JPH07166508A - Thawing pavement material - Google Patents

Thawing pavement material

Info

Publication number
JPH07166508A
JPH07166508A JP34183393A JP34183393A JPH07166508A JP H07166508 A JPH07166508 A JP H07166508A JP 34183393 A JP34183393 A JP 34183393A JP 34183393 A JP34183393 A JP 34183393A JP H07166508 A JPH07166508 A JP H07166508A
Authority
JP
Japan
Prior art keywords
pavement material
pavement
material layer
water
layer
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
Application number
JP34183393A
Other languages
Japanese (ja)
Inventor
Noriaki Hitomi
則明 人見
Kazutoshi Iwasaki
和資 岩崎
Yoshio Hirayama
善男 平山
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 JP34183393A priority Critical patent/JPH07166508A/en
Publication of JPH07166508A publication Critical patent/JPH07166508A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To obtain a thawing pavement material which is water-permeable and improves the heat transfer to efficiently transfer the heat of a heater to the pavement material and effectively thaws out snow and drain the generated water downward through the pavement material. CONSTITUTION:A thawing pavement material is composed of lower and upper pavement layers 3, 8 in which granular aggregates 4, 11 are bound by a binder 5 so as to leave voids 6, 13 among the aggregates 4, 11, and a plane heater 7 between these lower and upper pavement layers 3, 8. Metallic chips 12 having a high thermal conductivity are mixed in the upper pavement layer 8 to efficiently transfer the heat of plane heater 7 to the upper pavement layer 8.

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、降雪地域における舗
装材に関し、特に詳しく言うと、熱により舗装材に積も
った雪を融解するようにした融雪舗装材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pavement material in a snowfall area, and more particularly to a snow melting pavement material for melting snow accumulated on the pavement material by heat.

【0002】[0002]

【従来の技術】積雪地域において、積雪は通行の障害と
なるばかりでなく、人や車のスリップ事故の原因となる
ため、除雪は不可欠な作業である。従来は車道において
は除雪車により除雪し、歩道は手で除雪していたが、近
来は降雪時には車道や歩道に常時水を散布して雪を舗装
材の表層部で融解し、水や融雪を側溝等に排水するよう
にした融雪道路も各地に実施されている。融雪手段とし
ては、舗装材上に水を常時流して雪を溶かしたり、温水
パイプ等の加熱手段を舗装材中に埋め込み、その熱で雪
を溶かすことが行われている。
2. Description of the Related Art In a snowy area, snowfall is an indispensable work because it not only obstructs traffic but also causes slip accidents of people and vehicles. In the past, snow was removed by snow plows on roadways and snow was manually removed on sidewalks.However, when snowfall recently, water is always sprayed on roadways and sidewalks to melt the snow on the surface of the pavement material, and to remove water and snowmelt. Snow melting roads that drain water to gutters are also being implemented in various places. As snow melting means, water is constantly flown over the pavement material to melt the snow, or heating means such as a hot water pipe is embedded in the pavement material to melt the snow.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、このよ
うな融雪道路においては舗装材表面には水膜が張り、人
の歩行時や車の走行時にはこの水を跳ねあげたり、舗装
材の不陸による水溜りができて、通行の支障となること
がある。また、加熱手段を舗装材中に埋め込む方式で
は、その上部に熱伝達の低い舗装材が位置するため、舗
装材が暖まり難く熱の有効利用が行われない欠点があ
る。
However, on such a snow-melting road, a water film is formed on the surface of the pavement material, and when the person walks or the vehicle runs, the water is splashed up or the pavement material becomes unsteady. There may be water pools, which may obstruct traffic. In addition, the method of embedding the heating means in the pavement material has a drawback that the pavement material having low heat transfer is located above the pavement material, so that the pavement material is hard to warm and effective use of heat cannot be performed.

【0004】そこでこの発明の目的は、舗装材そのもの
を透水性にして、融雪により発生する水を舗装材を通っ
て下方に排水するようにして、水膜や水溜りの発生を防
止するとともに、融雪のための加熱手段を埋め込んでも
その熱伝達を向上させて熱を有効利用するようにした融
雪舗装材を提供することである。
Therefore, an object of the present invention is to make the pavement itself water-permeable so that water generated by snow melting is drained downward through the pavement to prevent the formation of water films and water pools. It is an object of the present invention to provide a snow melting pavement material in which the heat transfer is improved and heat is effectively used even if a heating means for snow melting is embedded.

【0005】[0005]

【課題を解決するための手段】この発明の融雪舗装材
は、粒状の骨材をそれらの間に空隙を有するように固着
した舗装材層と、この舗装材層中に埋込まれた発熱手段
とを有し、舗装材層の内発熱手段の上に位置する舗装材
層には熱伝導率の良い金属材料を混入している。
The snow melting pavement material of the present invention comprises a pavement material layer in which granular aggregates are fixed so as to have voids between them, and a heating means embedded in the pavement material layer. And a metal material having good thermal conductivity is mixed in the pavement material layer located above the heat generating means in the pavement material layer.

【0006】この場合、舗装材層は、粗骨材を合成樹脂
で粗骨材間に空隙を有するようにバインドした樹脂モル
タルで構成し、金属材料は粗骨材の平均直径以下の大き
さに構成してもよい。また、金属材料は粗骨材に対しそ
の重量比が1/300〜1/30にすることが好ましい
In this case, the pavement layer is made of resin mortar in which coarse aggregate is bound with synthetic resin so as to have voids between the coarse aggregates, and the metal material is smaller than the average diameter of the coarse aggregate. You may comprise. The weight ratio of the metal material to the coarse aggregate is preferably 1/300 to 1/30.

【0007】[0007]

【作用】加熱手段の上方に位置する舗装材には、熱伝導
率の良い金属材料が混入されているので、加熱手段によ
る熱は舗装材の上方に効率良く伝達され、上方の舗装材
を暖めることができ、舗装材の表面に降った雪はその熱
で溶かされる。舗装材層の骨材は空隙を有するように固
着されているので、ポーラスな仕上とすることができ、
降雪を舗装材層の内部でも融解することができる。ま
た、融雪により生じた水は舗装材層の内部を通って下方
に排水されるので、舗装材層の表面に水の膜を成形した
り、舗装材層に不陸があっても水溜りができることはな
く、水跳ねや水溜りの発生を防ぐことができる。
Since the metal material having a high thermal conductivity is mixed in the pavement material located above the heating means, the heat generated by the heating means is efficiently transmitted to the upper side of the pavement material to warm the upper pavement material. The snow that falls on the surface of the pavement is melted by the heat. Since the aggregate of the paving material layer is fixed so as to have voids, it is possible to make a porous finish,
Snow can also be melted inside the pavement layer. In addition, the water generated by snow melting is drained downward through the inside of the pavement layer, so a water film may be formed on the surface of the pavement layer, or even if the pavement layer is uneven There is nothing that can be done, and water splashes and water pools can be prevented.

【0008】この場合、舗装材層は、粗骨材を合成樹脂
で粗骨材間に空隙を有するようにバインドした樹脂モル
タルで構成することにより、舗装材に強度を持たせるこ
とができ、金属材料の大きさを粗骨材の平均直径以下に
することにより金属材料の混在が目立たなくなり、また
仕上りもきれいになる等の効果がある。更に、金属材料
は粗骨材に対しその重量比を1/300〜1/30にす
ることで熱伝達の向上を計ることができる。
In this case, the pavement material layer is made of resin mortar in which the coarse aggregate is bound with a synthetic resin so as to have voids between the coarse aggregates, whereby the pavement material can be made to have strength. By setting the size of the material to be equal to or less than the average diameter of the coarse aggregate, it is possible to make the mixing of the metal material inconspicuous and to make the finish clean. Furthermore, the heat transfer can be improved by setting the weight ratio of the metal material to the coarse aggregate to 1/300 to 1/30.

【0009】[0009]

【実施例】以下、この発明の融雪舗装材の一実施例を図
面について説明すると、基盤層1上には従来の舗装と同
様に、砕石、土壌、コンクリートあるいはアスファルト
コンクリート等で構成された下地層2が設けられてお
り、この下地層2上には透水性のある下部舗装材層3が
所定の厚さに設けられている。この下部舗装材層3は、
砂や小石あるいは砕岩等で構成され、粒径が0.8〜1
0mmの粗骨材4を、ポリウレタン樹脂やエポキシ樹脂
等のバインダー5でこれら粗骨材4間に空隙6を有する
ように固着した樹脂モルタルや樹脂コンクリートあるい
は粗粒アスファルトコンクリートや開粒アスファルトコ
ンクリートで構成されている。空隙6はその一部が隣接
する空隙6に連接するように形成される。下部舗装材層
3上には、例えば特開平3−25881号公報に見られ
るような通電により発熱する面状発熱体で構成された帯
状の面発熱体7が適当な間隔をおいてかつ発熱面を上に
して複数設けられている。これら面発熱体7は、道路や
歩道あるいは遊歩道の幅方向に延在するように配置す
る。これら面発熱体7上には、下部舗装材層3と同様に
透水性のある上部舗装材層8が設けられ、上部舗装材層
8の上面を平滑に均して路面9を形成している。上部舗
装材層8は、粒径が0.8〜10mmの天然石やセラミ
ックボール等の粗骨材11と、鉄、銅、ステンレススチ
ールあるいはアルミニウムのような熱伝導率が良好な金
属の切削屑である金属片12の混合物を粗骨材11間に
空隙13を有するようにバインダー5で固着した樹脂モ
ルタルで構成されている。金属片12は粗骨材11の平
均粒径より短い長さの細片が用いられる。なお、図面に
おいては金属片12は誇張して図示している。上部舗装
材層8の層厚は下部舗装材層3の層厚より薄くなってい
る。
EXAMPLE An example of a snow melting pavement material according to the present invention will be described below with reference to the drawings. On the base layer 1, an underlayer composed of crushed stone, soil, concrete, asphalt concrete or the like as in the conventional pavement. 2 is provided, and a water-permeable lower pavement material layer 3 is provided on the base layer 2 with a predetermined thickness. This lower pavement material layer 3 is
It is composed of sand, pebbles, or crushed rock, and has a grain size of 0.8-1.
Composed of resin mortar, resin concrete, coarse-grained asphalt concrete, or open-grained asphalt concrete in which 0 mm of coarse aggregate 4 is fixed with binder 5 such as polyurethane resin or epoxy resin so as to have voids 6 between these coarse aggregates 4. Has been done. The void 6 is formed so that a part thereof is connected to the adjacent void 6. On the lower pavement material layer 3, for example, strip-shaped surface heating elements 7 composed of sheet heating elements that generate heat when energized as seen in Japanese Patent Laid-Open No. 3-25881 are arranged at appropriate intervals and have a heating surface. Are provided with the above on. These surface heating elements 7 are arranged so as to extend in the width direction of the road, sidewalk, or promenade. A water-permeable upper pavement material layer 8 is provided on these surface heating elements 7 similarly to the lower pavement material layer 3, and the upper surface of the upper pavement material layer 8 is smoothed to form a road surface 9. . The upper pavement material layer 8 is composed of coarse aggregate 11 such as natural stone or ceramic balls having a particle size of 0.8 to 10 mm, and metal cutting waste such as iron, copper, stainless steel, or aluminum having good thermal conductivity. It is composed of a resin mortar in which a mixture of certain metal pieces 12 is fixed by a binder 5 so as to have voids 13 between the coarse aggregates 11. As the metal piece 12, a fine piece having a length shorter than the average particle diameter of the coarse aggregate 11 is used. The metal piece 12 is exaggerated in the drawings. The layer thickness of the upper pavement material layer 8 is smaller than the layer thickness of the lower pavement material layer 3.

【0010】このように構成された融雪舗装材は、降雪
時に面発熱体7に通電することにより、面発熱体7は発
熱し、その熱は金属片12を含む上部舗装材層8にまん
べんなく行き渡り、熱伝達率が低い下部舗装材層3より
高い温度に暖めることができる。これにより、上部舗装
材層8の路面9に降った雪は、融解されて水となり空隙
6を通って下部舗装材層3に流れていく。下部舗装材層
3にも空隙6が形成されているので、水は更に下降して
下地層2の表面に流れて行く。ここで下地層2を透水性
にしておけば、水は基盤層1に吸収させることができ、
下地層2を非透水性にした場合にはこの下地層2の側部
に側溝等を設けておき、下地層2の表面を流れた水を排
水するようにすればよい。いずれにしても、水が面発熱
体7の付近に止まることはないので、漏電等の危険性は
排除することができる。下部舗装材層3も面発熱体7に
よりある程度は暖められるので、溶水が下部舗装材層3
内で凍結することはない。また、面発熱体7は安価であ
り、その施工も下部舗装材層3上に所定の間隔をおいて
配置し、各面発熱体7を電源に接続するだけよく、施工
時間の少なくて済む。更に電源電圧の調整により熱量を
調整することもできるので、外気温の変動や風当たりの
強弱等環境変化に即応した制御を行うこともできる。
In the snow melting pavement material thus constructed, the surface heating element 7 generates heat by energizing the surface heating element 7 during snowfall, and the heat is evenly distributed to the upper pavement material layer 8 including the metal pieces 12. It can be heated to a temperature higher than that of the lower pavement material layer 3 having a low heat transfer coefficient. As a result, the snow that has fallen on the road surface 9 of the upper pavement material layer 8 is melted into water and flows through the voids 6 to the lower pavement material layer 3. Since the voids 6 are also formed in the lower paving material layer 3, the water further descends and flows to the surface of the underlayer 2. If the base layer 2 is made water-permeable, water can be absorbed by the base layer 1,
When the underlayer 2 is made water impermeable, a side groove or the like may be provided on a side portion of the underlayer 2 so that water flowing on the surface of the underlayer 2 is drained. In any case, since water does not stop near the surface heating element 7, the risk of electric leakage can be eliminated. Since the lower pavement material layer 3 is also warmed to some extent by the surface heating element 7, the molten water is melted by the lower pavement material layer 3
It does not freeze inside. Further, the surface heating element 7 is inexpensive, and the construction can be performed by disposing the surface heating element 7 on the lower pavement material layer 3 at a predetermined interval and connecting each surface heating element 7 to a power source. Furthermore, since the amount of heat can be adjusted by adjusting the power supply voltage, it is possible to perform control that immediately responds to environmental changes such as fluctuations in the outside air temperature and wind strength.

【0011】なお、金属片12は粗骨材11内で目立
ち、美観上好ましくないが、金属片12を粗骨材11の
平均粒径より短い長さの細片にすることにより、金属片
12の混在が目立たなくなる。さらに、金属片12の長
さを長くすると、施工時の金鏝仕上げを行う際、金属片
12が立上ってしまい、表面にひげ状に露出する可能性
があるが、これを防止することもできる。
Although the metal piece 12 is conspicuous in the coarse aggregate 11 and is not aesthetically pleasing, the metal piece 12 is formed into a fine piece having a length shorter than the average particle size of the coarse aggregate 11. The mixture of is not noticeable. Furthermore, if the length of the metal piece 12 is increased, the metal piece 12 may rise up and be exposed like a whiskers on the surface when performing the metal trowel finishing at the time of construction, but prevent this. You can also

【0012】また、幅の広い面発熱体7を使用する場合
には、面発熱体7に適当な間隔をおいて貫通孔を設け
て、これら貫通孔から下方に排水するようにしてもよ
い。更に、上述実施例では、加熱手段として面発熱体を
使用しているが、温水パイプを張り巡らせてもよい。
Further, when the wide surface heating element 7 is used, the surface heating element 7 may be provided with through holes at appropriate intervals, and the drainage may be performed downward through these through holes. Further, in the above-mentioned embodiment, the surface heating element is used as the heating means, but a hot water pipe may be stretched around.

【0013】ここで具体的な実験例を説明すると、粗骨
材4、11としての粒径が0.8〜10.0mmの小石
60Kgと、バインダーとしてのエポキシ樹脂を10K
gを50リットルのモルタルミキサに投入し、2〜3分
混合した樹脂モルタルを下部舗装材層4として、縦90
cm、横90cmそして1.0cmの厚さに敷き均し、
その上に大日本インキ化学株式会社から商品名「ダイエ
レック」として市販されている幅15cmの有機PCT
発熱体を20cmの間隔で配置し、この上から更に上述
と同様に小石60Kgとエポキシ樹脂を10Kgの樹脂
モルタルに、金属片12として繊維状のアルミニウムの
長さ1.0〜2.0mmの切削屑を1.4Kg混合して
上部舗装材層8を構成した実験例1と、同様な切削屑を
0.2Kg混合して上部舗装材層8を構成した実験例
2、およびこのような切削屑を混合しないで上部舗装材
層8を構成した従来例の3種類の融雪舗装材を作り、各
上部舗装材層8上に温度センサを載置して250秒後、
500秒後、750秒後そして1000秒後の表面温度
の変化を測定した。その結果を表1に示す。なお、各上
部舗装材層8の厚みは0.8cmであり、実験室の室温
は21℃、湿度は42%であり、実験開始前の各上部舗
装材層8の表面温度は21℃である。
Explaining a concrete experimental example, 60 Kg of pebbles having a grain size of 0.8 to 10.0 mm as coarse aggregates 4 and 11 and 10 K of epoxy resin as a binder are used.
g into a 50 liter mortar mixer, and the resin mortar mixed for 2 to 3 minutes is used as the lower pavement material layer 4 in a vertical direction of 90.
cm, 90 cm wide and 1.0 cm thick,
On top of that, an organic PCT with a width of 15 cm, which is commercially available from Dainippon Ink and Chemicals, Inc. under the product name "Dielek"
The heating elements are arranged at intervals of 20 cm, and 60 kg of pebbles and 10 kg of epoxy resin are further laid on the resin mortar, and fibrous aluminum as the metal piece 12 is cut to a length of 1.0 to 2.0 mm. Experimental Example 1 in which 1.4 kg of waste was mixed to form the upper pavement material layer 8, Experimental Example 2 in which 0.2 kg of similar cutting waste was mixed to form the upper pavement material layer 8 and such cutting waste 3 types of conventional snow-melting pavement materials in which the upper pavement material layer 8 is formed without mixing the above, and 250 seconds after placing a temperature sensor on each upper pavement material layer 8,
The change in surface temperature after 500 seconds, 750 seconds and 1000 seconds was measured. The results are shown in Table 1. The thickness of each upper pavement material layer 8 was 0.8 cm, the room temperature in the laboratory was 21 ° C., the humidity was 42%, and the surface temperature of each upper pavement material layer 8 before the experiment was 21 ° C. .

【0014】[0014]

【表1】 この表から、実験例1および2においては250秒後に
は25℃、23.7℃に上昇し、1000秒すなわち約
17分後には32.2℃、30.3℃までそれぞれ上昇
した。これに対し、従来例においては250秒後が2
3.2℃、1000秒後が29.3℃までしか上昇しな
かった。この実験から、金属片は粗骨材に対し重量比で
1/300以上混在させることにより熱伝導率を向上さ
せることができ、熱伝導率のよい融雪舗装材を提供でき
ることが判る。
[Table 1] From this table, in Experimental Examples 1 and 2, the temperature increased to 25 ° C. and 23.7 ° C. after 250 seconds and increased to 32.2 ° C. and 30.3 ° C. after 1000 seconds, that is, after about 17 minutes. On the other hand, in the conventional example, 250 seconds later is 2
After 1000 seconds at 3.2 ° C., the temperature increased only to 29.3 ° C. From this experiment, it can be seen that the thermal conductivity can be improved by mixing the metal pieces in a weight ratio of 1/300 or more with respect to the coarse aggregate, and a snow melting pavement material with good thermal conductivity can be provided.

【0015】また、水を10リットル散布したが、水は
舗装材を通って10秒以内に下方に排水され、舗装材の
表面に水の膜が形成されることはなかった。
Although 10 liters of water was sprayed, the water was drained downward through the pavement material within 10 seconds, and no water film was formed on the surface of the pavement material.

【0016】[0016]

【発明の効果】以上のようにこの発明の融雪舗装材は、
粒状の骨材をそれらの間に空隙を有するように固着した
舗装材層と、この舗装材層中に込まれた発熱手段とを有
し、舗装材層の内発熱手段の上に位置する舗装材層には
熱伝導率の良い金属材料を混入しているので、加熱手段
による熱は舗装材の上方に効率良く伝達され、上方の舗
装材を暖めることができ、舗装材の表面に降った雪はそ
の熱で溶かすことができる。舗装材層の骨材は空隙を有
するように固着されているので、ポーラスな仕上とする
ことができ、降雪を舗装材層の内部でも融解することが
でき、融雪により生じた水は舗装材層の内部を通って下
方に排水されるので、舗装材層の表面に水の膜を成形し
たり、舗装材層に不陸があっても水溜りができることは
なく、水跳ねや水溜りの発生を防ぐことができる。
As described above, the snow melting pavement material of the present invention is
A pavement having a pavement material layer in which granular aggregates are fixed so as to have voids between them and a heat generating means embedded in the pavement material layer, and which is located above the heat generating means in the pavement material layer. Since the material layer is mixed with a metal material with good thermal conductivity, the heat generated by the heating means is efficiently transferred to the upper part of the paving material, and the upper paving material can be warmed and fell on the surface of the paving material. The heat can melt snow. Since the aggregate of the pavement layer is fixed so as to have voids, it can be made into a porous finish, snow can be melted even inside the pavement layer, and the water generated by the snow melting can generate water in the pavement layer. Since water is drained downward through the inside of the pavement layer, there is no formation of a water film on the surface of the pavement layer, and there is no water pool even if the pavement layer is uneven, and water splashes and water pools occur. Can be prevented.

【0017】この場合、請求項2に記載のように、舗装
材層は粗骨材を合成樹脂で粗骨材間に空隙を有するよう
にバインドした樹脂モルタルで構成し、金属材料は粗骨
材の平均直径以下の大きさに構成することにより、舗装
材に強度を持たせることができ、金属材料の大きさを粗
骨材の平均直径以下にすることにより金属材料の混在が
目立たなくなり、また表面を平滑に仕上げることができ
る。
In this case, as described in claim 2, the paving material layer is composed of resin mortar in which coarse aggregate is bound with synthetic resin so as to have voids between the coarse aggregates, and the metal material is coarse aggregate. By configuring the pavement material to have a size equal to or less than the average diameter, the mixing of the metal material becomes less noticeable by setting the size of the metal material to be equal to or less than the average diameter of the coarse aggregate, and The surface can be finished smooth.

【0018】さらに、請求項3に記載のように、金属材
料は粗骨材に対しその重量比が1/300〜1/30に
することで熱伝達の向上を計ることができる。
Further, as described in claim 3, the heat transfer can be improved by setting the weight ratio of the metal material to the coarse aggregate to be 1/300 to 1/30.

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

【図1】この発明の融雪舗装材の一実施例の一部を模式
的に示す縦断側面図である。
FIG. 1 is a vertical sectional side view schematically showing a part of an embodiment of the snow melting pavement material of the present invention.

【符号の説明】[Explanation of symbols]

2 下地層 3 下部舗装材層 4,11 粗骨材 5 バインダー 6,13 空隙 7 面発熱体 8 上部舗装材層 12 金属片 2 Underlayer 3 Lower pavement material layer 4,11 Coarse aggregate 5 Binder 6,13 Void 7 Surface heating element 8 Upper pavement material layer 12 Metal piece

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 粒状の骨材をそれらの間に空隙を有する
ように固着した舗装材層と、この舗装材層中に埋込まれ
た発熱手段とを有し、前記舗装材層の内前記発熱手段の
上に位置する前記舗装材層には熱伝導率の良い金属材料
が混入されていることを特徴とする融雪舗装材。
1. A pavement material layer in which granular aggregates are fixed so as to have voids between them, and a heat generating means embedded in the pavement material layer, wherein the pavement material layer includes: A snow melting pavement material, wherein a metal material having a high thermal conductivity is mixed in the pavement material layer located above the heat generating means.
【請求項2】 前記舗装材層は、粗骨材を合成樹脂で前
記粗骨材間に空隙を有するようにバインドした樹脂モル
タルであり、前記金属材料は前記粗骨材の平均直径以下
の大きさであることを特徴とする請求項1に記載の融雪
舗装材。
2. The paving material layer is a resin mortar in which coarse aggregate is bound with a synthetic resin so as to have voids between the coarse aggregates, and the metal material has a size equal to or smaller than an average diameter of the coarse aggregate. The snow melting pavement material according to claim 1, wherein the snow melting pavement material is
【請求項3】 前記金属材料は前記粗骨材に対しその重
量比が1/300〜1/30であることを特徴とする請
求項1に記載の融雪舗装材。
3. The snow melting pavement material according to claim 1, wherein the weight ratio of the metal material to the coarse aggregate is 1/300 to 1/30.
JP34183393A 1993-12-13 1993-12-13 Thawing pavement material Pending JPH07166508A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34183393A JPH07166508A (en) 1993-12-13 1993-12-13 Thawing pavement material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34183393A JPH07166508A (en) 1993-12-13 1993-12-13 Thawing pavement material

Publications (1)

Publication Number Publication Date
JPH07166508A true JPH07166508A (en) 1995-06-27

Family

ID=18349109

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34183393A Pending JPH07166508A (en) 1993-12-13 1993-12-13 Thawing pavement material

Country Status (1)

Country Link
JP (1) JPH07166508A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007291737A (en) * 2006-04-25 2007-11-08 Matsuba Design Jimusho:Kk Snow-melting pavement structure and permeable concrete slab for use in it
KR101241342B1 (en) * 2010-02-02 2013-03-08 롯데건설 주식회사 Snow melting road paving structure and snow melting road paving method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007291737A (en) * 2006-04-25 2007-11-08 Matsuba Design Jimusho:Kk Snow-melting pavement structure and permeable concrete slab for use in it
KR101241342B1 (en) * 2010-02-02 2013-03-08 롯데건설 주식회사 Snow melting road paving structure and snow melting road paving method

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