturing cost.

【0019】本発明の弾性舗装構造体に用いるウレタン
樹脂バインダーとしては、有機イソシアネート、たとえ
ば2,4−トリレンジイソシアネート、2,6−トリレ
ンジイソシアネート(TDI)、もしくはこれらの混合
物、ジフェニルメタンイイソシアネート(MDI)、液
状ジフェニルメタンジイソアネート、トリレンジイソシ
アネートの組成物等が好ましい。
As the urethane resin binder used in the elastic pavement structure of the present invention, an organic isocyanate such as 2,4-tolylene diisocyanate, 2,6-tolylene diisocyanate (TDI), or a mixture thereof, diphenylmethane isocyanate ( MDI), liquid diphenylmethane diisoanate, a composition of tolylene diisocyanate, and the like.

【0020】具体的にはタケネートF−139−1(武
田薬品工業社製)、SBU−1−0620(住友バイエ
ルウレタン社製)などが挙げられる。
Specific examples include Takenate F-139-1 (manufactured by Takeda Pharmaceutical Co., Ltd.) and SBU-1-0620 (manufactured by Sumitomo Bayer Urethane Co., Ltd.).

【0021】ウレタン樹脂バインダー中のイソシアネー
ト(NCO)基含量は、2〜20重量%、好ましくは5
〜15重量%である。2重量%未満ではゴムチップ間の
結合力が十分でなく、20重量%を超えるとバインダー
層が発泡しやすくなり、結合物が硬くなり全体が脆くな
る。
The isocyanate (NCO) group content in the urethane resin binder is 2 to 20% by weight, preferably 5 to 20% by weight.
1515% by weight. If it is less than 2% by weight, the bonding force between the rubber chips is not sufficient, and if it exceeds 20% by weight, the binder layer is liable to foam, the bonded product becomes hard and the whole becomes brittle.

【0022】ウレタンバインダーの粘度は1500〜8
000cP、特に好ましくは2500〜5000cPの
範囲で、ゴムチップの混練作業性、バインダーの流動性
の点で好ましい。
The viscosity of the urethane binder is 1500 to 8
000 cP, particularly preferably in the range of 2,500 to 5,000 cP, is preferable in view of the kneading workability of the rubber chip and the fluidity of the binder.

【0023】本発明の弾性舗装構造体は、一般の舗装
路、車道、ゴルフ場、競技場などのグラウンドに設置さ
れる。本発明の弾性舗装構造体の施工方法の一例として
は、舗装場所の地面に窪みまたは枠組を立てて整地し、
地面を圧縮してならした後、アスファルト、コンクリー
トまたはアスファルトコンクリート材を流し込んで静置
して成型し、舗装基材2を得る。得られた基材の上面に
ゴムチップ層3を形成する。所望によりゴムチップ層の
上面に被覆層4を形成させてもよい。被覆層4は、ゴム
チップ層3を硬化させる前または硬化後に積載または塗
布してもよい。
The elastic pavement structure of the present invention is installed on the ground such as a general pavement, a road, a golf course, a stadium and the like. As an example of the construction method of the elastic pavement structure of the present invention, the ground leveled by setting up a hollow or a frame on the ground of the pavement site,
After the ground is compressed and compressed, asphalt, concrete or asphalt concrete material is poured and allowed to stand and molded to obtain the pavement base material 2. The rubber chip layer 3 is formed on the upper surface of the obtained base material. If desired, the coating layer 4 may be formed on the upper surface of the rubber chip layer. The coating layer 4 may be loaded or applied before or after the rubber chip layer 3 is cured.

【0024】[実施例]表1に示す各種表面処理剤を用
いて、加硫ゴムチップ(粒径2〜3mm)を被覆し、こ
れにウレタン樹脂バインダーを加えて混練し、厚さ10
mmのシートを作製した。これを厚さ7mmにスライス
し、JIS規格2号ダンベル(JISK6251)に打
抜いて引張試験を行なった。表面処理剤の量と引張強度
の関係を図2に示す。図から本発明の実施例は表面処理
剤がウレタン樹脂バインダーに対する割合が1〜20重
量%の範囲において優れた引張強度を示している。
[Examples] Vulcanized rubber chips (particle diameter: 2 to 3 mm) were coated with various surface treatment agents shown in Table 1, and a urethane resin binder was added thereto and kneaded.
mm sheet was prepared. This was sliced to a thickness of 7 mm, punched out into a JIS standard No. 2 dumbbell (JIS K6251), and a tensile test was performed. FIG. 2 shows the relationship between the amount of the surface treatment agent and the tensile strength. As can be seen from the drawing, the examples of the present invention show excellent tensile strength when the ratio of the surface treating agent to the urethane resin binder is in the range of 1 to 20% by weight.

【0025】[0025]

【表1】 [Table 1]

【0026】今回開示された実施の形態はすべての点で
例示であって制限的なものではないと考えられるべきで
ある。本発明の範囲は上記した説明ではなくて特許請求
の範囲によって示され、特許請求の範囲と均等の意味お
よび範囲内でのすべての変更が含まれることが意図され
る。
The embodiments disclosed this time are to be considered in all respects as illustrative and not restrictive. The scope of the present invention is defined by the terms of the claims, rather than the description above, and is intended to include any modifications within the scope and meaning equivalent to the terms of the claims.

【0027】[0027]

【発明の効果】本発明は塩素含有化合物によってゴムチ
ップを表面処理したため、ウレタン樹脂バインダーでゴ
ムチップが相互に強固に結合され、弾性舗装構造体の引
張強度および耐久性が改善され、しかも低コストで弾性
舗装構造体が製造できる。
According to the present invention, since the rubber chips are surface-treated with a chlorine-containing compound, the rubber chips are firmly bonded to each other with a urethane resin binder, so that the tensile strength and durability of the elastic pavement structure are improved, and the elasticity is reduced at a low cost. A pavement structure can be manufactured.

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

【図1】本発明の弾性舗装構造体の断面図である。FIG. 1 is a sectional view of an elastic pavement structure of the present invention.

【図2】表面処理剤の量と引張強度の関係を示すグラフ
である。
FIG. 2 is a graph showing the relationship between the amount of a surface treatment agent and tensile strength.

【符号の説明】[Explanation of symbols]

1 弾性舗装構造体 2 舗装基材 3 ゴムチップ層 4 被覆層 DESCRIPTION OF SYMBOLS 1 Elastic pavement structure 2 Pavement base material 3 Rubber chip layer 4 Coating layer

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 舗装基材上に、加硫ゴムチップ層を形成
してなる弾性舗装構造体において、該加硫ゴムチップは
塩素含有化合物によって前処理されていることを特徴と
する、前記弾性舗装構造体。
1. An elastic pavement structure having a vulcanized rubber chip layer formed on a pavement substrate, wherein the vulcanized rubber chip is pretreated with a chlorine-containing compound. body.
【請求項2】 塩素含有化合物は次亜鉛素酸系漂白剤で
ある請求項1記載の弾性舗装構造体。
2. The elastic pavement structure according to claim 1, wherein the chlorine-containing compound is a hypozinc acid-based bleach.
【請求項3】 舗装基材上に、加硫ゴムチップに塩素含
有化合物からなる前処理剤を加え混練して、前記加硫ゴ
ムチップを被覆し、その後ウレタン樹脂バインダーを加
えて硬化させてゴムチップ層を形成することを特徴とす
る、弾性舗装構造体の製造方法。
3. A vulcanized rubber chip, a pretreatment agent comprising a chlorine-containing compound is added and kneaded on the pavement base material to coat the vulcanized rubber chip, and then a urethane resin binder is added and cured to form a rubber chip layer. A method for producing an elastic pavement structure, characterized in that it is formed.
【請求項4】 ゴムチップ層の上面に被覆層が形成され
ている請求項3記載の製造方法。
4. The method according to claim 3, wherein a coating layer is formed on the upper surface of the rubber chip layer.
JP11162439A 1999-06-09 1999-06-09 Elastic pavement structure and manufacture thereof Pending JP2000352004A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11162439A JP2000352004A (en) 1999-06-09 1999-06-09 Elastic pavement structure and manufacture thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11162439A JP2000352004A (en) 1999-06-09 1999-06-09 Elastic pavement structure and manufacture thereof

Publications (1)

Publication Number Publication Date
JP2000352004A true JP2000352004A (en) 2000-12-19

Family

ID=15754645

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11162439A Pending JP2000352004A (en) 1999-06-09 1999-06-09 Elastic pavement structure and manufacture thereof

Country Status (1)

Country Link
JP (1) JP2000352004A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100441861B1 (en) * 2002-02-26 2004-07-27 김인중 Paving method of paving materials which contain waste tire and urthane rubber chip
WO2009087786A1 (en) * 2008-01-07 2009-07-16 Kohan Corporation Resin rubber mixture slice sheet, resin rubber mixture sheet and baglike article
KR100932206B1 (en) 2007-07-16 2009-12-16 임주혁 Nonsag non-slip elastic packaging material and manufacturing method thereof
KR101007065B1 (en) 2010-07-19 2011-01-12 이태희 Construction method of elastic pedestrian passage
KR101442038B1 (en) * 2013-06-14 2014-09-18 광진산업(주) Elastic Paving Material Comprising Pre-treated Tire Chips and Paving Method using the same

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100441861B1 (en) * 2002-02-26 2004-07-27 김인중 Paving method of paving materials which contain waste tire and urthane rubber chip
KR100932206B1 (en) 2007-07-16 2009-12-16 임주혁 Nonsag non-slip elastic packaging material and manufacturing method thereof
WO2009087786A1 (en) * 2008-01-07 2009-07-16 Kohan Corporation Resin rubber mixture slice sheet, resin rubber mixture sheet and baglike article
KR101007065B1 (en) 2010-07-19 2011-01-12 이태희 Construction method of elastic pedestrian passage
KR101442038B1 (en) * 2013-06-14 2014-09-18 광진산업(주) Elastic Paving Material Comprising Pre-treated Tire Chips and Paving Method using the same

Similar Documents

Publication Publication Date Title
CN105040551B (en) From knot laying method of the line without particle environment-friendly type plastic rubber runway
JPH01131704A (en) Method of mounting coating mainly comprising polyurethane and coating and gap and spray device of place of amusement, athletic ground and tennis ground
KR100775975B1 (en) Anti-slipping agent including synthetic urea resin
JP2000352004A (en) Elastic pavement structure and manufacture thereof
JPH07103534B2 (en) Construction method for surface layer of athletics stadium, multi-purpose playground, etc.
KR100465231B1 (en) Two-phased Manufacturing Method of Poly-Urethane elastic chip and Executing Method of elastic paving material
JPH073146A (en) Moisture-curable elastic paving material and application of the same to surface of elastic pavement
JP2003342905A (en) Construction method of elastic paving surface
JP3230924B2 (en) Pretreatment agent for pretreatment of rubber chip of elastic pavement structure and structure using the same
JP2764051B2 (en) Paving method of elastic road surface
JP2003049445A (en) Waterproofing method
JPH0453846A (en) Powdered rubber composition
JP3474831B2 (en) Polyurethane elastic pavement
JP2801592B2 (en) High elasticity pavement method
JP3234654B2 (en) Surface layer construction method for all-weather pavement such as athletics stadium
JP3223551B2 (en) Polyurethane surfacing finishing method
JPH059563B2 (en)
JP3230926B2 (en) Surface treatment agent for rubber chip used for elastic pavement structure and structure using the same
JP3404875B2 (en) Pretreatment agent for pretreatment of rubber chip of elastic pavement structure and structure using the same
JPH079459A (en) Rubber chip connector
JPH0579014A (en) Finishing of elastic pavement member
JP3494475B2 (en) Elastic pavement
JP2851513B2 (en) Moisture-curable elastic pavement material and method for constructing elastic pavement surface using the elastic pavement material
JP2669946B2 (en) Elastic pavement method
JPH10204811A (en) Compound elastic paving material

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20051028

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20070731

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20070920

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20080122