JPS60159203A - Construction of elastic paving material - Google Patents
Construction of elastic paving materialInfo
- Publication number
- JPS60159203A JPS60159203A JP1207484A JP1207484A JPS60159203A JP S60159203 A JPS60159203 A JP S60159203A JP 1207484 A JP1207484 A JP 1207484A JP 1207484 A JP1207484 A JP 1207484A JP S60159203 A JPS60159203 A JP S60159203A
- Authority
- JP
- Japan
- Prior art keywords
- paving material
- construction
- concrete
- base material
- elastic paving
- 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
Links
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
本発明は、ポリウレタン樹脂系弾性舗装材の施工方法に
かんする。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method of constructing a polyurethane resin-based elastic pavement material.
従来、ポリウレタン樹脂糸弾性舗装材全アスファルトコ
ンクリート又はセメントコンクリートの硬化物からなる
下地材上に施工する場合、コンクリート面に接着剤(f
ライマー)を塗布しておき、あるいは弾性舗装材自体の
接着作用全利用して、弾性舗装材をコンクリートに固着
させていた。Conventionally, when constructing polyurethane resin yarn elastic paving material on a base material made of hardened all-asphalt concrete or cement concrete, an adhesive (f) was applied to the concrete surface.
The elastic paving material was fixed to the concrete by applying a layer of limer or by fully utilizing the adhesive properties of the elastic paving material itself.
しかしながら、この固着方法によると、通常のスポーツ
施設、軽量自動車の緩速走行路の施工等の場合に対して
は、十分な固着がなし得るのであるが、例えば、競馬場
の馬道及び重量自動車走行路との兼用道路、車輌通行の
頻繁な駐車場通路、ないしは傾斜・湾曲をなしている道
路ある因は地面等過酷な使用条件下では固着の度合が十
分ではなく、剥離などの事故を起す。However, according to this fixing method, sufficient fixation can be achieved for construction of ordinary sports facilities and slow-speed running roads for light vehicles, but for example, it is possible to achieve sufficient fixation for construction of horse trails at racetracks and for heavy-duty vehicles. The degree of adhesion is not sufficient under harsh usage conditions such as roads that are used as roads, parking lot passages with frequent vehicle traffic, or sloped or curved roads, which may cause accidents such as peeling.
本発明者らは、この様な過酷な使用条件下においても弾
性舗装材が下地材から剥離しない様に十分に固着するこ
とのできる施工方法を見出し、本発明に到達した。The present inventors have discovered a construction method that can sufficiently adhere the elastic paving material to the base material so that it does not peel off even under such severe usage conditions, and have arrived at the present invention.
即ち、本イ11明の弾性舗装材の施工方法は1.l I
Jウレタン樹脂系弾性舗装材(以下、単に舗装材といつ
)ヲアスファルトコンクリート又はセメント:コンクリ
ートの硬化物からなる下地材(以下、単いニコンクリー
ト下地材という)K固着させる[あたシ、予め前記下地
材被固着表層部分に単−又は複数の凹所を設け、この凹
所に前記弾性舗装材が嵌合する様施工することを特徴と
するも・のである。That is, the construction method of the elastic paving material according to the present invention is as follows: 1. l I
J Urethane resin-based elastic paving material (hereinafter simply referred to as "paving material") Asphalt concrete or cement: Base material made of hardened concrete (hereinafter simply referred to as "concrete base material") One or more recesses are provided in the surface layer portion to which the base material is fixed, and construction is carried out so that the elastic paving material fits into the recesses.
本発明によれば、コンクリート下地材被固着表層部分の
凹所に嵌合して舗装材に6所を形成することにより、舗
装材に対する水平方向の引張り力を圧縮力に変換して嵌
合部位で吸収させることができ、前記引張り力に対する
耐性を高め、舗装材とコンクリート下地材との剥離全良
好に防止することができる。According to the present invention, by forming six places in the paving material by fitting into the recesses of the surface layer portion to which the concrete base material is fixed, horizontal tensile force on the paving material is converted into compressive force, and the fitting part This can improve the resistance to the tensile force and completely prevent peeling between the paving material and the concrete base material.
また、本発明によれば、舗装材の施工に先立ちコンクリ
ート下地材被固着表層部分に接着剤(ゾライマー)全塗
布することは、必ずしも必要ではないが、この接焉剤(
fライマー)を塗布する場合VCは、嵌合部位で接触表
面積が増大しているため、従来にもまして強固な固着を
なすことができるO
コンクリート下地材に形成される凹所の形状は任意に選
択することができる。例えば第1図及び第2図に示した
溝状の凹PJr a &−1,、溝の平面形状が直線状
、折線状、曲線状、波形状等で、断面j形状が矩形、台
も、半円状、ノ字状等のものが一般的であり、また、溝
に限らず、上記溝と同じ様な断面形状の杭状の凹所であ
ってもよい。この様な溝あるいは杭の設置個数は任意で
あり、舗装材の施工面積、傾斜度等を考慮して適宜選択
される。Furthermore, according to the present invention, it is not necessary to completely apply the adhesive (Zolaimer) to the surface layer to which the concrete base material is to be adhered prior to the construction of the paving material, but this adhesive (
When applying VC (Limer), the contact surface area at the mating site has increased, so it can form a stronger bond than before. You can choose. For example, the groove-shaped concave PJra &-1 shown in FIGS. 1 and 2, the planar shape of the groove is linear, broken line, curved, wavy, etc., the cross section j shape is rectangular, and the platform is also Generally, they are semicircular, cross-shaped, etc., and are not limited to grooves, but may also be pile-shaped recesses with the same cross-sectional shape as the grooves. The number of such grooves or piles to be installed is arbitrary, and is appropriately selected in consideration of the construction area of the paving material, the degree of slope, etc.
前記溝もしくは杭の断面形状のうち、矩形、台形、半円
形等の舗装面に対して垂直方向に穿たれた凹所であると
、引張り耐ら力が太き(好ましい。Among the cross-sectional shapes of the grooves or piles, a rectangular, trapezoidal, semicircular, etc. recess bored in a direction perpendicular to the paved surface has a large tensile strength (preferably).
また、第2図に示した如く、断面が正立合形状等下部で
広いj形状であると、木材の接合に使われる吸付鳩尾接
に類似の接合効果が得られ、舗装面に垂直方向及び斜め
方向の耐力をも増すことができるために、好ましい。In addition, as shown in Figure 2, if the cross section is a J-shape that is wider at the bottom, such as an upright shape, a joining effect similar to the suction dovetail joint used for joining wood can be obtained, and the This is preferable because the yield strength in the diagonal direction can also be increased.
凹所の設置方法は例えばコンクリート打設時に所望形状
の凹所を形成することのできる型材を配置し、コンクリ
ートが保形力金有するまで硬化した後に型材を抜取る方
法があシ、またコンクリートが既に硬化している場合は
、ドリル、コンクリートカッター、たがね、のみ等を用
いて刻設する方法がある。One way to install a recess is, for example, to place a mold that can form a recess in the desired shape when pouring concrete, and then remove the mold after the concrete has hardened to the point where it retains its shape. If it has already hardened, there is a method of carving it using a drill, concrete cutter, chisel, chisel, etc.
本発明で使用する舗装材としては、加硫ゴム等の既成彫
物を用いることもできるが、ポリウレタン樹脂系液状弾
性舗装材が一般的に好ましく、例エバ商品名エバーコー
ト、ニューファインコート(大和高分子工業(株)製)
笠の液状舗装材が好適である。この様な液状舗装材を用
いて本発明を実施するKあたっては、適宜形状及び数の
凹所全役所を設けたコンクリート下地材上に、舗装材を
流し込み注型して施工するのが一般的である。なお、図
にも示した如く舗装材による舗装面には適宜粗面仕上げ
等を施してもよい。As the paving material used in the present invention, ready-made carvings such as vulcanized rubber can be used, but polyurethane resin-based liquid elastic paving materials are generally preferred, such as Evercoat (trade names: Evercoat, New Fine Coat (Yamato High School)). Manufactured by Molecular Industry Co., Ltd.)
Kasa's liquid paving material is preferred. When carrying out the present invention using such a liquid paving material, the construction is generally carried out by pouring and casting the paving material onto a concrete base material that has all the recesses of an appropriate shape and number. It is true. Incidentally, as shown in the figure, the paved surface made of the paving material may be appropriately roughened or the like.
コンクIJ −ト下地材の施工は、常法により、例えば
祖師装面に砕石等全敷設した後、流し込み注型等の方法
で行なうことができる。あるいは工場生産に適した大き
さのコンクリート下地材を用いて、予め工場段階でコン
クリ−ト下地材と舗装材とを固着させたブロックを作製
してもよい。The construction of the concrete IJ-T base material can be carried out by a conventional method, for example, by pouring after laying all the crushed stone etc. on the Soshiso surface. Alternatively, a concrete base material of a size suitable for factory production may be used to prepare a block in which the concrete base material and the paving material are fixed in advance at the factory stage.
第1図及び第2図は、本発明の詳細な説明するための断
面図である。
■・・弾性舗装材、2・・・コンクリート下地材、3・
・・凹所。
第1図1 and 2 are sectional views for explaining the present invention in detail. ■...Elastic paving material, 2...Concrete base material, 3.
・Concavity. Figure 1
Claims (1)
ート又はセメントコンクリートの硬化物からなる下地材
に固着させるにあたり、予め前記下地材積固着表層γf
li分にボー又は複数の凹所を設け、この凹所にnil
記弾性舗装材が嵌合する様施工することを特徴とする弾
性舗装材の施工方法。When adhering the urethane resin-based elastic paving material to a base material made of a hardened asphalt concrete or cement concrete, the base material layer adhesion surface layer γf is preliminarily applied.
Provide a bow or multiple recesses in li, and set nil in this recess.
A method of constructing an elastic paving material, characterized in that the construction is performed so that the elastic paving material fits together.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1207484A JPS60159203A (en) | 1984-01-27 | 1984-01-27 | Construction of elastic paving material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1207484A JPS60159203A (en) | 1984-01-27 | 1984-01-27 | Construction of elastic paving material |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS60159203A true JPS60159203A (en) | 1985-08-20 |
Family
ID=11795439
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1207484A Pending JPS60159203A (en) | 1984-01-27 | 1984-01-27 | Construction of elastic paving material |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60159203A (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4973823A (en) * | 1972-11-21 | 1974-07-17 |
-
1984
- 1984-01-27 JP JP1207484A patent/JPS60159203A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4973823A (en) * | 1972-11-21 | 1974-07-17 |
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