JPH0718614A - Paving elastic block and manufacture thereof - Google Patents

Paving elastic block and manufacture thereof

Info

Publication number
JPH0718614A
JPH0718614A JP5184349A JP18434993A JPH0718614A JP H0718614 A JPH0718614 A JP H0718614A JP 5184349 A JP5184349 A JP 5184349A JP 18434993 A JP18434993 A JP 18434993A JP H0718614 A JPH0718614 A JP H0718614A
Authority
JP
Japan
Prior art keywords
elastic
rubber
block
aggregate
binder
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
JP5184349A
Other languages
Japanese (ja)
Other versions
JP2655387B2 (en
Inventor
Hideyuki Okuyama
英之 奥山
Tetsuya Kojimoto
哲哉 柑本
Masakazu Tanaka
雅和 田中
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 JP5184349A priority Critical patent/JP2655387B2/en
Publication of JPH0718614A publication Critical patent/JPH0718614A/en
Application granted granted Critical
Publication of JP2655387B2 publication Critical patent/JP2655387B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To improve durability and weather resistance and to color a block in an arbitrary color without limitations on an used pigment by forming a block of a multi-layer structure comprising a surface layer formed by at least one-layer sheet-like rubber and a lower layer formed by hardening soft elastic aggregate, hard aggregate or a mixture thereof by a binder. CONSTITUTION:A cross linking agent, a vulcanizing agent, a hardening agent, and a pigment are mixed with unvulcanized rubber which becomes a surface layer 2 and made into a sheet by a roll or the like, and cut to such a size as to be put into a metal mold to be placed in the metal mold. Subsequently, soft elastic aggregate, hard aggregate or a mixture thereof which is a material for a lower layer 3 and a binder are prepared in the metal mold, and vulcanization of the surface layer 2, hardening of the binder and horming are simultaneously performed by heat pressing to obtain a paving elastic block 1 by taking out it from the metal mold. Thus, the block can be hard to discolor and colored in various colors.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、歩行者用通路やゴル
フ場の歩経路あるいはプールサイド等に最適な舗装用弾
性ブロックおよびその製造法に関し、特に詳しく言う
と、耐久性に富み、耐侯性が良好で任意の色彩に着色可
能な非透水性の舗装用弾性ブロックおよびこの舗装用弾
性ブロックを極めて簡単に製造することができる舗装用
弾性ブロックの製造方法を提供するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pavement elastic block most suitable for pedestrian passages, golf course paths or poolsides, and a method for producing the same. More specifically, it has excellent durability and weather resistance. (EN) Provided are a water-impermeable, non-water-permeable pavement elastic block which is excellent in color and can be colored in any desired color, and a method for producing an elastic pavement block which can be produced extremely easily.

【0002】[0002]

【従来の技術】歩行者用通路やゴルフ場の歩経路等の床
面は、古くは土質舗装構造であったが、乾燥時には風に
より土埃が立ち、また降雨時にはぬかるむ等多くの問題
を抱えていた。これらの欠点を解消し、保守も楽でかつ
廃ゴムの有効利用も可能な舗装構造として、ゴムチップ
を骨材としてこれをバインダーで固めた弾性舗装構造が
広く使用されている。
2. Description of the Related Art The floor surface of pedestrian passages, walking paths of golf courses, etc. used to have a soil pavement structure in the old days, but there are many problems such as dust when the wind dries and mud when it rains. It was As a pavement structure that eliminates these drawbacks, is easy to maintain, and can effectively use waste rubber, an elastic pavement structure in which rubber chips are used as aggregates and which is fixed with a binder is widely used.

【0003】このような弾性舗装構造としては、廃タイ
ヤ等のゴムチップをウレタン等の樹脂バインダーでブロ
ック状に硬めた舗装用弾性ブロックがある。この舗装用
弾性ブロックは弾力性があり、転倒時に受ける衝撃が小
さく安全であり、幼児が集まる公園の歩道等にも広く使
用されつつある。また、現場施工も舗装用弾性ブロック
を敷き詰めるだけでよいので、短期間で施工できる利点
がある。また、このような弾性ブロックではなく現場施
工によりゴムチップを樹脂バインダーで硬め、その表面
にウレタンで目止め処理を施した複合弾性舗装構造体も
提案されている。この複合弾性舗装構造体は、表面の耐
久性が目止め処理無しに比べて向上させることができる
利点がある。
As such an elastic pavement structure, there is an elastic pavement block in which a rubber chip such as a waste tire is hardened into a block shape with a resin binder such as urethane. This elastic pavement block is elastic, has a small impact when it falls, and is safe, and is being widely used on the sidewalks of parks where infants gather. In addition, since there is only need to spread elastic blocks for pavement on site construction, there is an advantage that construction can be done in a short period of time. Further, instead of such an elastic block, a composite elastic pavement structure has also been proposed in which rubber chips are hardened with a resin binder by site construction and the surface is subjected to sealing treatment with urethane. This composite elastic pavement structure has an advantage that surface durability can be improved as compared with the case where no sealing treatment is performed.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、前者は
ゴムチップを樹脂バインダーで硬めているため高強度化
に限度がある。また、樹脂バインダーのほとんどが耐侯
性に問題があるウレタン樹脂を使用しているので、黄変
が激しく、使用できるバインダーの色に限定があり、明
るい色の舗装材は製作できない欠点がある。耐侯性に関
しては、耐侯性に優れたEPDMゴムチップを用いて厚
みのあるブロックにすれば改善されるが、高価になって
しまう。そこで安価な廃タイヤゴムチップ等を使用し、
樹脂バインダーに顔料を混ぜて着色した舗装用弾性ブロ
ックも提供されているが、ある程度使用していると表面
の顔料が磨耗し、黒色等のゴムチップの色が現れて舗装
面が汚くなってしまう欠点がある。
However, in the former case, since the rubber chip is hardened with the resin binder, there is a limit to the increase in strength. Also, since most of the resin binders use urethane resin, which has a problem of weather resistance, there is a drawback in that yellowing is severe and the usable binder colors are limited, so that it is not possible to manufacture brightly colored pavement materials. The weather resistance can be improved by using an EPDM rubber chip having excellent weather resistance to form a thick block, but it becomes expensive. Therefore, using inexpensive tire tire rubber chips etc.,
An elastic block for paving, which is colored by mixing a pigment with a resin binder, is also provided, but when used to a certain extent, the pigment on the surface wears out, and the color of rubber chips such as black appears and the paving surface becomes dirty. There is.

【0005】そこで、ゴムチップをウレタンバインダー
で硬めたものを下部層とし、顔料で着色したゴムチップ
をウレタンバインダーで硬めたものを上部層とした2層
構造の舗装用弾性ブロックも提案されている。この2層
構造の舗装用弾性ブロックは上述の舗装用弾性ブロック
のように顔料が磨耗することはないが、上述したように
ウレタンバインダーは耐侯性が悪く、変色により外観を
損なう欠点があり、変色を目立たなくするにはゴムチッ
プを着色する顔料を色目の濃いものを使用する必要があ
る。したがって、淡い色の舗装用弾性ブロックには好ま
しくない。更に、ウレタンバインダーでゴムチップを硬
めたものは本質的に耐久性が充分でなく、透水性である
ため、プールサイド等水気のある場所に施工した場合、
その上を歩行した時水が滲み出し不快感をもたらす欠点
がある。
Therefore, there is also proposed a two-layer structure elastic block for paving in which a rubber chip hardened with a urethane binder is used as a lower layer and a rubber chip colored with a pigment is hardened with a urethane binder as an upper layer. The elastic layer for paving of this two-layer structure does not wear the pigment unlike the elastic block for paving described above, but as mentioned above, the urethane binder has poor weather resistance and has a drawback that it deteriorates the appearance due to discoloration. In order to make it inconspicuous, it is necessary to use a pigment with a strong color for coloring the rubber chip. Therefore, it is not preferable for the light colored elastic block for paving. Furthermore, the one in which the rubber chips are hardened with a urethane binder is not sufficiently durable in nature and is water permeable, so when installed in a place with water such as poolside,
There is a drawback that water leaks out when walking on it and causes discomfort.

【0006】また後者の複合弾性舗装構造体は、表面が
ウレタンのため上述したように耐侯性が悪く、使用でき
る顔料も限られてしまう。更に、雨天時に滑らないよう
にするためには、表面加工を行わなければならず。工程
が増え工費がかさんでしまうばかりでなく、敷き均しに
は熟練を要し職人の技量が必要になり、また雨天時や下
地コンクリートの水分率の状態によっては施工できない
場合があり、工期が長くなってしまうなどの欠点があ
る。
The latter composite elastic pavement structure has a urethane surface and thus has poor weather resistance as described above, and the usable pigments are limited. In addition, surface treatment must be performed to prevent slipping in the rain. Not only does the process increase and the construction cost is high, but it requires skill and skill of a craftsman to spread and spread it, and it may not be possible to perform construction in rainy weather or depending on the moisture content of the underlying concrete. Has the drawback of becoming longer.

【0007】そこでこの発明の目的は、耐久性に優れ、
耐侯性が良好で使用する顔料に制限を加えることなく任
意の色彩に着色可能で、敷き込みにより弾性舗装を施工
することができる非透水性の舗装用弾性ブロックを提供
することである。
Therefore, the object of the present invention is to provide excellent durability,
It is an object of the present invention to provide a water-impermeable elastic block for paving, which has good weather resistance, can be colored in any color without limiting the pigment to be used, and can be used to construct an elastic pavement by paving.

【0008】この発明の他の目的は、このような舗装用
弾性ブロックを極めて簡単な工程により製造することが
できる舗装用弾性ブロックの製造法を提供することであ
る。
Another object of the present invention is to provide a method for manufacturing an elastic paving block which can manufacture such an elastic paving block by an extremely simple process.

【0009】[0009]

【課題を解決するための手段】この発明の舗装用弾性ブ
ロックは、少なくとも一層のシート状ゴムで構成された
表面層と、軟弾性骨材または硬質骨材あるいはこれらの
混合物をバインダーで硬化させた下部層との多層構造に
なっている。
The elastic block for paving of the present invention is obtained by curing a surface layer composed of at least one sheet rubber and a soft elastic aggregate or a hard aggregate or a mixture thereof with a binder. It has a multilayer structure with the lower layer.

【0010】この発明の舗装用弾性ブロックの製造法
は、所定のブロック形状をした金型に未加硫のシート状
ゴムを仕込み、軟弾性骨材または硬質骨材あるいはこれ
らの混合物および各骨材あるいは混合物に足るバインダ
ーを金型内のシート状ゴム上に仕込み、金型によりシー
ト状ゴムの加硫と、バインダーの硬化および成型を同時
に行うことを特徴とするものである。
According to the method for manufacturing an elastic pavement block of the present invention, an unvulcanized sheet rubber is charged into a mold having a predetermined block shape, and a soft elastic aggregate or a hard aggregate, or a mixture thereof and each aggregate. Alternatively, it is characterized in that a binder sufficient for the mixture is charged on a sheet-shaped rubber in a mold, and the sheet-shaped rubber is vulcanized by the mold and the binder is cured and molded at the same time.

【0011】[0011]

【作用】この舗装用弾性ブロックは、表面にはシート状
のゴムが位置するので、高強度化が可能であり、耐侯性
も高いので変色しにくく、様々な色彩に着色することも
できる舗装用弾性ブロックが提供できる。また、表面層
のゴムの材質は要求される断両性や滑り性に応じて適宜
選択することができる。更に、下部層には衝撃吸収性の
よい高弾力性層を設けることもでき、安全性の高い舗装
用弾性ブロックを提供することができ、安価な廃ゴムチ
ップ等が使用できるのでコストダウンを図ることもでき
る。この下部層は硬度の異なる2種類以上の粒状物も使
用できるので、使用用途に適した弾性力を持たせること
もできる。
[Function] This elastic block for paving has a sheet-shaped rubber on the surface, so it can be made stronger and has high weather resistance, so it does not discolor easily and can be colored in various colors. An elastic block can be provided. Further, the material of the rubber of the surface layer can be appropriately selected according to the required amphiphilic property and slidability. Furthermore, it is possible to provide a highly elastic layer with good shock absorption in the lower layer, it is possible to provide an elastic block for paving with high safety, and it is possible to use inexpensive waste rubber chips etc. You can also Since this lower layer can also use two or more types of granular materials having different hardnesses, it can also have an elastic force suitable for the intended use.

【0012】また舗装用弾性ブロックの製造法によれ
ば、金型によりシート状ゴムの加硫と、バインダーの硬
化および成型を同時に行う一体成型であり、生産性を向
上させ安価に提供することができる。また、表面層は未
加硫ゴムを仕込むため、加硫時に下部層のゴムチップの
隙間に流れ込んで硬化するので、接着した形になり、表
面層と下部層との接着力は高くなり、長期間の使用でも
これら2つの層が分離するようなことはない。
According to the method for manufacturing the elastic block for pavement, the sheet rubber is vulcanized by the mold and the binder is cured and molded at the same time, and the productivity is improved and the cost can be reduced. it can. Also, since the surface layer is charged with unvulcanized rubber, it flows into the gap between the rubber chips of the lower layer and cures during vulcanization, resulting in an adhered form, increasing the adhesive strength between the surface layer and the lower layer, and for a long time. Does not cause the two layers to separate.

【0013】[0013]

【実施例】以下、この発明を図面に示す一実施例につい
て説明すると、舗装用弾性ブロック1は、耐侯性、弾力
性、強度に優れたシート状ゴムで構成された表面層2
と、この表面層2の下面に位置し、軟弾性骨材(軟質な
粒状物)または硬質骨質材(硬質な粒状物)あるいはこ
れらの混合物と、これらを結合するに足る樹脂バインダ
ーとで構成される下部層3との2つの層で構成されてい
る。表面層2は、SBR、BR、IR、IIR、NB
R、CR、EPM、EPDM等のゴムが好ましく、特に
耐侯性、弾力性そして強度を考慮に入れると、CR、E
PM、EPDMの単体または、SBR、BR、IR、I
IR、NBR、CR、EPM、EPDM等の混合体で構
成することが好ましく、場合によってはフィラー等の添
加剤を混合してもよい。表面層2はコストの面からその
厚みは20mm以下が好ましい。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention shown in the drawings will be described below. A pavement elastic block 1 has a surface layer 2 made of a sheet-like rubber excellent in weather resistance, elasticity and strength.
And a soft elastic aggregate (soft granular material) or hard aggregate (hard granular material) or a mixture thereof, which is located on the lower surface of the surface layer 2, and a resin binder sufficient to bond them. It is composed of two layers, a lower layer 3 and a lower layer 3. The surface layer 2 is SBR, BR, IR, IIR, NB
Rubbers such as R, CR, EPM, and EPDM are preferable, and CR and E are particularly taken into consideration when weather resistance, elasticity and strength are taken into consideration.
PM, EPDM alone or SBR, BR, IR, I
It is preferably composed of a mixture of IR, NBR, CR, EPM, EPDM and the like, and additives such as fillers may be mixed depending on the case. The surface layer 2 preferably has a thickness of 20 mm or less in terms of cost.

【0014】下部層3に弾性を持たせるための軟弾性骨
材としては、粒径が0.05〜30.00mmの粒状ま
たはひじき状でJIS規格でA70以下の硬度の軟質粉
砕チップを使用する。このような軟質な粒状物として
は、ゴムチップ、発泡ゴムチップ、廃タイヤゴムチッ
プ、スポンジあるいはコルク等が良いが、弾力性やへた
りのことを考慮するとゴムチップが良い。特に、リサイ
クルや環境問題の面から廃ゴムチップが好ましい。下部
層3を硬質にするには粒径が同じく0.05〜30.0
0mmの硬質な粒状物JIS規格でD30以上の硬度の
硬質骨質材を使用する。このような粒状骨材としては、
自然石、木片、クルミ片、竹屑、貝殻、セラミック粒、
硬質プラスチック粒、硬質ゴムまたは粉砕物等が好まし
い。樹脂バインダーとしては、耐水性に優れた軟質のも
のが好ましく、例えばウレタン、軟質エポキシ、軟質ポ
リエステル等がある。耐水性、弾力性そして成型性を考
慮すると湿気硬化型ウレタン樹脂が好ましい。樹脂バイ
ンダーの混合量は、体積比(粒状物/バインダー)で7
/1〜15/1が好ましく、7/1以下だと表面の見た
目が悪く、コストもかかる。一方、15/1以上だと強
度がでなくなる。この下部層3の厚みは弾力性の面から
10mm以下が好ましい。
As the soft elastic aggregate for imparting elasticity to the lower layer 3, there is used a soft crushed chip having a particle size of 0.05 to 30.00 mm or a hijiki shape and a hardness of A70 or less according to JIS standard. . As such a soft granular material, a rubber chip, a foamed rubber chip, a waste tire rubber chip, a sponge, a cork, or the like is preferable, but a rubber chip is preferable in consideration of elasticity and fatigue. Particularly, waste rubber chips are preferable from the viewpoint of recycling and environmental problems. To make the lower layer 3 hard, the particle size is 0.05 to 30.0
0 mm hard granular material A hard aggregate having a hardness of D30 or more according to JIS standard is used. As such a granular aggregate,
Natural stone, wood chips, walnut chips, bamboo scraps, shells, ceramic grains,
Hard plastic granules, hard rubber or crushed materials are preferred. The resin binder is preferably a soft one having excellent water resistance, and examples thereof include urethane, soft epoxy, and soft polyester. Moisture-curing urethane resins are preferable in consideration of water resistance, elasticity and moldability. The amount of resin binder mixed is 7 in volume ratio (granular material / binder).
/ 1 to 15/1 is preferable, and if it is 7/1 or less, the surface looks bad and costs are high. On the other hand, if it is 15/1 or more, the strength will be reduced. The thickness of the lower layer 3 is preferably 10 mm or less in terms of elasticity.

【0015】この舗装用弾性ブロック1は、まず表面層
1となる未加硫のゴムに架橋剤、加硫剤、硬化剤等と顔
料をロール等により練り込んでシート状にし、これを金
型に入る大きさに切断して金型に入れる。次いで、下部
層3の材料である軟弾性骨材または硬質骨質材あるいは
その両方の混合物とバインダーとを金型中に仕込み、加
熱加圧プレスすることにより、表面層1の加硫とバイン
ダーの硬化、および成型を同時に行い、金型から取り出
す。なお、滑り止め加工を表面層2の表面に施す場合
は、金型に滑り止め模様を付けておけば、工程を増やさ
ず簡単に滑り止め加工も施せる。
The pavement elastic block 1 is made by kneading an unvulcanized rubber, which will be the surface layer 1, with a cross-linking agent, a vulcanizing agent, a curing agent, and a pigment by a roll or the like to form a sheet, which is then molded into a mold. Cut into a size that fits in and put in the mold. Then, the soft elastic aggregate and / or the hard aggregate, which are the materials for the lower layer 3, and a mixture of both are charged in a mold and heated and pressed to vulcanize the surface layer 1 and cure the binder. , And molding at the same time, and remove from the mold. When the anti-slip process is applied to the surface of the surface layer 2, the anti-slip process can be easily performed by adding a non-slip pattern to the mold without increasing the steps.

【0016】このようにして作られた舗装用弾性ブロッ
ク1は、コンクリートやアスファルト舗装上または砂利
等の下地に直接置き敷きしたり、これら舗装上に置敷施
工または接着置敷により施工する。また、必要に応じて
プライマーを施せば良い。
The elastic pavement block 1 thus produced is directly laid on concrete, asphalt pavement, or a ground such as gravel, or is laid or bonded on these pavements. In addition, a primer may be applied if necessary.

【0017】次に、この発明の具体例とその特性を2つ
の従来の舗装用弾性ブロックと比較して説明する。この
発明の具体例としては、表面層2を未加硫EPDMゴム
520.0gに赤色の顔料20.8gおよび硫黄2.8
gをロールにて混練りし、厚みが10mmのシート状に
し、これを使用金型に合せ110×210mmにカット
して構成した。下部層3は、軟弾性骨材として住友ゴム
工業株式会社より商品名「H−15」として販売されて
いる廃タイヤゴムチップ480gを使用した。また樹脂
バインダーとしては住友ゴム工業株式会社より商品名
「グリップコートC−928」として市販されているM
DI系一液湿気硬化型ウレタン樹脂を10:1(vo
l)の比率すなわち48.0gを使用し、軟弾性骨材と
樹脂バインダーを混合攪拌し、金型内のシート状表面層
2の上に仕込んだ。そして温度160℃、圧力10Kg
/平方cmで30分間加熱プレスした後、脱型し、48
時間養生させた。出来上がった舗装用弾性ブロック1の
空隙率は20%(廃タイヤゴムチップの比重d=1.1
g/立方cm、樹脂バインダーの比重d=1.1g/立
方cmで計算した)である。なお金型の大きさは、縦1
00mm、横200mm、厚さ40mmである。
Next, an embodiment of the present invention and its characteristics will be described in comparison with two conventional elastic blocks for paving. As a specific example of the present invention, the surface layer 2 is composed of 520.0 g of unvulcanized EPDM rubber, 20.8 g of a red pigment and 2.8 of sulfur.
g was kneaded with a roll to form a sheet having a thickness of 10 mm, which was cut to 110 × 210 mm according to the mold used. As the lower layer 3, 480 g of waste tire rubber chips sold by Sumitomo Rubber Industries, Ltd. under the trade name "H-15" was used as a soft elastic aggregate. As a resin binder, M, which is commercially available from Sumitomo Rubber Industries, Ltd. under the trade name "Grip Coat C-928"
DI-based one-part moisture-curable urethane resin 10: 1 (vo
Using the ratio of 1), that is, 48.0 g, the soft elastic aggregate and the resin binder were mixed and stirred, and the mixture was placed on the sheet-shaped surface layer 2 in the mold. And temperature 160 ℃, pressure 10Kg
/ Sq cm for 30 minutes after hot pressing and then demolding, 48
I was allowed to cure for hours. The porosity of the completed pavement elastic block 1 is 20% (specific gravity d of waste tire rubber chips d = 1.1
g / cubic cm, specific gravity of resin binder d = 1.1 g / cubic cm). The size of the mold is 1 vertical
The length is 00 mm, the width is 200 mm, and the thickness is 40 mm.

【0018】従来の舗装用弾性ブロックとして比較例1
においては、表面層に軟弾性骨材として住友ゴム工業株
式会社より商品名「GO−R13」として販売されてい
るEPDMゴムチップ194gと、樹脂バインダーとし
て、具体例と同じMDI系一液湿気硬化型ウレタン樹脂
を約10:1(vol)の比率である16.0gを混合
攪拌して、具体例と同じ大きさの金型内に仕込んだ。次
いで、下部層として上述具体例の下部層3と同じ廃タイ
ヤゴムチップ480gと具体例と同じMDI系一液湿気
硬化型ウレタン樹脂を10:1(vol)の比率である
48.0gを混合攪拌して、金型内の表面層の上に仕込
み、温度150℃、圧力10Kg/平方cmで15分間
加熱プレスした後、脱型し、48時間養生させた。出来
上がった比較例1の舗装用弾性ブロックの空隙率は20
%(EPDMゴムチップの比重d=1.3g/立方c
m、廃タイヤゴムチップの比重d=1.1g/立方c
m、樹脂バインダーの比重d=1.1g/立方cmで計
算した)である。
Comparative Example 1 as a conventional elastic block for paving
In EPDM rubber chip 194 g sold by Sumitomo Rubber Industries, Ltd. under the trade name "GO-R13" as a soft elastic aggregate in the surface layer, and as a resin binder, the same MDI-based one-component moisture-curing urethane as in the specific example. The resin was mixed and stirred at a ratio of about 10: 1 (vol) of 16.0 g and charged into a mold having the same size as the specific example. Then, as the lower layer, 480 g of the same waste tire rubber chips as the lower layer 3 of the above-described specific example and 48.0 g of the same MDI-based one-component moisture-curing urethane resin as the specific example in a ratio of 10: 1 (vol) were mixed and stirred. Then, the mixture was charged on the surface layer in the mold, heated and pressed at a temperature of 150 ° C. and a pressure of 10 Kg / cm 2 for 15 minutes, demolded, and cured for 48 hours. The porosity of the completed pavement elastic block of Comparative Example 1 was 20.
% (Specific gravity of EPDM rubber chip d = 1.3 g / cubic c
m, specific gravity of waste tire rubber chips d = 1.1 g / cubic c
m, the specific gravity of the resin binder d = 1.1 g / cubic cm).

【0019】比較例2は、表面層を具体例の下部層3と
同じ廃タイヤゴムチップ160gと、赤の無機顔料0.
64gと、具体例と同じMDI系一液湿気硬化型ウレタ
ン樹脂を10:1(vol)の比率である16.0gを
混合攪拌して、具体例と同じ大きさの金型内に仕込み、
次ぎに下部層として同じ廃タイヤゴムチップ480gと
具体例と同じMDI系一液湿気硬化型ウレタン樹脂を1
0:1(vol)の比率である48.0gを混合攪拌し
て、金型内の表面層の上に仕込んだ。そして、温度15
0℃、圧力10Kg/平方cmで15分間加熱プレスし
た後、脱型し、48時間養生させた。出来上がった比較
例2の舗装用弾性ブロックの空隙率は20%(廃タイヤ
ゴムチップの比重d=1.1g/立方cm、樹脂バイン
ダーの比重d=1.1g/立方cmで計算した)であ
る。
In Comparative Example 2, 160 g of waste tire rubber chips, which are the same as the lower layer 3 of the specific example, were used as the surface layer, and a red inorganic pigment of 0.
64 g and 16.0 g of the same MDI one-component moisture-curing urethane resin as in the specific example at a ratio of 10: 1 (vol) were mixed and stirred, and charged into a mold having the same size as in the specific example.
Next, 480 g of the same waste tire rubber chip as the lower layer and the same MDI-based one-component moisture-curing urethane resin as the concrete example
48.0 g of a ratio of 0: 1 (vol) was mixed and stirred and charged on the surface layer in the mold. And temperature 15
After hot pressing at 0 ° C. and a pressure of 10 Kg / cm 2 for 15 minutes, the mold was removed, and curing was carried out for 48 hours. The porosity of the completed elastic block for paving of Comparative Example 2 was 20% (calculated with the specific gravity d of waste tire rubber chips d = 1.1 g / cubic cm and the specific gravity d of the resin binder d = 1.1 g / cubic cm).

【0020】これら具体例および比較例1,2の各サン
プルの表層部10mmをカットしてからダンベル状に打
ち抜き、JIS規格のK6301に従った引張試験およ
びJIS規格のA6519に従った安全性(弾力性)試
験(Gmax)を行った。その結果を表1に示す。
10 mm of the surface layer of each of these concrete examples and comparative examples 1 and 2 was cut and punched in a dumbbell shape, and a tensile test according to JIS standard K6301 and a safety (elasticity) according to JIS standard A6519. A sex) test (Gmax) was performed. The results are shown in Table 1.

【0021】[0021]

【表1】 この表1から表面層が高い強度そして伸びを達成してい
ることが判る。また、JIS規格のA6519によれ
ば、100G以下は合格であるが、より安全性を求める
場合は70G以下が望ましいとされているが、具体例に
おいては比較例2と略同じ62Gを示しており、安全性
にも優れていることが判った。
[Table 1] From this Table 1, it can be seen that the surface layer achieved high strength and elongation. According to JIS standard A6519, 100G or less is acceptable, but 70G or less is desirable when more safety is required, but in the specific example, 62G, which is substantially the same as that of Comparative Example 2, is shown. It turned out that it is also excellent in safety.

【0022】また、スガ試験機株式会社製のサンシャイ
ンウエザーメーターを使用して耐侯性試験を行った。耐
侯性試験については、変色の度合をミノルタ株式会社よ
り商品名「CR−310」として市販されている色彩色
差計を使用して色差値にて評価した。その結果を表2に
示す。
A weather resistance test was conducted using a sunshine weather meter manufactured by Suga Test Instruments Co., Ltd. Regarding the weather resistance test, the degree of discoloration was evaluated by a color difference value using a color difference meter commercially available from Minolta Co., Ltd. under the trade name "CR-310". The results are shown in Table 2.

【0023】[0023]

【表2】 この表2から、100時間を経過すると色差値は比較例
1,2とは明らかに低くなり、変色が少ないことが判っ
た。
[Table 2] From Table 2, it was found that after 100 hours, the color difference values were obviously lower than those of Comparative Examples 1 and 2, and there was little discoloration.

【0024】この舗装用弾性ブロック1は、表面がシー
ト状のゴムであり、非透水性の舗装用弾性ブロックにな
り、プールサイド等水気のある場所に施工しても、その
上を歩行した時水が滲み出すようなことはなく、歩行感
の良いプールサイド等を提供することができる。一方。
ブロック型をしているので目地透水が可能であり、目地
透水施工すれば、全体としては透水性舗装とすることも
できる。
This pavement elastic block 1 has a sheet-like rubber surface, and is a non-water permeable pavement elastic block. Even when it is constructed in a place with water such as poolside, when walking on it. The water does not seep out, and it is possible to provide a poolside or the like with a good walking feeling. on the other hand.
Since it is a block type, it is possible to make joints permeable, and if joint permeable construction is performed, it is possible to make a permeable pavement as a whole.

【0025】[0025]

【発明の効果】以上のようにこの発明の舗装用弾性ブロ
ックは、少なくとも一層のシート状ゴムで構成された表
面層と、軟弾性骨材または硬質骨材あるいはこれらの混
合物をバインダーで硬化させた下部層との多層構造にな
っており、表面にはシート状のゴムが位置するので。高
強度化が可能であり、耐侯性も高いので変色しにくい舗
装用弾性ブロックが提供でき、様々な色彩に着色するこ
ともでき、多様な色彩のブロックを提供することができ
る。また、表面層のゴムの材質は要求される断両性や滑
り性に応じて適宜選択することができる。更に、下部層
には衝撃吸収性のよい高弾力性層を設けることもでき、
安全性の高い舗装用弾性ブロックを提供することがで
き、安価な廃ゴムチップ等が使用できるので、コストダ
ウンを図ることもできる。下部層は硬度の異なる2種類
以上の粒状物も使用できるので、使用用途に適した弾性
量を出すこともできる。
INDUSTRIAL APPLICABILITY As described above, in the elastic paving block of the present invention, the surface layer composed of at least one sheet of rubber and the soft elastic aggregate or the hard aggregate or a mixture thereof are cured with the binder. It has a multilayer structure with the lower layer, and the sheet-shaped rubber is located on the surface. It is possible to provide an elastic pavement block that is resistant to discoloration because it can be strengthened and has high weather resistance, and can also be colored in various colors to provide blocks of various colors. Further, the material of the rubber of the surface layer can be appropriately selected according to the required amphiphilic property and slidability. Furthermore, it is possible to provide a highly elastic layer with good shock absorption in the lower layer,
Since it is possible to provide a highly safe elastic block for paving and use inexpensive waste rubber chips and the like, it is possible to reduce costs. Since the lower layer can also use two or more types of granular materials having different hardnesses, it is possible to obtain an elastic amount suitable for the intended use.

【0026】また請求項2に記載のように、この発明の
舗装用弾性ブロックの製造法は、所定のブロック形状を
した金型に未加硫のシート状ゴムを仕込み、軟弾性骨材
または硬質骨材あるいはこれらの混合物と各骨材あるい
は混合物に足るバインダーを金型内のシート状ゴム上に
仕込み、金型によりシート状ゴムの加硫と、バインダー
の硬化および成型を同時に行う一体成型であり、生産性
を向上させることができ安価に提供することができる。
更に、表面層は未加硫ゴムを仕込むため、加硫時に下部
層のゴムチップの隙間に流れ込んで硬化するので、接着
した形になり、表面層と下部層との接着力は高くなり、
長期間の使用でもこれら2つの層が分離するようなこと
はない。
According to a second aspect of the present invention, in the method for manufacturing an elastic pavement block according to the present invention, an unvulcanized sheet rubber is charged into a mold having a predetermined block shape to form a soft elastic aggregate or a hard elastic material. It is an integral molding in which aggregate or a mixture thereof and binder sufficient for each aggregate or mixture are charged on a sheet rubber in a mold, and the sheet rubber is vulcanized by the mold and the binder is simultaneously cured and molded. The productivity can be improved and the product can be provided at a low cost.
Furthermore, since the surface layer is charged with unvulcanized rubber, it flows into the gap between the rubber chips of the lower layer and cures during vulcanization, resulting in a bonded form, and the adhesive strength between the surface layer and the lower layer increases,
The two layers do not separate even after long-term use.

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

【図1】この発明の舗装用弾性ブロックの一実施例を示
す斜視図である。
FIG. 1 is a perspective view showing an embodiment of an elastic paving block according to the present invention.

【符号の説明】[Explanation of symbols]

1 舗装用弾性ブロック 2 表面層 3 下部層 1 Elastic block for paving 2 Surface layer 3 Lower layer

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成5年9月30日[Submission date] September 30, 1993

【手続補正1】[Procedure Amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0003[Name of item to be corrected] 0003

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【0003】このような弾性舗装構造としては、廃タイ
ヤ等のゴムチップをウレタン等の樹脂バインダーでブロ
ック状に硬めた舗装用弾性ブロックがある。この舗装用
弾性ブロックは弾力性があり、転倒時に受ける衝撃が小
さく安全であり、幼児が集まる公園の歩道等にも広く使
用されつつある。また、現場施工も舗装用弾性ブロック
を敷き詰めるだけでよいので、短期間で施工できる利点
がある。また、このような弾性ブロックではなく現場施
工によりゴムチップを樹脂バインダーで硬め、その表面
にウレタンで目止め処理を施した複合弾性舗装構造体も
提案されている。この複合弾性舗装構造体は、表面の耐
久性を目止め処理無しに比べて向上させることができる
利点がある。
As such an elastic pavement structure, there is an elastic pavement block in which a rubber chip such as a waste tire is hardened into a block shape with a resin binder such as urethane. This elastic pavement block is elastic, has a small impact when it falls, and is safe, and is being widely used on the sidewalks of parks where infants gather. In addition, since there is only need to spread elastic blocks for pavement on site construction, there is an advantage that construction can be done in a short period of time. Further, instead of such an elastic block, a composite elastic pavement structure has also been proposed in which rubber chips are hardened with a resin binder by site construction and the surface is subjected to sealing treatment with urethane. This composite elastic pavement structure has an advantage that surface durability can be improved as compared with the case where no sealing treatment is performed.

【手続補正2】[Procedure Amendment 2]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0011[Correction target item name] 0011

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【0011】[0011]

【作用】この舗装用弾性ブロックは、表面にはシート状
のゴムが位置するので、高強度化が可能であり、耐侯性
も高いので変色しにくく、様々な色彩に着色することも
できる舗装用弾性ブロックが提供できる。また、表面層
のゴムの材質は要求される弾力性や滑り性に応じて適宜
選択することができる。更に、下部層には衝撃吸収性の
よい高弾力性層を設けることもでき、安全性の高い舗装
用弾性ブロックを提供することができ、安価な廃ゴムチ
ップ等が使用できるのでコストダウンを図ることもでき
る。この下部層は硬度の異なる2種類以上の粒状物も使
用できるので、使用用途に適した弾性力を持たせること
もできる。
[Function] This elastic block for paving has a sheet-shaped rubber on the surface, so it can be made stronger and has high weather resistance, so it does not discolor easily and can be colored in various colors. An elastic block can be provided. The material of the rubber of the surface layer can be appropriately selected according to the required elasticity and slipperiness. Furthermore, it is possible to provide a highly elastic layer with good shock absorption in the lower layer, it is possible to provide an elastic block for paving with high safety, and it is possible to use inexpensive waste rubber chips etc. You can also Since this lower layer can also use two or more types of granular materials having different hardnesses, it can also have an elastic force suitable for the intended use.

【手続補正3】[Procedure 3]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0014[Correction target item name] 0014

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【0014】下部層3に弾性を持たせるための軟弾性骨
材としては、粒径が0.05〜30.00mmの粒状ま
たはひじき状でJIS規格でA70以下の硬度の軟質粉
砕チップを使用する。このような軟質な粒状物として
は、ゴムチップ、発泡ゴムチップ、廃タイヤゴムチッ
プ、スポンジあるいはコルク等が良いが、弾力性やへた
りのことを考慮するとゴムチップが良い。特に、リサイ
クルや環境問題の面から廃ゴムチップが好ましい。下部
層3を硬質にするには粒径が同じく0.05〜30.0
0mmの硬質な粒状物JIS規格でD30以上の硬度の
硬質骨材を使用する。このような粒状骨材としては、自
然石、木片、クルミ片、竹屑、貝殻、セラミック粒、硬
質プラスチック粒、硬質ゴムまたは粉砕物等が好まし
い。樹脂バインダーとしては、耐水性に優れた軟質のも
のが好ましく、例えばウレタン、軟質エポキシ、軟質ポ
リエステル等がある。耐水性、弾力性そして成型性を考
慮すると湿気硬化型ウレタン樹脂が好ましい。樹脂バイ
ンダーの混合量は、体積比(粒状物/バインダー)で7
/1〜15/1が好ましく、7/1以下だと表面の見た
目が悪く、コストもかかる。一方、15/1以上だと強
度がでなくなる。この下部層3の厚みは弾力性の面から
10mm以上が好ましい。
As the soft elastic aggregate for imparting elasticity to the lower layer 3, there is used a soft crushed chip having a particle size of 0.05 to 30.00 mm or a hijiki shape and a hardness of A70 or less according to JIS standard. . As such a soft granular material, a rubber chip, a foamed rubber chip, a waste tire rubber chip, a sponge, a cork, or the like is preferable, but a rubber chip is preferable in consideration of elasticity and fatigue. Particularly, waste rubber chips are preferable from the viewpoint of recycling and environmental problems. To make the lower layer 3 hard, the particle size is 0.05 to 30.0
0 mm hard granular material A hard aggregate having a hardness of D30 or more according to JIS standard is used. As such a granular aggregate, natural stone, wood pieces, walnut pieces, bamboo waste, shells, ceramic particles, hard plastic particles, hard rubber or crushed materials are preferable. The resin binder is preferably a soft one having excellent water resistance, and examples thereof include urethane, soft epoxy, and soft polyester. Moisture-curing urethane resins are preferable in consideration of water resistance, elasticity and moldability. The amount of resin binder mixed is 7 in volume ratio (granular material / binder).
/ 1 to 15/1 is preferable, and if it is 7/1 or less, the surface looks bad and costs are high. On the other hand, if it is 15/1 or more, the strength will be reduced. The thickness of the lower layer 3 is preferably 10 mm or more in terms of elasticity.

【手続補正4】[Procedure amendment 4]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0015[Name of item to be corrected] 0015

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【0015】この舗装用弾性ブロック1は、まず表面層
1となる未加硫のゴムに架橋剤、加硫剤、硬化剤等と顔
料をロール等により練り込んでシート状にし、これを金
型に入る大きさに切断して金型に入れる。次いで、下部
層3の材料である軟弾性骨材または硬質骨材あるいはそ
の両方の混合物とバインダーとを金型中に仕込み、加熱
加圧プレスすることにより、表面層1の加硫とバインダ
ーの硬化、および成型を同時に行い、金型から取り出
す。なお、滑り止め加工を表面層2の表面に施す場合
は、金型に滑り止め模様を付けておけば、工程を増やさ
ず簡単に滑り止め加工も施せる。
The pavement elastic block 1 is made by kneading an unvulcanized rubber, which will be the surface layer 1, with a cross-linking agent, a vulcanizing agent, a curing agent, and a pigment by a roll or the like to form a sheet, which is then molded into a mold. Cut into a size that fits in and put in the mold. Then, the soft elastic aggregate or the hard aggregate, which is a material of the lower layer 3, or a mixture of both, and a binder are charged into a mold and heated and pressed to vulcanize the surface layer 1 and cure the binder. , And molding at the same time, and remove from the mold. When the anti-slip process is applied to the surface of the surface layer 2, the anti-slip process can be easily performed by adding a non-slip pattern to the mold without increasing the steps.

【手続補正5】[Procedure Amendment 5]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0025[Name of item to be corrected] 0025

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【0025】[0025]

【発明の効果】以上のようにこの発明の舗装用弾性ブロ
ックは、少なくとも一層のシート状ゴムで構成された表
面層と、軟弾性骨材または硬質骨材あるいはこれらの混
合物をバインダーで硬化させた下部層との多層構造にな
っており、表面にはシート状のゴムが位置するので。高
強度化が可能であり、耐侯性も高いので変色しにくい舗
装用弾性ブロックが提供でき、様々な色彩に着色するこ
ともでき、多様な色彩のブロックを提供することができ
る。また、表面層のゴムの材質は要求される弾力性や滑
り性に応じて適宜選択することができる。更に、下部層
には衝撃吸収性のよい高弾力性層を設けることもでき、
安全性の高い舗装用弾性ブロックを提供することがで
き、安価な廃ゴムチップ等が使用できるので、コストダ
ウンを図ることもできる。下部層は硬度の異なる2種類
以上の粒状物も使用できるので、使用用途に適した弾性
量を出すこともできる。
INDUSTRIAL APPLICABILITY As described above, in the elastic paving block of the present invention, the surface layer composed of at least one sheet of rubber and the soft elastic aggregate or the hard aggregate or a mixture thereof are cured with the binder. It has a multilayer structure with the lower layer, and the sheet-shaped rubber is located on the surface. It is possible to provide an elastic pavement block that is resistant to discoloration because it can be strengthened and has high weather resistance, and can also be colored in various colors to provide blocks of various colors. The material of the rubber of the surface layer can be appropriately selected according to the required elasticity and slipperiness. Furthermore, it is possible to provide a highly elastic layer with good shock absorption in the lower layer,
Since it is possible to provide a highly safe elastic block for paving and use inexpensive waste rubber chips and the like, it is possible to reduce costs. Since the lower layer can also use two or more types of granular materials having different hardnesses, it is possible to obtain an elastic amount suitable for the intended use.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 少なくとも一層のシート状ゴムで構成さ
れた表面層と、軟弾性骨材または硬質骨材あるいはこれ
らの混合物をバインダーで硬化させた下部層とを有する
ことを特徴とする舗装用弾性ブロック。
1. A pavement elastic comprising a surface layer composed of at least one layer of sheet rubber and a lower layer obtained by curing a soft elastic aggregate or a hard aggregate or a mixture thereof with a binder. block.
【請求項2】 所定のブロック形状をした金型に未加硫
のシート状ゴムを仕込み、軟弾性骨材または硬質骨材あ
るいはこれらの混合物および前記各骨材あるいは前記混
合物に足るバインダーを前記金型内の前記シート状ゴム
上に仕込み、前記金型により前記シート状ゴムの加硫
と、前記バインダーの硬化および成型を同時に行うこと
を特徴とする舗装用弾性ブロックの製造法。
2. An unvulcanized sheet rubber is charged into a mold having a predetermined block shape, and soft elastic aggregate or hard aggregate or a mixture thereof and each aggregate or a binder sufficient for the mixture is added to the metal mold. A method for manufacturing an elastic pavement block, which comprises charging on the sheet-shaped rubber in a mold, and simultaneously vulcanizing the sheet-shaped rubber and curing and molding the binder by the mold.
JP5184349A 1993-06-29 1993-06-29 Elastic block for pavement and its manufacturing method Expired - Fee Related JP2655387B2 (en)

Priority Applications (1)

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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5184349A JP2655387B2 (en) 1993-06-29 1993-06-29 Elastic block for pavement and its manufacturing method

Publications (2)

Publication Number Publication Date
JPH0718614A true JPH0718614A (en) 1995-01-20
JP2655387B2 JP2655387B2 (en) 1997-09-17

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ID=16151712

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Country Status (1)

Country Link
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100392885B1 (en) * 2000-09-01 2003-07-28 김인중 The block which has and holes and utilized by recyling tire
KR20040018759A (en) * 2002-08-27 2004-03-04 이영렬 Elastic block comprising waste block and waste ruber chips
US7044443B2 (en) 2003-06-12 2006-05-16 Kohei Nakamura Flat valve device
JP2013060729A (en) * 2011-09-13 2013-04-04 Mitsuboshi Belting Ltd Elastic pavement block and manufacturing method thereof

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0433706U (en) * 1990-07-16 1992-03-19

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61119557A (en) * 1984-11-13 1986-06-06 Kawasaki Steel Corp Emergency stop controller in strip taking-up machine

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0433706U (en) * 1990-07-16 1992-03-19

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100392885B1 (en) * 2000-09-01 2003-07-28 김인중 The block which has and holes and utilized by recyling tire
KR20040018759A (en) * 2002-08-27 2004-03-04 이영렬 Elastic block comprising waste block and waste ruber chips
US7044443B2 (en) 2003-06-12 2006-05-16 Kohei Nakamura Flat valve device
CN100334377C (en) * 2003-06-12 2007-08-29 中村浩平 Flat valve device
JP2013060729A (en) * 2011-09-13 2013-04-04 Mitsuboshi Belting Ltd Elastic pavement block and manufacturing method thereof

Also Published As

Publication number Publication date
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