JP2566509B2 - Roadbed to prevent freezing slip - Google Patents
Roadbed to prevent freezing slipInfo
- Publication number
- JP2566509B2 JP2566509B2 JP4287105A JP28710592A JP2566509B2 JP 2566509 B2 JP2566509 B2 JP 2566509B2 JP 4287105 A JP4287105 A JP 4287105A JP 28710592 A JP28710592 A JP 28710592A JP 2566509 B2 JP2566509 B2 JP 2566509B2
- Authority
- JP
- Japan
- Prior art keywords
- groove
- rubber body
- concrete board
- paragraph
- roadbed
- 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
Links
Landscapes
- Road Paving Structures (AREA)
Description
【0001】[0001]
【産業上の利用分野】この発明は路面に敷設する凍結ス
リップ防止用の道路盤体に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a roadbed body which is laid on a road surface to prevent freezing slip.
【0002】[0002]
【従来の技術】従来、スリップ防止のため道路の凍結を
阻止する方策として路面下にヒーターを埋設してロード
ヒーティングすることが行われている。2. Description of the Related Art Conventionally, as a measure for preventing roads from freezing in order to prevent slippage, a heater is buried under the road surface to perform road heating.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、ロード
ヒーティングは敷設費、維持管理費が嵩むほか、道路の
表面形成層がアスファルトの場合はロードヒーティング
の発生する高温度により軟弱化してアスファルトが損壊
しやすく、その結果埋設したロードヒーティング設備も
損傷してしまうというおそれがあり、また温度変化に強
いコンクリート盤の場合には一方で熱効率が非常に悪
く、膨大なエネルギーを要する割には期待した効果を挙
げられないという課題がある。またこれらの設備は人手
不足によって維持管理が困難であるという課題がある。However, in addition to the laying cost and maintenance cost of road heating, when the surface forming layer of the road is asphalt, it is weakened by the high temperature at which road heating occurs and the asphalt is damaged. It is easy to do so, and there is a risk that the embedded road heating equipment will also be damaged, and in the case of a concrete board that is resistant to temperature changes, on the other hand, the thermal efficiency is very poor, and it was expected that a huge amount of energy was required. There is a problem that it cannot be effective. There is also a problem that maintenance of these facilities is difficult due to lack of manpower.
【0004】[0004]
【課題を解決するための手段】本発明は道路構築用とし
て形成するコンクリート盤に間隔を置いて嵌込用溝を設
け、該嵌込用溝にゴム体を同一平面を形成するように嵌
込み、且つ該嵌込用溝の溝口部分に段落溝を設けて、該
段落溝にて前記ゴム体の上部周面を表出させるようにし
て、かかる課題を解決しようとするものである。According to the present invention, a concrete board formed for road construction is provided with fitting grooves at intervals, and a rubber body is fitted into the fitting groove so as to form the same plane. In addition, a paragraph groove is provided in the groove opening portion of the fitting groove, and the upper peripheral surface of the rubber body is exposed by the paragraph groove, and the problem is solved.
【0005】[0005]
【作用】本発明の凍結スリップ防止用の道路盤体は主に
寒冷地の道路に敷着して凍結した路面の氷を粉砕してス
リップを防止するのである。The roadbed body for preventing freezing and slipping of the present invention is mainly laid on a road in a cold region and crushes ice on a frozen road surface to prevent slipping.
【0006】コンクリート盤に間隔を置いて嵌付けする
ゴム体は上面をコンクリート盤の上面に揃えて同一平面
を形成するようにしたので、コンクリート盤を敷着して
道路を構成すると、コンクリート盤上とゴム体上が等し
く氷結し、この氷結は段落溝にて表出するゴム体の上部
が走行車輛の踏み圧によって弾力的に浮沈変形すること
により順次結氷を破砕してスリップを防止することとな
る。Since the rubber bodies to be fitted on the concrete board at intervals are arranged so that the upper surface is aligned with the upper surface of the concrete board to form the same plane, when the concrete board is laid to construct a road, And the icing on the rubber body are the same, and this icing is that the upper part of the rubber body that appears in the paragraph groove is elastically floated and deformed by the treading pressure of the traveling vehicle to sequentially crush the frost and prevent slipping. Become.
【0007】[0007]
【実施例】以下図面に基づいて実施例を説明する。An embodiment will be described below with reference to the drawings.
【0008】図1乃至図2は本発明の第1実施例を示す
もので、平面視正方形形に形成するコンクリート盤1の
平行端間に間隔を置いて側面視凸形をした嵌込用溝2を
設け、各嵌込用溝2にほぼ同形に形成するゴム体3を嵌
込んで、ゴム体3の上面をコンクリート盤1の上面に揃
えて同一平面を形成させる。FIGS. 1 and 2 show a first embodiment of the present invention. A fitting groove having a convex shape in a side view with a space provided between parallel ends of a concrete board 1 formed in a square shape in a plan view. 2 is provided, and a rubber body 3 having substantially the same shape is fitted in each fitting groove 2, and the upper surface of the rubber body 3 is aligned with the upper surface of the concrete board 1 to form the same plane.
【0009】4a,4bは嵌込用溝2の長手方向両側の
溝口の切欠による段落溝で、該段落溝4a,4bよりゴ
ム体3の上部周面を表出させる。5はゴム体3の上面中
間に設ける刳溝、6はゴム体3の長手方向中間に設ける
中空孔、7は同、拡幅底部に埋込みされる金属板、8
a,8bはコンクリート盤1中に配筋された鉄筋であ
る。Reference numerals 4a and 4b are paragraph grooves formed by notches in groove openings on both sides in the longitudinal direction of the fitting groove 2, and the upper peripheral surface of the rubber body 3 is exposed from the paragraph grooves 4a and 4b. 5 is a groove provided in the middle of the upper surface of the rubber body 3, 6 is a hollow hole provided in the middle of the rubber body 3 in the longitudinal direction, 7 is a metal plate embedded in the widened bottom portion, 8
Reference numerals a and 8b are reinforcing bars arranged in the concrete board 1.
【0010】このようにして形成するコンクリート盤1
を寒冷地の道路構築用として敷設すると寒冷によって同
一平面を形成するコンクリート盤1とゴム体3の上面に
連なって氷が張り、この氷は走行車輛がゴム体3を踏む
とゴム体3の上部は図3(a)に示すように段落溝4
a,4b内に膨出変形しながら弾力的に沈み且つ車輛の
通過により元位置に浮上して、その反複にてゴム体3上
の氷を粉々に破砕し、コンクリート盤1上の氷もゴム体
3上の氷の破砕につれて破砕されることとなる。因に図
3(b)はゴム体3の両側に段落溝4a,4bを形成し
ない場合を示すもので、ゴム体3は周囲全面をコンクリ
ート盤1により囲繞されて固められ且つ嵌込用溝2の溝
口の間口が狭いために、走行車輛が通過しても踏み圧は
およそコンクリート盤1が受け止めてしまってゴム体3
は浮沈変形することがなく、従って氷は破砕されないの
である。Concrete board 1 thus formed
When it is laid for road construction in cold regions, ice forms continuously on the upper surfaces of the concrete board 1 and the rubber body 3 that form the same plane due to cold, and this ice is the upper part of the rubber body 3 when the traveling vehicle steps on the rubber body 3. Is a groove 4 as shown in FIG.
a and 4b are swelled and deformed while being elastically sunk and levitated to the original position by the passage of a vehicle, and in the duplication thereof, the ice on the rubber body 3 is crushed into pieces, and the ice on the concrete board 1 is also rubber. As the ice on the body 3 is crushed, it is crushed. Incidentally, FIG. 3 (b) shows a case where the paragraph grooves 4a and 4b are not formed on both sides of the rubber body 3, and the rubber body 3 is surrounded by the concrete board 1 and hardened by the concrete board 1 and the fitting groove 2 is formed. Since the frontage of the groove is narrow, even if the traveling vehicle passes through it, the concrete board 1 receives the stepping pressure and the rubber body 3
The ice does not float, so the ice is not shattered.
【0011】図4乃至図5は本発明の第2実施例を示す
もので、コンクリート盤1に断面形を凸形とする円溝2
aを間隔を置いて多設し、各円溝2a内にほぼ同形に形
成する円形のゴム体3aを嵌込み、上面をコンクリート
盤1の上面に揃えるのである。FIGS. 4 to 5 show a second embodiment of the present invention, which is a circular groove 2 having a convex cross section on a concrete board 1.
Multiple a's are provided at intervals, and a circular rubber body 3a having substantially the same shape is fitted in each circular groove 2a, and the upper surface is aligned with the upper surface of the concrete board 1.
【0012】4cは円溝2aの溝口の切欠にてなる段落
円溝で、この部分よりゴム体3aの上部をコンクリート
盤1より表出させるのである。その他の構成と作用は第
1実施例と同じである。Reference numeral 4c is a paragraph circular groove formed by notching the groove opening of the circular groove 2a, and the upper portion of the rubber body 3a is exposed from the concrete board 1 from this portion. Other configurations and operations are the same as those in the first embodiment.
【0013】[0013]
【発明の効果】本発明は以上のようにして、寒冷地の道
路構築用として形成するコンクリート盤に同一平面を形
成するようにしてゴム体を嵌込み、且つ該ゴム体の上部
をコンクリート盤に設ける段落溝より表出させたから、
ゴム体の上部は走行車輛の踏み圧により弾力的に浮沈変
形して上面上の結氷を破砕し、つれてコンクリート盤上
の結氷も破砕することとなるから、走行車輛はコンクリ
ート盤との間で摩擦を維持してスリップを防止すること
ができるという効果を生ずる。As described above, according to the present invention, a rubber body is fitted to a concrete board formed for road construction in cold regions so as to form the same plane, and the upper portion of the rubber body is placed on the concrete board. Since it was exposed from the paragraph groove provided,
The upper part of the rubber body elastically floats and sinks due to the treading pressure of the traveling vehicle to crush the ice on the upper surface, and as a result, the ice on the concrete board is also crushed. The effect is that friction can be maintained and slip can be prevented.
【図1】 第1実施例を示す斜視図である。FIG. 1 is a perspective view showing a first embodiment.
【図2】 同、部分拡大断面図である。FIG. 2 is a partially enlarged sectional view of the same.
【図3】 (a)はゴム体の浮沈変形状態を示す作用例
図、(b)は段落溝を設けない場合の図である。FIG. 3 (a) is an operation example diagram showing a floating / sinking deformation state of a rubber body, and FIG. 3 (b) is a diagram in the case where a paragraph groove is not provided.
【図4】 第2実施例を示す斜視図である。FIG. 4 is a perspective view showing a second embodiment.
【図5】 同、部分拡大断面図である。FIG. 5 is a partially enlarged sectional view of the same.
1はコンクリート盤 2は嵌込用溝 2aは嵌込用溝 3はゴム体 3aはゴム体 4a,4bは段落溝 4cは段落円溝 5は刳溝 6は中空孔 7は金属板 8a,8bは鉄筋 1 is a concrete board 2 is a groove for fitting 2a is a groove for fitting 3 is a rubber body 3a is a rubber body 4a, 4b is a paragraph groove 4c is a paragraph circular groove 5 is a hollow groove 6 is a hollow hole 7 is a metal plate 8a, 8b Is rebar
───────────────────────────────────────────────────── フロントページの続き (72)発明者 山口 一郎 北海道小樽市奥沢4丁目26番1号 株式 会社ミツウマ内 (56)参考文献 実公 昭40−22916(JP,Y1) ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Ichiro Yamaguchi 4-26-1 Okusawa, Otaru-shi, Hokkaido Mitsuuma Co., Ltd. (56) Bibliographic references Sho 40-22916 (JP, Y1)
Claims (1)
を設け、該嵌込用溝にゴム体を同一平面を形成するよう
に嵌込み、且つ該嵌込用溝の溝口部分に段落溝を設け
て、該段落溝にて前記ゴム体の上部周面を表出させたこ
とを特徴とする凍結スリップ防止用の道路盤体。1. A concrete board is provided with fitting grooves at intervals, a rubber body is fitted into the fitting groove so as to form the same plane, and a paragraph groove is formed at a groove opening portion of the fitting groove. Is provided, and the upper peripheral surface of the rubber body is exposed in the paragraph groove, and a roadbed body for preventing freezing slip.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4287105A JP2566509B2 (en) | 1992-10-02 | 1992-10-02 | Roadbed to prevent freezing slip |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4287105A JP2566509B2 (en) | 1992-10-02 | 1992-10-02 | Roadbed to prevent freezing slip |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH06116907A JPH06116907A (en) | 1994-04-26 |
| JP2566509B2 true JP2566509B2 (en) | 1996-12-25 |
Family
ID=17713131
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4287105A Expired - Fee Related JP2566509B2 (en) | 1992-10-02 | 1992-10-02 | Roadbed to prevent freezing slip |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2566509B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4671124B2 (en) * | 2006-01-26 | 2011-04-13 | 日本軽金属株式会社 | Block for preventing road surface freezing and method for manufacturing the same |
-
1992
- 1992-10-02 JP JP4287105A patent/JP2566509B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH06116907A (en) | 1994-04-26 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| LAPS | Cancellation because of no payment of annual fees |