JPH0366803A - Snow melting pavement structure - Google Patents
Snow melting pavement structureInfo
- Publication number
- JPH0366803A JPH0366803A JP20346289A JP20346289A JPH0366803A JP H0366803 A JPH0366803 A JP H0366803A JP 20346289 A JP20346289 A JP 20346289A JP 20346289 A JP20346289 A JP 20346289A JP H0366803 A JPH0366803 A JP H0366803A
- Authority
- JP
- Japan
- Prior art keywords
- snow
- pipe
- groove
- snow melting
- water
- 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.)
- Granted
Links
- 238000002844 melting Methods 0.000 title claims abstract description 36
- 230000008018 melting Effects 0.000 title claims abstract description 28
- 239000004576 sand Substances 0.000 claims abstract description 16
- 239000004575 stone Substances 0.000 claims description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 15
- 238000010438 heat treatment Methods 0.000 abstract description 5
- 239000012466 permeate Substances 0.000 abstract description 4
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 abstract description 2
- 229910052799 carbon Inorganic materials 0.000 abstract description 2
- 238000010348 incorporation Methods 0.000 abstract 1
- 238000002791 soaking Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 6
- 230000005611 electricity Effects 0.000 description 6
- 239000004567 concrete Substances 0.000 description 5
- 239000003673 groundwater Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 239000000155 melt Substances 0.000 description 3
- 239000011449 brick Substances 0.000 description 2
- 239000011888 foil Substances 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000005413 snowmelt Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005299 abrasion Methods 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 230000002528 anti-freeze Effects 0.000 description 1
- 239000012159 carrier gas Substances 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000005485 electric heating Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000006355 external stress Effects 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 230000012447 hatching Effects 0.000 description 1
- 239000011464 hollow brick Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 235000019362 perlite Nutrition 0.000 description 1
- 239000010451 perlite Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は歩道、公園等の広場、玄関等で行われる融雪舗
装構造に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a snow-melting pavement structure used on sidewalks, plazas such as parks, entrances, etc.
従来、路上に積もった雪を溶かす方法としては地下水を
路面に散水することによって消電する方法をはじめ、コ
ンクリート舗装板の内部にパイプを敷設して地下水を循
環し消電する方法、又温水を循環して消電する方法、中
空のレンガタイルの中に電熱線を通して消電する方法等
がある。Conventional methods for melting snow accumulated on roads include dissipating electricity by sprinkling groundwater on the road surface, dissipating electricity by circulating underground water by laying pipes inside concrete paving plates, and dissipating electricity by discharging groundwater on the road surface. There are methods to dissipate electricity by circulating it, and methods to dissipate electricity by running heating wires inside hollow brick tiles.
しかしながら地下水の散水による消電は歩行面が水びた
しになり、歩行循環境が極めて悪い上に、地下水利用に
よる地盤性下等の環境問題を抱えており、コスト面でも
高く、採用には問題が多かった。またコンクリートやレ
ンガタイルの中に温水パイプや電熱線を埋設して施工す
る方法は、建設コストが高い上にコンクリートの膨張収
縮によるひび割れが発生し、これに伴う事故や融雪効果
と融雪パイプや電熱線の耐久性の面で実用化に問題を残
していた。However, dissipating electricity by sprinkling groundwater leaves the walking surface flooded with water, creating an extremely poor walking environment, and also has environmental problems such as poor ground quality due to the use of groundwater.It is also expensive, and there are many problems in its adoption. Ta. In addition, the construction method of burying hot water pipes and heating wires in concrete or brick tiles is not only expensive, but also causes cracks due to the expansion and contraction of the concrete, resulting in accidents and snow melting effects and snow melting pipes and electric heating. There remained a problem in practical application in terms of the durability of the hot wire.
本発明はこのような欠点を除去するため、路盤上にサン
ドクッション層を設け、このサンドクッション層上に融
雪用パイプを配管し、この上に裏面に溝部を有する舗石
ブロックを敷設することにより、舗石ブロック上の雪が
融雪用パイプからの熱により溶けて水になっても路盤内
に促かに浸透し、路面が水びたしになるのを阻止すると
共に、万−1融雪用パイプが破損しても容易に補修可能
とした融雪舗装構造を提案するものである。In order to eliminate such drawbacks, the present invention provides a sand cushion layer on the roadbed, pipes snow melting pipes on the sand cushion layer, and lays paving blocks having grooves on the back surface on top of the sand cushion layer. Even if the snow on the paving blocks melts and turns into water due to the heat from the snow melting pipe, it quickly penetrates into the roadbed and prevents the road surface from being soaked with water, and even in the unlikely event that the snow melting pipe breaks. This project proposes a snow-melting pavement structure that can be easily repaired.
以下に本発明に係る融雪舗装構造について図面を用いて
詳細に説明する。第1図は上記融雪舗装構造の代表的−
例を説明する説明図で、1は路盤、2はサンドクッショ
ン層、3は舗石ブロック、5は融雪用パイプである。す
なわちサンドクッション層2は路盤1上の凹凸を除去し
、舗石ブロック3を平坦に敷設可能とし、また、融雪水
を促かに路盤1へ透水させ、路面が水びたしになるのを
阻止すると共に、サンドクッションN2として砂にシラ
スバルーン、パーライト等を混入することにより断熱層
としても機能させることも可能である。The snow melting pavement structure according to the present invention will be explained in detail below using the drawings. Figure 1 is a typical example of the snow melting pavement structure mentioned above.
In the explanatory diagram for explaining an example, 1 is a roadbed, 2 is a sand cushion layer, 3 is a paving stone block, and 5 is a snow melting pipe. That is, the sand cushion layer 2 removes unevenness on the roadbed 1, enables the paving blocks 3 to be laid flat, and also allows snowmelt water to permeate into the roadbed 1, preventing the road surface from becoming water-soaked. It is also possible to make the sand cushion N2 function as a heat insulating layer by mixing shirasu balloons, perlite, etc. into the sand.
舗石ブロック3は、コンクリート、煉瓦、セラミック等
からなり、路面を形成するもの−である。この舗石ブロ
ック3は第2図に示すように裏面に溝部4を有するもの
であり、この溝部4に融雪用バイブ5を収納することに
より、サンドクッション層2の機能を維持しつつ、融雪
用バイブ5を配設することができる。なお、舗石ブロッ
ク3は、特にコンクリート製の場合、圧縮強度、摩耗性
の向上を図ると共に、熱電導性を向上するため金属繊維
や金属片を混合することが好ましいものである。The pavement blocks 3 are made of concrete, brick, ceramic, etc., and form the road surface. As shown in FIG. 2, this pavement block 3 has a groove 4 on the back surface, and by storing a snow-melting vibrator 5 in this groove 4, the snow-melting vibrator can be used while maintaining the function of the sand cushion layer 2. 5 can be arranged. In addition, especially when the paving stone block 3 is made of concrete, it is preferable to mix metal fibers or metal pieces in order to improve compressive strength and abrasion resistance, and to improve thermal conductivity.
また溝部4は融雪用バイブ5に外部ストレスを加えない
ように一定の曲がりで配設可能になるように形成される
ものである。さらに舗石ブロック3は、第2図では四角
形状で示しているが、三角形、平行四辺形、H字状等任
意に形成することも可能である。融雪用バイブ5は、鋼
管、プラスチック管等の内部に、水、不凍液、熱媒体ガ
ス等の熱媒体を循環させるもの、あるいは電熱線、炭素
発熱体等であり、この熱によって融雪を行うものである
。すなわち、融雪用バイブ5からの熱は、舗石ブロック
3を伝導し、舗石ブロック3上の雪を溶かすことになる
。なお、舗石ブロック3上の融雪水は、舗石ブロック3
間からサンドクッション層2を経て路盤1、路床へと浸
透するため、舗石ブロック3表面、すなわち路面は水び
たしになることがない。また、融雪用バイブ5が破損し
た場合、破損した融雪用バイブ5の部分、およびその近
傍の舗石ブロック3を取り外し、補修、交換が可能であ
り、メンテナンスを容易に行うことのできる融雪舗装構
造となる。Further, the groove portion 4 is formed so that it can be arranged with a certain bend so as not to apply external stress to the snow melting vibrator 5. Furthermore, although the paving stone blocks 3 are shown in a rectangular shape in FIG. 2, they can also be formed in any shape such as a triangle, parallelogram, or H-shape. The snow melting vibrator 5 is a device that circulates a heat medium such as water, antifreeze, or heat carrier gas inside a steel pipe, a plastic pipe, etc., or a heating wire, a carbon heating element, etc., and melts snow using this heat. be. That is, the heat from the snow melting vibrator 5 is conducted through the paving stone blocks 3 and melts the snow on the paving stone blocks 3. In addition, the snowmelt water on the paving stone block 3 is
Since water permeates through the sand cushion layer 2 into the roadbed 1 and the roadbed, the surface of the paving stone blocks 3, that is, the road surface, will not become soaked with water. In addition, when the snow melting vibrator 5 is damaged, the damaged snow melting vibrator 5 and the paving blocks 3 in the vicinity can be removed, repaired, and replaced, making it possible to easily maintain the snow melting pavement structure. Become.
以上説明したのは本発明に係る融雪舗装構造の一実施例
にすぎず、第3図(a)〜(k)、第4図(a)〜(j
)に示す舗石ブロック3を用いたり、第5図に示すよう
に形成することも可能である。すなわち第3図(a)〜
(ト)は溝部4の変形例であり、(a)〜(j)図でハ
ツチングで示すように溝部4を形成したり、(k)図に
斜視図で示すように形成することも可能である。What has been described above is only one embodiment of the snow melting pavement structure according to the present invention, and FIGS. 3(a) to (k) and 4(a) to (j
It is also possible to use the paving stone block 3 shown in ) or form it as shown in FIG. That is, Fig. 3(a)~
(g) is a modification of the groove 4, and it is also possible to form the groove 4 as shown by hatching in figures (a) to (j), or as shown in a perspective view in figure (k). be.
また第4図(a)〜0)は舗石ブロック3の外形形状、
所謂路面部分の変形である。なお、複数形状の舗石ブロ
ック3を用いる場合、円形状、六角形状等のものを用い
ることも可能である。さらに第5図に示すように、融雪
用バイブ5を溝部4に装着する際にパツキン6を用い、
舗石ブロック3に接近、あるいは密着させた構造とする
ことも可能である。In addition, Fig. 4(a) to 0) shows the external shape of the paving stone block 3,
This is the so-called deformation of the road surface. In addition, when using the pavement blocks 3 of multiple shapes, it is also possible to use ones of circular shape, hexagonal shape, etc. Furthermore, as shown in FIG.
It is also possible to have a structure in which it is close to or in close contact with the paving stone blocks 3.
さらに第5図に点線、あるいは−点鎖線で示す位置に、
有孔の遮熱シート(アルミ箔シート、鉛箔シート等)7
を敷設し、融雪用バイブ5からの熱が路盤1側へ放熱す
るのを阻止することも可能である。Furthermore, at the position indicated by the dotted line or -dotted chain line in Fig. 5,
Perforated heat shield sheet (aluminum foil sheet, lead foil sheet, etc.) 7
It is also possible to prevent the heat from the snow melting vibrator 5 from dissipating to the roadbed 1 side.
上述したように本発明に係る融雪舗装構造によれば、融
雪水が路盤、路床に速やかに浸透するため、路面が水び
たしになることがない。また、舗石ブロックに溝部を設
けているため、融雪用パイプを容易に組み込むことがで
き、かつ、融雪用パイプの補修、取り替え、および配管
の変更を容易に行うことができる。等の効果、特徴があ
る。As described above, according to the snow-melting pavement structure according to the present invention, the snow-melting water quickly permeates into the roadbed and the roadbed, so that the road surface is not soaked with water. Further, since the paving blocks are provided with grooves, the snow melting pipe can be easily installed, and the snow melting pipe can be repaired, replaced, and the piping can be easily changed. It has the following effects and characteristics.
第1図は本発明に係る融雪舗装構造の代表的−例を示す
説明図、第2図は上記融雪舗装構造の一構成材である舗
石ブロックの一例を示す斜視図、第3図(a)〜(2)
、第4図(a)〜(j)は舗石ブロックの変形例を示す
説明図、第5図はその他の実施例を説明する説明図であ
る。
2・・・サンドクッション層、3・・・舗石ブロック、
4・・・溝部、5・・・融雪用パイプ。
図
+
2・・・サンドクッシラン層
3・・・舗石ブロック
4・・・溝部
5・・・融雪用パイプ
図
専
図
()+1
(C)FIG. 1 is an explanatory diagram showing a typical example of the snow-melting pavement structure according to the present invention, FIG. 2 is a perspective view showing an example of a paving stone block that is a component of the snow-melting pavement structure, and FIG. 3(a) ~(2)
, FIGS. 4(a) to 4(j) are explanatory diagrams showing modified examples of the paving stone blocks, and FIG. 5 is an explanatory diagram illustrating other embodiments. 2...Sand cushion layer, 3...Paving stone block,
4...Groove, 5...Snow melting pipe. Diagram + 2...Sand bush run layer 3...Paving block 4...Groove 5...Snow melting pipe diagram ()+1 (C)
Claims (1)
クッション層上に舗石ブロックを敷設した構造であり、
かつ、該舗石ブロックの裏面には溝部を設け、前記サン
ドクッション層と舗石ブロックの溝部間に融雪用パイプ
を配設したことを特徴とする融雪舗装構造。(1) A structure in which a sand cushion layer is laid on the roadbed, and paving blocks are laid on the sand cushion layer,
A snow melting pavement structure characterized in that a groove is provided on the back surface of the paving stone block, and a snow melting pipe is disposed between the groove of the sand cushion layer and the paving stone block.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20346289A JP2854332B2 (en) | 1989-08-05 | 1989-08-05 | Snow melting pavement structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20346289A JP2854332B2 (en) | 1989-08-05 | 1989-08-05 | Snow melting pavement structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0366803A true JPH0366803A (en) | 1991-03-22 |
JP2854332B2 JP2854332B2 (en) | 1999-02-03 |
Family
ID=16474530
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP20346289A Expired - Fee Related JP2854332B2 (en) | 1989-08-05 | 1989-08-05 | Snow melting pavement structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2854332B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06136712A (en) * | 1992-10-28 | 1994-05-17 | Yuudenshiya:Kk | Snowmelt road constructing method and heat-conductive paving member used in its constructing method |
CN105484129A (en) * | 2016-01-05 | 2016-04-13 | 北京中企卓创科技发展有限公司 | Heat pipe bracket for automatic snow melting airport pavement |
-
1989
- 1989-08-05 JP JP20346289A patent/JP2854332B2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06136712A (en) * | 1992-10-28 | 1994-05-17 | Yuudenshiya:Kk | Snowmelt road constructing method and heat-conductive paving member used in its constructing method |
CN105484129A (en) * | 2016-01-05 | 2016-04-13 | 北京中企卓创科技发展有限公司 | Heat pipe bracket for automatic snow melting airport pavement |
Also Published As
Publication number | Publication date |
---|---|
JP2854332B2 (en) | 1999-02-03 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |