JP2557296B2 - Elastic pavement material and construction method - Google Patents

Elastic pavement material and construction method

Info

Publication number
JP2557296B2
JP2557296B2 JP3195928A JP19592891A JP2557296B2 JP 2557296 B2 JP2557296 B2 JP 2557296B2 JP 3195928 A JP3195928 A JP 3195928A JP 19592891 A JP19592891 A JP 19592891A JP 2557296 B2 JP2557296 B2 JP 2557296B2
Authority
JP
Japan
Prior art keywords
elastic
layer
fabric layer
pavement material
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.)
Expired - Fee Related
Application number
JP3195928A
Other languages
Japanese (ja)
Other versions
JPH0517906A (en
Inventor
寛 宮地
藤原  稔
昭司 小林
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.)
Hiroshima Kasei Ltd
Original Assignee
Hiroshima Kasei 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 Hiroshima Kasei Ltd filed Critical Hiroshima Kasei Ltd
Priority to JP3195928A priority Critical patent/JP2557296B2/en
Publication of JPH0517906A publication Critical patent/JPH0517906A/en
Application granted granted Critical
Publication of JP2557296B2 publication Critical patent/JP2557296B2/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】本発明は弾性舗装材及びその施工
方法に関する。本発明の弾性舗装材は屋外の路面の舗装
はもとより屋内の床材としても使用される。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an elastic pavement material and a construction method thereof. The elastic pavement material of the present invention is used not only as an outdoor pavement for road surfaces but also as an indoor floor material.

【0002】[0002]

【従来の技術】従来から各種スポーツ施設、公園、遊園
地、リゾート施設或いは各種建屋のエクステリア等の歩
行部分には、加硫ゴム粉末をバインダーをもちいて所定
の形状に成形したゴムマットや不織布の単層マットが使
用されている。
2. Description of the Related Art Conventionally, a walking mat such as various sports facilities, parks, amusement parks, resort facilities, or exteriors of various buildings has a rubber mat or non-woven fabric formed of a vulcanized rubber powder into a predetermined shape using a binder. Layer mats are used.

【0003】加硫ゴム粉末をバインダーで所定形状に成
形する従来技術としては、現場で施工する舗装タイプ
と、お互が嵌合するように予め所定形状に成形した、い
わゆるインターロックタイプがある。
As conventional techniques for molding vulcanized rubber powder into a predetermined shape with a binder, there are a pavement type that is constructed on site and a so-called interlock type that is preliminarily formed into a predetermined shape so that they fit together.

【0004】所で、これら従来技術には各々次の様な欠
点がある。
However, each of these conventional techniques has the following drawbacks.

【0005】即ち、現場施工のものは イ、施工期間が
長い。ロ、完全に硬化するまでに長時間を要し交通遮断
が必要である。等の現場施工に特有の欠点がある。
That is, the on-site construction has a long construction period. B. It takes a long time to completely cure, and it is necessary to block traffic. There are drawbacks peculiar to on-site construction.

【0006】一方、インターロックタイプのものは、
イ、通常は置敷施工であるので、施工箇所のレベリング
作業に手間がかかる。ロ、本来が簡単施工を目的として
いるため、一個が片手で取扱うことが出来る程の小型の
タイルであるので一定のパターンに線合せ等をするため
に手間がかかる。
On the other hand, the interlock type is
(A) Since it is usually a stationary construction, it takes time and effort to level the construction site. B. Since it is originally intended for simple construction, one piece is a small tile that can be handled with one hand, so it takes time to align the lines in a certain pattern.

【0007】更に、不織布の単層マットは イ、使用経
過とともに硬くなり歩行感等が劣化する。 ロ、施工面
の凹凸が表面にでる。 ハ、一旦吸水した水がぬけにく
い等の欠点がある。
Further, the non-woven fabric single-layer mat becomes stiff with use and deteriorates in walking feeling. B, irregularities on the construction surface appear on the surface. C. It has drawbacks such as difficulty in absorbing water once absorbed.

【0008】[0008]

【発明が解決しようとする課題】ここで、本発明で使用
する用語を解明しておく。通常、”舗装”とは、道路を
石、アスファルト、コンクリート等を敷き詰め固めるこ
とであるが、本発明では屋内の床、各種建屋のベラン
ダ、テラス等エクステリア部分、ゴルフ場、公園等の歩
道路面等に敷き詰めることなど広義に解釈する。又、当
業界では床面及び路面の凹凸を”不陸”(フリク)と呼
んでいるので本発明でもそれに倣う。
The terms used in the present invention will now be clarified. Usually, "pavement" means laying and hardening stones, asphalt, concrete, etc. on a road, but in the present invention, indoor floors, verandas of various buildings, exterior parts such as terraces, golf courses, walkways such as parks, etc. Interpret in a broad sense such as laying on. Further, in the art, the unevenness of the floor surface and the road surface is called "landlessness" (flick), and the present invention follows this.

【0009】本発明者等は上述した従来技術の欠点を検
討し、解決しようとする課題を策定した。本発明が解決
しようとする課題は、現場で簡便且つ迅速に施工出来、
且つ施工後は従来の現場施工タイプのものにくらべても
同等以上の仕上り及び物性を保持出来る弾性舗装材を開
発することである。
The present inventors have studied the above-mentioned drawbacks of the prior art and have formulated a problem to be solved. The problem to be solved by the present invention is that the construction can be carried out easily and quickly on site,
In addition, after the construction, it is necessary to develop an elastic paving material that can maintain the same or better finish and physical properties than the conventional on-site construction type.

【0010】発明が解決しようとする別の課題は、本発
明の弾性舗装材を簡便且つ迅速に施工する工法を確立す
ることである。
Another problem to be solved by the invention is to establish a method for constructing the elastic pavement material of the present invention simply and quickly.

【0011】[0011]

【課題を解決するための手段】課題を解決するための手
段は、加硫ゴム粉末をバインダーで所定の形状に成形し
た弾性層と所定の厚さの不織布を接着して予め一体化さ
せることである。
[Means for Solving the Problems] A means for solving the problems is to bond an elastic layer formed by molding a vulcanized rubber powder with a binder into a predetermined shape and a non-woven fabric of a predetermined thickness and preliminarily integrate them. is there.

【0012】本発明者等は本発明の開発過程で上述した
従来技術の欠点と長所を勘案した。
The present inventors have taken into consideration the above-mentioned drawbacks and advantages of the prior art in the development process of the present invention.

【0013】従来技術のうち、現場施工タイプは、いわ
ゆる路面の舗装である。従って、路面の不陸を予め処理
しなければならないという煩わしい作業は必要としな
い。この従来技術で最も時間を要し且つ天候、交通等不
安定要素に影響される作業は、アスファルト等下地表面
に加硫ゴム粉末を散布し展着硬化させる作業である。
Among the conventional techniques, the on-site construction type is so-called road pavement. Therefore, the troublesome work of treating the unevenness of the road surface in advance is not required. In this conventional technique, the most time-consuming work, which is affected by unstable factors such as weather and traffic, is a work of spreading vulcanized rubber powder on the surface of a ground such as asphalt and spreading and curing it.

【0014】一方、従来技術のうちのインターロックタ
イプは、簡便な置敷施工であるが、下地の不陸の処理作
業に長時間を要する。
On the other hand, the interlock type of the prior art is a simple laying construction, but it takes a long time to perform the work for treating the unevenness of the base.

【0015】従って、或る種の基材の表面に予め加硫ゴ
ム粉末をバインダーで展着硬化させ且つ基材自体に不陸
を調製する機能を持たせ、上述した2つの従来技術のお
互の長所を兼ね合わせたものが本発明の舗装材である。
Therefore, the surface of a certain type of base material is provided with a function of spreading and curing vulcanized rubber powder with a binder in advance and the base material itself having a function of adjusting the unevenness, and the two conventional techniques described above are used together. The pavement material of the present invention has both advantages.

【0016】 かくて達成された本発明は、加硫ゴム粉
末をバインダーで所定の形状に硬化させた弾性層、及び
前記弾性層の被舗装面側に接着された不織布層とから成
り全体として一体化されて成る弾性舗装材である。 本発
明の弾性舗装材の弾性層は加硫ゴム粉末をバインダーで
硬化させたものである。これは、舗装材に必須の要件に
なってきている透水性効果、ノンスリップ効果等を最も
効果的に発揮するからである。
The present invention thus achieved is vulcanized rubber powder.
An elastic layer in which the powder is cured into a predetermined shape with a binder, and
A non-woven fabric layer adhered to the paved surface side of the elastic layer.
It is an elastic pavement material that is integrated as a whole. Starting
The elastic layer of the bright elastic pavement material is vulcanized rubber powder cured with a binder. This is most effective in the water permeability effect and non-slip effect, which are becoming essential requirements for paving materials.
This is because it works effectively.

【0017】本発明で使用されるバインダーはウレタン
系バインダー、ポリブタジエン系バインダー等から任意
に選択されるが、耐久性、耐候性、弾力性等諸物性に価
格の点を勘案するとウレタン系バインダーが好ましい。
The binder used in the present invention is arbitrarily selected from urethane-based binders, polybutadiene-based binders and the like, but urethane-based binders are preferable in consideration of various physical properties such as durability, weather resistance and elasticity in terms of price. .

【0018】本発明で使用される不織布はポリプロピレ
ン、ポリエチレン、ポリエステル、ナイロン及びレーヨ
ンより作製されたもの、或いはそれらを混合した繊維を
主材とし、且つその中に100〜170℃で熱溶融する
繊維を混入して製造される。不織布の厚さは任意に選定
され得るが、施工性、コスト等を勘案すると3〜15m
mの範囲が好ましい。
The non-woven fabric used in the present invention is mainly made of polypropylene, polyethylene, polyester, nylon and rayon, or a fiber obtained by mixing them, and is a fiber which is heat-melted at 100 to 170 ° C. It is manufactured by mixing. The thickness of the non-woven fabric can be selected arbitrarily, but considering the workability and cost, it is 3 to 15 m.
A range of m is preferred.

【0019】本発明の舗装材は離型紙或いはエンドレス
ベルトの上に、予めバインダーと均一に混練りされた加
硫ゴム粉末を均一に散布し加圧して、所定の密度と厚さ
からなる弾性層を作り、この弾性層の片面に不織布を載
置し接着し一体化して反転して製造される。
The paving material of the present invention is an elastic layer having a predetermined density and thickness, which is obtained by uniformly sprinkling a vulcanized rubber powder which has been kneaded with a binder in advance evenly on a release paper or an endless belt. The non-woven fabric is placed on one surface of the elastic layer, adhered, integrated and inverted to manufacture.

【0020】本発明の舗装材は長尺物、又は所定の形状
に製造される。
The pavement material of the present invention is manufactured in a long shape or in a predetermined shape.

【0021】 本発明は、更に、加硫ゴム粉末をバイン
ダーで所定の形状に硬化させた弾性層、前記弾性層の一
方の面に接着された不織布層、及び前記不織布層に接着
された固定層から成り全体として一体化されて成る弾性
舗装材である
The present invention further comprises vulcanized rubber powder in a vine.
Elastic layer cured into a predetermined shape with a der, one of the elastic layers
Non-woven fabric layer bonded to one side, and to the non-woven fabric layer
Elasticity consisting of a fixed layer
It is a paving material .

【0022】本発明で使用される固定層の材料は、弾性
層及び不織布層から成る柔軟性に富む舗装材を支持し床
材或いは舗装材としての強度を保持する材料、例えばコ
ンクリート、スレート、合成樹脂シート、木材等から任
意に選択される。
The material of the fixed layer used in the present invention is a material that supports a pavement material having a high flexibility, which is composed of an elastic layer and a non-woven fabric layer, and maintains the strength as a floor material or a pavement material, such as concrete, slate, or synthetic material. It is arbitrarily selected from a resin sheet, wood and the like.

【0023】 本発明は舗装方法として、加硫ゴム粉
末をバインダーで所定の形状に硬化させた弾性層、及び
前記弾性層の被舗装面側に接着された不織布層とから成
り全体として一体化されて成る弾性舗装材を用意するこ
と、被舗装面に石油樹脂系接着剤を塗布すること、石油
樹脂系接着剤を塗布した被舗装面を所定の温度で加熱し
て石油樹脂系接着剤を溶融させること、溶融した石油樹
脂系接着剤面に、前記弾性舗装材の不織布層面を載置す
ること、そして前記石油樹脂系接着剤が保有する余熱に
より、前記不織布層を構成する繊維の一部を溶融させ、
石油樹脂系接着剤と不織布層を溶着することから成る弾
性舗装材を被舗装面に舗装する方法を包含する。 但し、
本発明の弾性舗装材は、被舗装面に直接置くだけでも舗
装されるので、必ずしも上述した舗装方法にのみ限定さ
れない。
The present invention provides a vulcanized rubber powder as a paving method.
An elastic layer in which the powder is cured into a predetermined shape with a binder, and
A non-woven fabric layer adhered to the paved surface side of the elastic layer.
Prepare an elastic pavement material that is integrated as a whole
And applying a petroleum resin adhesive to the paved surface,
Heat the paved surface coated with the resin adhesive at a specified temperature.
Melted petroleum resin adhesive, melted petroleum tree
Place the non-woven fabric layer surface of the elastic pavement material on the fat-based adhesive surface.
And the residual heat of the petroleum resin adhesive
More, by melting a part of the fibers constituting the non-woven fabric layer,
A shell consisting of welding a non-woven fabric layer with a petroleum resin adhesive
The method includes paving a pavement material on a surface to be paved. However,
The elastic pavement material of the present invention can be used even if it is placed directly on the surface to be paved.
It is not limited to the paving methods described above.
Not.

【0024】本発明の舗装材は、バーナー等によりアス
ファルト路面を100〜150℃に加熱し、石油樹脂系
の接着剤を用いて不織布層を下にして接着させる。更に
不織布層内に混入されている100〜170℃で熱溶融
する繊維がアスファルトからの熱によって溶融し、路面
の不陸に追随して不陸を吸収した状態で常温硬化するの
で、従来の現場施工タイプと同等に仕上がる。
In the pavement material of the present invention, the asphalt road surface is heated to 100 to 150 ° C. with a burner or the like, and the petroleum resin adhesive is used to bond the pavement material with the nonwoven fabric layer facing downward. Furthermore, the fibers mixed in the non-woven fabric layer that heat-melt at 100 to 170 ° C. are melted by the heat from the asphalt and follow the unevenness of the road surface to cure at room temperature while absorbing the unevenness. Finished in the same manner as the construction type.

【0025】弾性層、不織布層及び固定層から成る本発
明の舗装材は、コンクリート、アスファルト、砂等で下
地を処理した後、置き敷き又は簡単な接着等で簡便に施
工される。
The pavement material of the present invention comprising an elastic layer, a non-woven fabric layer and a fixed layer is simply applied by laying it down or simply adhering it after treating the base with concrete, asphalt, sand or the like.

【0026】以下実施例を記載し本発明を具体的に説明
する。
The present invention will be specifically described with reference to the following examples.

【実施例1】 1,弾性材料の製造 (1)加硫ゴム粉末の準備 使用済みタイヤ、ウエザーストリップ等各種使用済み加
硫ゴム製品をロール或いはその他の粉砕機で粉砕し、磁
気選別機、比重選別機等然るべき手段で金属、繊維等夾
雑物を取除いた後、所定のメッシュのスクリーンを通し
て所定の大きさの加硫ゴム粉末を製造した。
Example 1 1. Manufacture of elastic material (1) Preparation of vulcanized rubber powder Various used vulcanized rubber products such as used tires and weather strips are crushed with a roll or other crusher, and a magnetic separator and a specific gravity are used. After removing impurities such as metals and fibers by a suitable means such as a sorting machine, a vulcanized rubber powder having a predetermined size was produced through a screen having a predetermined mesh.

【0027】弾性舗装材に要求される耐スパイク特性、
ノンスリップ性、透水性、施工性、コスト等諸条件を勘
案した場合、使用する加硫ゴム粉末の大きさは、大きい
ものから小さいものまで分布する方が好ましい。即ち、
加硫ゴム粉末100重量部に於て8〜12メッシュの大
きさのものが80重量部及び12〜32メッシュの大き
さのものが20重量部の組成が好ましい一例である。
Spike resistance required for elastic pavement materials,
Considering various conditions such as non-slip property, water permeability, workability, and cost, it is preferable that the size of the vulcanized rubber powder used is distributed from large to small. That is,
A composition of 80 to 12 parts by weight having a size of 8 to 12 mesh and 100 parts by weight of 100 to 100 parts by weight of vulcanized rubber powder is preferable.

【0028】(2)バインダーの準備 バインダーとしては物性及び価格面で妥当であるウレタ
ン系バインダーを使用することとした。表1にウレタン
系バインダーの配合例を示す。
(2) Preparation of Binder As the binder, urethane type binder, which is appropriate in terms of physical properties and price, is used. Table 1 shows a blending example of the urethane-based binder.

【0029】[0029]

【表1】 [Table 1]

【0030】上記したウレタンバインダー以外の配合例
としてはイソシアネート末端ポリブタジエン等液状樹脂
が考えられる。
Liquid resin such as isocyanate-terminated polybutadiene can be considered as a compounding example other than the above urethane binder.

【0031】(3)弾性材料の製造 上記に記載した方法で準備した8〜32メッシュパスの
加硫ゴム粉末100重量部当りバインダーを29重量部
添加した配合物を混練りして弾性材料を製造した。
(3) Manufacture of elastic material An elastic material is manufactured by kneading a compound containing 29 parts by weight of a binder per 100 parts by weight of vulcanized rubber powder of 8 to 32 mesh pass prepared by the method described above. did.

【0032】尚、本実施例では加硫ゴム粉末100重量
部当りバインダー29部添加して弾性舗装材料を製造す
る例を示したが、バインダーは加硫ゴム粉末100重量
部当り5〜40重量部の範囲で添加できる。
In this embodiment, 29 parts of the binder was added to 100 parts by weight of the vulcanized rubber powder to produce the elastic pavement material, but the binder is 5 to 40 parts by weight per 100 parts by weight of the vulcanized rubber powder. Can be added within the range.

【0033】(4)不織布の準備 ポリエステル繊維を原料とする厚さ1mmのスパンボン
ド不織布上に、ポリエステルを主材繊維とし且つ100
〜170℃で熱溶融する繊維を混入した単繊維を重ねて
厚さ10mm、目付量1,000g/m2 のニードルパ
ンチを施した不織布を用意した。
(4) Preparation of Nonwoven Fabric On a spunbonded nonwoven fabric having a thickness of 1 mm and made of polyester fiber as a raw material, polyester is used as a main material fiber and 100
A non-woven fabric was prepared by stacking single fibers mixed with fibers that melt at 170 ° C. at a temperature of 10 ° C. and needle punching with a thickness of 10 mm and a basis weight of 1,000 g / m 2 .

【0034】2,弾性舗装材の製造 巾1200mmのエンドレスベルトの上に、上記1で製
造した弾性材料を所定の目付量均一に散布し、加圧・加
熱して厚さ10mmの弾性層を形成した。
2. Manufacture of elastic pavement material: The elastic material manufactured in the above 1 is evenly spread on the endless belt having a width of 1200 mm by a predetermined basis weight, and pressure and heat are applied to form an elastic layer having a thickness of 10 mm. did.

【0035】次いで、上記弾性層の上に上記1、(4)
で準備した不織布を載置した後、加熱・加圧して接着し
一体化した長尺の弾性舗装材を製造した。
Then, on the elastic layer, the above-mentioned 1, (4)
After the non-woven fabric prepared in step 1 was placed, it was heated and pressed to bond it to form a long elastic pavement material.

【0036】3,接着強度試験 上記の様にして製造した弾性舗装材の弾性層と不織布層
の接着強度を建研式接着強度試験器でテストしたところ
4kgf/cm2 であった。
3, Adhesive Strength Test The adhesive strength of the elastic layer and the non-woven fabric layer of the elastic pavement material manufactured as described above was 4 kgf / cm 2 when tested by a Kenken type adhesive strength tester.

【0037】[0037]

【施工例1】ゴルフ場の歩経路の下地を整地した上に厚
さ50mmのアスファルトを打設し、アスファルト面に
深さ1〜5mmの凹部及び高さ1〜5mmの凸の不陸部
分を故意に設けた。
[Construction Example 1] A 50 mm-thick asphalt is placed on the ground of the walking path of a golf course, and a concave portion having a depth of 1 to 5 mm and a convex uneven portion having a height of 1 to 5 mm are formed on the asphalt surface. It was intentionally provided.

【0038】次いで、アスファルト表面をバーナーで1
00〜150℃に加熱してから、実施例1で製造した舗
装材を載置したところ、アスファルトが保持した熱によ
って不織布に織込まれている熱溶融繊維が溶融し、不陸
部分の形状に完全に追随して硬化したので舗装面は平滑
に仕上がった。
Then, the asphalt surface is burned with a burner 1
When the pavement material manufactured in Example 1 was placed after heating to 00 to 150 ° C., the heat-melted fiber woven in the nonwoven fabric was melted by the heat retained by the asphalt, and the shape of the uneven portion was formed. The pavement surface was finished smoothly because it was completely followed and cured.

【0039】[0039]

【実施例2】実施例1で製造した弾性舗装材を300m
m×300mmの大きさに裁断した。この裁断した舗装
材を302mm×302mmの型枠の底部に不織布層を
上方に向けて載置した後、コンクリートを流し込み振動
をかけず、コンクリート層の上からプレス板で加圧し、
型枠低部から真空吸引用多孔板を備えたサクションボッ
クスで脱水して一体化し即時脱型して弾性層、不織布層
及びコンクリートの固定層の3層から成る舗装材を製造
した。
[Embodiment 2] The elastic pavement material manufactured in Embodiment 1 is set to 300 m.
It was cut into a size of m × 300 mm. After placing the cut pavement material on the bottom of the 302 mm × 302 mm formwork with the non-woven fabric layer facing upward, concrete is poured and pressure is applied from above the concrete layer with a press plate without applying vibration.
A pavement material consisting of three layers of an elastic layer, a non-woven fabric layer and a concrete fixing layer was manufactured by dehydrating from the lower part of the frame with a suction box equipped with a porous plate for vacuum suction, integrating and immediately releasing the mold.

【0040】[0040]

【施工例2】児童公園内の児童遊戯広場の砂下地を整地
し、レベリングした後、実施例2で製造した弾性舗装材
を置敷法により施工し、各舗装材の間の目地には砂を充
填して施工を完了した。
[Construction Example 2] After arranging and leveling the sand foundation of the children's play plaza in the children's park, the elastic pavement material manufactured in Example 2 was constructed by the laying method, and the joints between the pavement materials were sanded. It was filled and the construction was completed.

【0041】[0041]

【発明の効果】イ、天候その他諸条件に影響されること
なく簡便且つ迅速に施工出来る。 ロ、それ自体が不陸を調整する機能を有しているので不
陸調整工事等煩わしい付帯工事が軽減される。 ハ、予め所定の形状、規格に製造することが出来るので
任意の意匠設計が出来る。
EFFECTS OF THE INVENTION (a) The construction can be carried out easily and quickly without being affected by various conditions such as weather. (B) Since it has the function of adjusting the unevenness itself, troublesome incidental work such as unevenness adjustment work can be reduced. C. Since it can be manufactured in a predetermined shape and standard in advance, any design can be designed.

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】イ、加硫ゴム粉末をバインダーで所定の形
状に硬化させた弾性層及び ロ、前記弾性層の被舗装面側に接着さた、100〜1
0℃で熱溶融する繊維を混入して製造された不織布層
とから成り全体として一体化されて成る弾性舗装材。
1. A Lee, bonded to vulcanized rubber powder elastic layer was cured into a predetermined shape with a binder and b, in the pavement surface side of the elastic layer, 100 to
An elastic pavement material that is integrally formed of a nonwoven fabric layer that is manufactured by mixing fibers that melt at 70 ° C.
【請求項2】イ、加硫ゴム粉末をバインダーで所定の形
状に硬化させた弾性層 ロ、前記弾性層の一方の面に接着さた、100〜17
℃で熱溶融する繊維を混入して製造された不織布層
及び、 ハ、前記不織布層に接着さた固定層の3層から成り全
体として一体化されて成る弾性舗装材。
Wherein b, the elastic layer to cure the vulcanized rubber powder into a predetermined shape by a binder; b, bonded to one surface of the elastic layer, 100-17
Non-woven fabric layer produced by mixing fibers that melt at 0 ° C ;
And, c, elastic pavement material comprising integrated as a whole consists of three layers of adhesive fixation layer on the nonwoven fabric layer.
【請求項3】イ、加硫ゴム粉末をバインダーで所定の形
状に硬化させた 弾性層及び前記弾性層の被舗装面側に
接着された、 100〜170℃で熱溶融する繊維を混入
して製造さ れた不織布層とから成り全体として一体化さ
れて成る 弾性舗装材を用意すること; ロ、被舗装面に石油樹脂系接着剤を塗布すること; ハ、石油樹脂系接着剤を塗布した被舗装面を所定の温度
加熱して石油樹脂系接着剤を溶融させること; ニ、溶融した石油樹脂系接着剤面に、前記弾性舗装材の
織布層面を載置すること;そして ホ、前記石油樹脂系接着剤が保有する余熱により、前記
織布層を構成する繊維の一部を溶融させ、石油樹脂系
接着剤と不織布層を溶着することから成る弾性舗装材
被舗装面に舗装する方法
3. A vulcanized rubber powder in a predetermined shape with a binder
Elastic layer that has been hardened into a shape , and on the paved surface side of the elastic layer
Incorporating bonded fibers that melt at 100-170 ℃
It is composed of a non-woven fabric layer manufactured by
Prepare an elastic paving material consisting of : b, apply a petroleum resin adhesive to the surface to be paved ; c, pave the surface to which the petroleum resin adhesive is applied at a predetermined temperature
To melt the petroleum resin-based adhesive by heating at the temperature; d.
It places the nonwoven fabric layer surface; and Ho, residual heat the petroleum resin-based adhesive's, the
Melted portions of the fibers constituting the nonwoven fabric layer, a petroleum resin
An elastic pavement material consists of welding the adhesive and the nonwoven fabric layer
A method of paving the surface to be paved .
JP3195928A 1991-07-09 1991-07-09 Elastic pavement material and construction method Expired - Fee Related JP2557296B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3195928A JP2557296B2 (en) 1991-07-09 1991-07-09 Elastic pavement material and construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3195928A JP2557296B2 (en) 1991-07-09 1991-07-09 Elastic pavement material and construction method

Publications (2)

Publication Number Publication Date
JPH0517906A JPH0517906A (en) 1993-01-26
JP2557296B2 true JP2557296B2 (en) 1996-11-27

Family

ID=16349310

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3195928A Expired - Fee Related JP2557296B2 (en) 1991-07-09 1991-07-09 Elastic pavement material and construction method

Country Status (1)

Country Link
JP (1) JP2557296B2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS48102427A (en) * 1972-04-11 1973-12-22
JPS5280625A (en) * 1975-12-27 1977-07-06 Showa Denko Kk Elastic composite paving member

Also Published As

Publication number Publication date
JPH0517906A (en) 1993-01-26

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