JPH0128085Y2 - - Google Patents

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Publication number
JPH0128085Y2
JPH0128085Y2 JP2449384U JP2449384U JPH0128085Y2 JP H0128085 Y2 JPH0128085 Y2 JP H0128085Y2 JP 2449384 U JP2449384 U JP 2449384U JP 2449384 U JP2449384 U JP 2449384U JP H0128085 Y2 JPH0128085 Y2 JP H0128085Y2
Authority
JP
Japan
Prior art keywords
surface layer
roadbed
granules
snow
heating medium
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
Application number
JP2449384U
Other languages
Japanese (ja)
Other versions
JPS60139805U (en
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 filed Critical
Priority to JP2449384U priority Critical patent/JPS60139805U/en
Publication of JPS60139805U publication Critical patent/JPS60139805U/en
Application granted granted Critical
Publication of JPH0128085Y2 publication Critical patent/JPH0128085Y2/ja
Granted legal-status Critical Current

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  • Road Paving Structures (AREA)
  • Cleaning Of Streets, Tracks, Or Beaches (AREA)

Description

【考案の詳細な説明】 (技術分野) 本考案は道路構造に関し、特に、積雪が不可避
の或いは積雪が予想される地域の車道に好適な道
路構造に関する。
[Detailed Description of the Invention] (Technical Field) The present invention relates to a road structure, and particularly to a road structure suitable for roadways in areas where snowfall is unavoidable or snowfall is expected.

(従来技術) 従来、車道の除雪のために、かき寄せた雪を遠
方へ吹き飛ばすことができる除雪車が使用されて
いる。しかし、立体交差する道路、特に陸橋側の
道路の除雪の際には、除雪車によつて吹き飛ばさ
れた雪が前記陸橋の下側を通る道路上に降りかか
り、また、建物が密集する区域における道路の除
雪の際には、雪が建物に降りかかるという不都合
があつた。さらに、高速道路の除雪に際しては道
路の両側に配置される遮音板が障害となつて雪を
吹き飛ばすことができないことがあつた。
(Prior Art) Conventionally, snowplows have been used to remove snow from roadways, which can blow the collected snow away. However, when removing snow from roads with grade-separated intersections, especially roads on the side of overpasses, the snow blown away by snowplows falls on the roads that pass under the overpasses. During snow removal, there was the inconvenience of snow falling on buildings. Furthermore, when removing snow from expressways, the sound insulating plates placed on both sides of the road sometimes become an obstacle, making it impossible to blow away the snow.

このような除雪車の使用による弊害を解消する
ものとして、水または温水を路面に流して消雪す
るようにした道路がある。しかし、消雪後、水や
温水の供給を停止すると路面に残る前記水や温水
が路面上で凍結するという問題がある。
In order to eliminate the adverse effects caused by the use of snowplows, there are roads in which snow is melted by pouring water or hot water onto the road surface. However, if the supply of water or hot water is stopped after the snow melts, there is a problem that the water or hot water remaining on the road surface may freeze on the road surface.

(目的) したがつて、本考案の目的は前記した従来の問
題を解消することにある。
(Purpose) Therefore, the purpose of the present invention is to solve the above-mentioned conventional problems.

(構成) 本考案に係る道路構造は、路盤と、該路盤上に
配置された表層と、前記路盤と前記表層との間ま
たは前記表層中に設けられた、加熱媒体の通路も
しくは配置空間または発熱体とを含み、前記表層
が弾性材料の多数の粒状物が連続した空隙をおい
て結合されて成ることを特徴とする。
(Structure) The road structure according to the present invention includes a roadbed, a surface layer disposed on the roadbed, and a passage or a space for a heating medium or a heat generating space provided between the roadbed and the surface layer or in the surface layer. The surface layer is comprised of a large number of particles of elastic material bonded with continuous gaps.

(効果) 本考案によれば、表層を構成する弾性材料の多
数の粒状物が連続した空隙をおいて結合されてい
ることから、加熱媒体または発熱体から発散され
る熱、または流動性を有する加熱媒体の場合はそ
れ自体が、前記空隙を介して表層の表面すなわち
路面に導かれる。これにより、表層上に積もつた
雪を融かすことができる。
(Effects) According to the present invention, the large number of granules of the elastic material constituting the surface layer are bonded with continuous gaps, so that the heat dissipated from the heating medium or the heating element or the fluidity is generated. In the case of the heating medium, it is guided to the surface of the surface layer, that is, the road surface, through the gap. This allows snow that has accumulated on the surface to melt.

また、弾性材料間の前記空隙を雪融け水の排水
路として利用することができるため、路面の凍結
の原因となる雪融け水の速やかな除去を可能とす
る。さらに前記多数の粒状物は前記空隙を移動す
る熱または加熱媒体によつて加熱されることか
ら、暖められた粒状物の熱により、雪融け水の排
除の間、路面の凍結を阻止することができる。さ
らに、たとえ路面の凍結が生じたとしても、前記
空隙が表層の表面に開口していることから、表層
上を車両が通過するときに前記粒状物が弾性変形
することによつて凍結層が粉砕される。
Furthermore, since the voids between the elastic materials can be used as drainage channels for melted snow, it is possible to quickly remove melted snow that causes road surfaces to freeze. Furthermore, since the large number of particles is heated by the heat or heating medium moving through the voids, the heat of the heated particles can prevent the road surface from freezing while the melted snow water is being removed. can. Furthermore, even if the road surface freezes, since the voids are open to the surface of the surface layer, the frozen layer is crushed by the elastic deformation of the granules when the vehicle passes over the surface layer. be done.

(実施例) 本考案が特徴とするところは、図示の実施例に
ついての以下の説明により、さらに明らかとなろ
う。
(Embodiments) The features of the present invention will become clearer from the following description of the illustrated embodiments.

本考案に係る道路構造は、第1図ないし第3図
に示すように、路床10上に形成されたスラブの
ような硬質の路盤12および該路盤上に配置され
た表層14とを含む。図示の道路構造は通常の車
道に適用されているが、例えば立体交差の道路で
は路床10が設けられないで陸橋の構造部材に直
接に路盤12が配置されることがある。
As shown in FIGS. 1 to 3, the road structure according to the present invention includes a hard roadbed 12 such as a slab formed on a roadbed 10 and a surface layer 14 disposed on the roadbed. Although the illustrated road structure is applied to a normal roadway, for example, on a road with a grade-separated intersection, the roadbed 10 may not be provided and the roadbed 12 may be placed directly on a structural member of an overpass.

前記表層は、ゴムチツプ、コルクチツプのよう
な弾性材料の多数の粒状物16とこれらの粒状物
を接着するために必要な最小限度の量の常温硬化
性樹脂とから成り、多数の粒状物16は、後述の
流動性加熱媒体あるいは熱伝導媒体となる空気の
流動を可とし、また粒状物16が個々に弾性変形
を可とするように、粒状物16間に連続する空隙
18をおいて接着結合されている。表層14の表
面すなわち路面は多数の粒状物16で凹凸をなし
ている。表層14はこれを構成する粒状物16の
粒度、硬度等を適当に選択して形成される。
The surface layer consists of a large number of granules 16 of an elastic material such as rubber chips or cork chips, and a minimum amount of cold-setting resin necessary to bond these granules, and the large number of granules 16 include: The granules 16 are adhesively bonded with continuous gaps 18 between them to allow air to flow as a fluid heating medium or heat conduction medium, which will be described later, and to allow individual granules 16 to be elastically deformed. ing. The surface of the surface layer 14, that is, the road surface, is uneven with a large number of particles 16. The surface layer 14 is formed by appropriately selecting the particle size, hardness, etc. of the granules 16 constituting the surface layer.

路盤12と表層14との間には、温水、温風、
蒸気等の流動性を有する加熱媒体の通路20が設
けられている。第1図に示す通路20は、下方の
過半が路盤12に埋め込まれた管22で規定され
ている。管22には上方へ向けて開口する複数の
孔22aが長手方向に間隔をおいて設けられてお
り、加圧された前記加熱媒体が管22内を流動す
るとき、該加熱媒体が複数の孔22aから表層1
4に向けて噴出し、粒状物16間の空隙18を経
て路面に達する。路面に到達した加熱媒体によ
り、表層14上に積もつた雪を融かすことができ
る。
Between the roadbed 12 and the surface layer 14, hot water, warm air,
A passage 20 for a fluid heating medium such as steam is provided. The passage 20 shown in FIG. 1 is defined by a tube 22 embedded in the roadbed 12 for the majority of its lower portion. A plurality of holes 22a opening upward are provided in the tube 22 at intervals in the longitudinal direction, and when the pressurized heating medium flows inside the tube 22, the heating medium passes through the plurality of holes. From 22a to surface layer 1
4, and reaches the road surface through gaps 18 between particles 16. The heating medium that reaches the road surface can melt the snow accumulated on the surface layer 14.

ところで、加熱媒体の供給中、雪解け水は例え
ば路肩に設けられた溝(図示せず)から排水する
ことができる。しかし、消雪を終えて前記加熱媒
体の供給を停止した後は、路面の凍結を防止する
ために路面に残る水をできる限り早く除くことが
必要である。
By the way, while the heating medium is being supplied, melted snow water can be drained from, for example, a groove (not shown) provided on the shoulder of the road. However, after the snow has been melted and the supply of the heating medium has been stopped, it is necessary to remove the water remaining on the road surface as soon as possible to prevent the road surface from freezing.

本考案においては、路面に残る水は前記空隙1
8を経て路盤12へ向けて流れるため、迅速な排
水が可能となる。この排水のために、例えば、第
1図に鎖線で示すように、上方に開放する排水溝
24を路盤12に設けてもよい。
In the present invention, the water remaining on the road surface is
8 and flows toward the roadbed 12, allowing rapid drainage. For this drainage, for example, as shown by the chain line in FIG. 1, a drainage groove 24 that opens upward may be provided in the roadbed 12.

また、粒状物16は、前記加熱媒体が空隙18
を流通するときに加熱されることとなるため、外
気の温度が非常に低い場合にあつても、雪融け水
の排除の間、粒状物が有する熱により路面に残る
水の凍結を遅くする。これにより、前記水のほぼ
完全な排出が可能となる。また、路面における粒
状物16の表面を濡らす水分が凍つても、路面上
を車両が通過するときに個々の粒状物が弾性変形
することによつて薄氷が粉砕される。
In addition, the granules 16 are arranged so that the heating medium is in the voids 18.
During the removal of melted snow water, the heat contained in the granules slows down the freezing of the water remaining on the road surface, even when the outside air temperature is very low. This allows almost complete drainage of said water. Further, even if the water that wets the surface of the granular material 16 on the road surface freezes, the thin ice is crushed by elastic deformation of each granular material when the vehicle passes over the road surface.

前記加熱媒体は、さらに、常温の水とすること
もできる。外気温度が著しく低いとき、前記水の
温度は前記外気温度に対して相対的に高いものと
なる。したがつて、また、前記水は、その流動時
に、空隙18に侵入した前記外気によつて冷やさ
れた粒状物16を加温することとなる。
The heating medium can also be water at room temperature. When the outside air temperature is extremely low, the temperature of the water will be high relative to the outside air temperature. Therefore, when the water flows, it also warms the granules 16 that have been cooled by the outside air that has entered the voids 18.

なお、車両がスパイクタイヤを装着している場
合、路面がアスフアルトあるいはコンクリートで
構成されている道路では、削り取られたアスフア
ルトやコンクリートの粉塵が人体に悪影響を及ぼ
すことが指摘されている。しかし、本考案の道路
構造によれば、スパイクが粒状物16を押圧する
とき、該粒状物が空隙18に沈み込みつつ弾性変
形をするため、粒状物がスパイクによつて削り取
られることはなく、前記のような粉塵は生じな
い。
It has been pointed out that when a vehicle is equipped with spiked tires and the road surface is made of asphalt or concrete, the scraped asphalt or concrete dust may have a negative effect on the human body. However, according to the road structure of the present invention, when the spikes press the granules 16, the granules sink into the voids 18 and undergo elastic deformation, so the granules are not scraped off by the spikes. No dust is generated as mentioned above.

前記通路20は、管22を配置することに代え
て、第2図に示すように、単に表層14を構成す
る多数の粒状物によつて規定してもよい。また、
第3図に示すように、路盤12に前記排水溝24
と同様の複数の溝26を形成しかつ該溝を板部材
28で覆うことにより前記加熱媒体の通路20と
してもよい。この例では、長手方向に間隔をおい
て前記孔22aと同様の孔28aが板部材28に
設けられている。さらに、溝26を板部材28で
覆うことなく、該溝内に前記のような管を配置し
てもよい(図示せず)。
Instead of arranging the tubes 22, the passages 20 may simply be defined by a number of particles forming the surface layer 14, as shown in FIG. Also,
As shown in FIG.
The passage 20 for the heating medium may be formed by forming a plurality of grooves 26 similar to the above and covering the grooves with a plate member 28. In this example, holes 28a similar to the holes 22a are provided in the plate member 28 at intervals in the longitudinal direction. Furthermore, a tube as described above may be placed within the groove 26 without covering it with the plate member 28 (not shown).

前記加熱媒体は非流動性のもの、例えば熱伝導
性の良好な金属塊(図示せず)としてもよく、こ
の場合には、表層14中または該表層と路盤12
との間に前記金属塊の配置空間(図示せず)を設
け、かつ該金属塊を適当な手段を用いて加熱す
る。また、第4図に示すように、表層14と路盤
12との間に電熱線30を配置してもよい。
The heating medium may be non-flowing, for example, a metal block (not shown) with good thermal conductivity, and in this case, the heating medium may be formed in the surface layer 14 or between the surface layer and the roadbed 12.
A space (not shown) for arranging the metal lump is provided between the metal lump and the metal lump, and the metal lump is heated using an appropriate means. Further, as shown in FIG. 4, heating wires 30 may be arranged between the surface layer 14 and the roadbed 12.

前記非流動性のものあるいは電熱線30のよう
な発熱体を含む道路においては、これらから発散
される熱が前記空隙18を空気伝導し、表層14
上の雪を融かす。その間、雪融け水は少しずつ空
隙18を伝つて路盤12に到達するため、前記非
流動性のものを加熱する手段および電熱線30
は、空隙18を流下する前記水に完全に冷却され
ないだけの熱量を発生することができるものであ
る必要がある。また、個々の粒状物16は、前記
したと同様に加熱される。
In roads that include non-flowing materials or heating elements such as heating wires 30, the heat emitted from them is conducted through the air gap 18, and the surface layer 14
Melt the snow on top. During this time, the melted snow water gradually passes through the gaps 18 and reaches the roadbed 12, so the means for heating the non-flowing material and the heating wire 30
must be able to generate enough heat to not be completely cooled by the water flowing down the gap 18. Further, the individual granules 16 are heated in the same manner as described above.

表層14は、多数の粒状物と前記接着剤との混
合物を路盤12上に敷き均して行なう現場施工、
あるいは、前記混合物を加熱および加圧して板状
に成形する工場生産のいづれによつても形成する
ことができる。
The surface layer 14 is constructed on-site by spreading a mixture of a large number of granules and the adhesive on the roadbed 12, and
Alternatively, it can be formed by factory production in which the mixture is heated and pressurized to form it into a plate shape.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図、第2図、第3図および第4図は、それ
ぞれ、本考案に係る道路構造を示す横断面図であ
る。 12:路盤、14:表層、16:粒状物、1
8:空隙、20:通路、22:管、30:電熱
線。
FIG. 1, FIG. 2, FIG. 3, and FIG. 4 are cross-sectional views showing the road structure according to the present invention, respectively. 12: Roadbed, 14: Surface layer, 16: Granules, 1
8: void, 20: passage, 22: tube, 30: heating wire.

Claims (1)

【実用新案登録請求の範囲】 (1) 路盤と、該路盤上に配置された表層と、前記
路盤と前記表層との間または前記表層中に設け
られた、加熱媒体の通路もしくは配置空間また
は発熱体とを含み、前記表層は弾性材料の多数
の粒状物が連続した空隙をおいて結合されて成
る、道路構造。 (2) 前記発熱体は複数の電熱線から成る、実用新
案登録請求の範囲第1項の道路構造。 (3) 前記通路は、上方へ向けて開口する複数の孔
を有する管により規定されている、実用新案登
録請求の範囲第1項の道路構造。 (4) 前記加熱媒体の通路もしくは配置空間は、前
記多数の粒状物により規定されている、実用新
案登録請求の範囲第1項の道路構造。
[Claims for Utility Model Registration] (1) A roadbed, a surface layer disposed on the roadbed, and a passage or space for heating medium or heat generation provided between the roadbed and the surface layer or in the surface layer. 1. A road structure comprising a body, the surface layer comprising a plurality of particles of an elastic material bonded with continuous gaps. (2) The road structure according to claim 1 of the utility model registration claim, wherein the heating element is composed of a plurality of heating wires. (3) The road structure according to claim 1, wherein the passage is defined by a tube having a plurality of holes opening upward. (4) The road structure according to claim 1 of the utility model registration claim, wherein the heating medium passage or arrangement space is defined by the plurality of granules.
JP2449384U 1984-02-24 1984-02-24 road structure Granted JPS60139805U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2449384U JPS60139805U (en) 1984-02-24 1984-02-24 road structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2449384U JPS60139805U (en) 1984-02-24 1984-02-24 road structure

Publications (2)

Publication Number Publication Date
JPS60139805U JPS60139805U (en) 1985-09-17
JPH0128085Y2 true JPH0128085Y2 (en) 1989-08-28

Family

ID=30518690

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2449384U Granted JPS60139805U (en) 1984-02-24 1984-02-24 road structure

Country Status (1)

Country Link
JP (1) JPS60139805U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6609206B2 (en) * 2016-03-15 2019-11-20 積水化学工業株式会社 Ground surface temperature control structure and its construction method

Also Published As

Publication number Publication date
JPS60139805U (en) 1985-09-17

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