JPH0339121B2 - - Google Patents
Info
- Publication number
- JPH0339121B2 JPH0339121B2 JP9166185A JP9166185A JPH0339121B2 JP H0339121 B2 JPH0339121 B2 JP H0339121B2 JP 9166185 A JP9166185 A JP 9166185A JP 9166185 A JP9166185 A JP 9166185A JP H0339121 B2 JPH0339121 B2 JP H0339121B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- plate
- pipe
- attached
- snow
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 91
- 238000002844 melting Methods 0.000 claims description 16
- 230000008018 melting Effects 0.000 claims description 16
- 239000003673 groundwater Substances 0.000 description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 10
- 238000000034 method Methods 0.000 description 10
- 239000000463 material Substances 0.000 description 8
- 239000011347 resin Substances 0.000 description 6
- 229920005989 resin Polymers 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 229910052742 iron Inorganic materials 0.000 description 5
- 239000002893 slag Substances 0.000 description 5
- 239000004568 cement Substances 0.000 description 3
- 230000007423 decrease Effects 0.000 description 3
- 238000005299 abrasion Methods 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 238000004040 coloring Methods 0.000 description 2
- 238000013329 compounding Methods 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 238000010438 heat treatment Methods 0.000 description 2
- 239000012466 permeate Substances 0.000 description 2
- 230000005855 radiation Effects 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000007921 spray Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 239000010426 asphalt Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000003086 colorant Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004088 foaming agent Substances 0.000 description 1
- 239000000155 melt Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 239000008399 tap water Substances 0.000 description 1
- 235000020679 tap water Nutrition 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Landscapes
- Cleaning Of Streets, Tracks, Or Beaches (AREA)
- Road Paving Structures (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、車道,歩道,駐車場をはじめ飛行
場,テニスコート,公園などあらゆる消雪を強制
的に行いたい場合に設置されれる融雪装置にし
て、従来の散水方式や無散水方式の融雪装置と異
なる通水板に全面的に通水させて路板上の積雪を
融雪しようとする融雪装置に関するものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention is applicable to snow melting equipment installed when it is desired to forcefully remove snow from roads, sidewalks, parking lots, airports, tennis courts, parks, etc. The present invention relates to a snow melting device that attempts to melt snow on a road board by completely passing water through a water passage plate, which is different from conventional snow melting devices using a water sprinkling method or a non-sprinkling method.
散水方式はいわゆるパイプから直接散水する
か、若しくはノズルを取り付けそのノズルにより
散水している。
The water sprinkling method is to spray water directly from a pipe, or to install a nozzle and spray water using that nozzle.
この場合とくに道路内の配管はコンクリート巻
き立て仕上げによる工法であるため、アスフアル
ト舗装の減り(摩耗)やコンクリートの減り(摩
耗)やノズルの減り(摩耗)の相違により道路上
に段差が生じ、車の走行や人の歩行に支障を来た
すことが往々にしてあつた。 In this case, especially since the piping on the road is finished by rolling concrete, differences in asphalt pavement wear (abrasion), concrete wear (wear), and nozzle wear (wear) cause differences on the road, which can cause cars to This often caused problems with the running of cars and the walking of people.
又減り(摩耗)が均一でないだけでなく、コン
クリートの破損やノズルの破損があると路盤への
水の浸透により路盤材を流し、道路を陥没させた
り,車,歩行者への水はねによる弊害がでること
も多かつた。 In addition, not only is the wear and tear not uniform, but if the concrete is damaged or the nozzle is damaged, water may seep into the roadbed, washing away the roadbed material, causing the road to cave in, or causing water to splash onto cars and pedestrians. There were many negative effects.
また、常に古い施設から順々に莫大な費用をか
けて補修しているのが実情である。 Furthermore, the reality is that the oldest facilities are constantly being repaired at great expense.
一方、無散水方式は、いわゆるパイプや電線な
どを路面下に埋設して融雪を行つているためパイ
プ方式に対しては次のような欠点がある。 On the other hand, the non-sprinkling method melts snow by burying so-called pipes and electric wires under the road surface, so it has the following drawbacks compared to the pipe method.
(1) 埋設管の巻き立て舗装が薄い方がより地上部
(表面)への熱伝導がよくなる。しかし、一方
では通行車輌の輸荷量により破損を受けること
になるのでどうしても舗装を厚くしなければな
らない。(1) The thinner the pavement surrounding the buried pipes, the better the heat conduction to the above ground (surface). However, on the other hand, the pavement must be made thicker because it will be damaged by the amount of cargo carried by passing vehicles.
(2) 舗装が減つてくると埋設管に支障を来たすの
で常に舗装の減つてきたところにはオーバレー
などである一定の舗装厚を保つ必要がある。(2) As the amount of pavement decreases, it will cause problems for the buried pipes, so it is necessary to maintain a certain thickness of pavement at all times, such as overlays, in areas where the amount of pavement decreases.
(3) パイプの切断や破損や漏水があつた場合の補
修が難かしいし、補修の範囲にしては大変な日
数と費用を要する。(3) It is difficult to repair pipes that are cut, damaged, or leaked, and it takes a lot of time and money to repair them.
(4) 舗装の打ち替えや補修があつた場合、埋設管
材料が工事に影響を与える。(4) When replacing or repairing pavement, buried pipe materials will affect the construction work.
(5) パイプ(埋管)内に目詰まりなどがあり敷設
変えをするとなると莫大な費用と日数を必要と
する。特に融雪(消雪)は市街地で車の交通量
の多いところは大変である。(5) If the pipes (buried pipes) become clogged and the pipes need to be replaced, it will take a huge amount of money and time. Snow melting (snow removal) is especially difficult in urban areas where there is a lot of car traffic.
また、電線類の埋設方式に対しては、上記の(1),
(2),(3)の問題がある。In addition, regarding the method of burying electric wires, please refer to (1) above.
There are problems (2) and (3).
また、パイプ方式及び電線類の埋設方式に共通
してイニシヤルコストが高い。 In addition, the initial cost is high for both the pipe method and the buried electric wire method.
特に電線類の埋設についてはランニングコスト
が突出している。 In particular, the running cost of burying electric wires is outstanding.
本発明は、散水方式及び無散水方式の上述の(1)
〜(5)の問題点を解決する融雪装置を提供するもの
である。
The present invention is directed to the above-mentioned (1) water sprinkling method and non-water sprinkling method.
The present invention provides a snow melting device that solves the problems in (5) to (5).
本発明は、消雪したい個所に不通水性基盤1を
形成し、この不通水性基盤1の上に細かい骨材2
を互いに微細な空隙が存在する状態で固めた通水
板3を敷設し、この通水板3の上面に路板4を形
成せしめ、前記通水板3の一方の側縁に地下水や
温水や河川水等を板内に通水せしめる通水パイプ
aを付設し、反対側の側縁の通水パイプaより低
い位置に集水パイプ5を付設したことを要旨とす
るものである。
In the present invention, a water-impermeable base 1 is formed at a location where snow is to be removed, and fine aggregate 2 is placed on top of this water-impermeable base 1.
A water passage board 3 is installed in which the water passage plates 3 are hardened with fine voids between them, and a road plate 4 is formed on the upper surface of this water passage plate 3. The gist is that a water pipe a for passing river water etc. into the board is attached, and a water collecting pipe 5 is attached at a position lower than the water pipe a on the opposite side edge.
第1図は、道路に係る実施例で、不通水性基盤
1の上に熱が地下に逃げないよう断熱板6を道路
の左右両縁から中央に向かつて下向き傾斜する状
態に敷設し、その上に通水板3を敷設し、この通
水板3の左右両縁に通水パイプaを埋設し、通水
板3の中央に通水パイプaより近い位置で集水パ
イプ5を埋設した通水板3を埋設し、通水板3,
3′の上に路板4を形成した場合を示している。
Fig. 1 shows an embodiment related to a road, in which a heat insulating board 6 is laid on a water-impermeable base 1 in a downwardly sloping state from both left and right edges of the road toward the center to prevent heat from escaping underground. A water passage plate 3 is laid down, water passage pipes a are buried on both the left and right edges of this water passage plate 3, and a water collection pipe 5 is buried in the center of the water passage plate 3 at a position closer to the water passage pipe a. bury the water board 3,
A case is shown in which a road plate 4 is formed on top of the road plate 3'.
通水板3の敷設はあらかじめ工場で製造されて
通水板3を現場へ運搬して敷設しても良いし、現
場で所望個所に敷設形成しても良い。 The water passage plate 3 may be installed in advance by being manufactured in a factory and transported to the site, or may be laid at a desired location on site.
現場所望個所での形成は二波性樹脂などの硬化
剤を用いることで、連続的に敷設できる。 By using a hardening agent such as a two-wave resin, it can be formed continuously at the desired location on-site.
敷設にあたつては現場で骨材と硬化に用いる樹
脂を混ぜることにより入力で敷きならしもできる
し、又、機械たとえば舗装に用いられているフイ
ニシヤーなどでもできる。 When laying, it can be done manually by mixing the aggregate and the resin used for hardening on site, or it can be done by machine, such as a finisher used for paving.
この通水板3の形成は砂や細粒石などの骨材を
セメントや接着剤で固める際発泡剤を混入せしめ
て発泡剤により微細な空隙がおこし菓子状に介存
するように形成しても良いし、型成形する際常に
型内に気体を圧入透過せしめることにより微細に
空隙がおこし菓子状に介存するように成形しても
良い。 The water passage plate 3 can be formed by mixing a foaming agent when hardening aggregate such as sand or fine stone with cement or adhesive, and creating minute voids in the form of a confectionery-like structure. Alternatively, when molding, gas may be forced into the mold and permeate therethrough, thereby creating fine voids so that they form a confectionery-like shape.
他に形成に用いる骨材はできるだけマルミをお
びたもの例えば球形の鉄スラグなどがよく、固め
や接着にはセメントや二液性の樹脂があり樹脂は
硬化が早くて良い。 Other aggregates used for forming are those with as much marumi as possible, such as spherical iron slag, and cement and two-component resins are good for hardening and bonding, and resins harden quickly.
一方セメントで固めたものは樹脂より安価であ
る。 On the other hand, cement hardened materials are cheaper than resin materials.
使用する骨材又は二液性の硬化樹脂に着色をす
ることにより任意のカラー着色が可能である。 Any desired coloring is possible by coloring the aggregate or two-component cured resin used.
そのため安全地帯や危険地帯や公園や広場など
その状況より色を選択することができる。 Therefore, colors can be selected depending on the situation, such as safe areas, dangerous areas, parks, squares, etc.
骨材2はその用途,目的,効果等によつて任意
に選択できる。 The aggregate 2 can be arbitrarily selected depending on its use, purpose, effect, etc.
例えば、前記した鉄スラグ等の安価なものから
砥石,小石,砂利,砂,赤玉など自然に存在する
ものでも良い。 For example, it may be an inexpensive material such as the above-mentioned iron slag, or a naturally occurring material such as a whetstone, pebble, gravel, sand, or red stone.
通水板3の強度,摩耗度や色彩などは配合材や
接着剤の選択,配合量等によつて変えることがで
きる。 The strength, degree of abrasion, color, etc. of the water passage plate 3 can be changed depending on the selection of compounding materials and adhesives, the compounding amount, etc.
尚、消雪水を再利用できるようにしたり、消雪
水を地下に還元するようにすれば地下水の無駄使
いや地盤沈下が防止される。 Furthermore, wasteful use of groundwater and ground subsidence can be prevented by making snow melting water reusable or returning it underground.
また、酸化すると発熱するような骨材例えば鉄
スラグを使用すれば温水通水により加温して更に
自己発熱がプラスされるから融雪効果が一層良好
となる。 Furthermore, if an aggregate that generates heat when oxidized, such as iron slag, is used, the snow melting effect will be even better because it will be heated by passing hot water and will generate additional self-heating.
この場合発熱のある一定時間が過ぎるとその能
力が低下することもあるが、夏期の外気温や日射
や副射などにより発熱能力を回復するものが望ま
し。 In this case, the ability to generate heat may decrease after a certain period of time, but it is desirable to have a device that recovers its ability to generate heat depending on the outside temperature in the summer, solar radiation, secondary radiation, etc.
このような物質を利用すれば、さらに省エネ,
省資源に貢献することになる。 The use of such materials will result in further energy savings and
This will contribute to resource conservation.
この際、硬化促進として、地下水や可川水や水
道水など少量の水があれば良く、この場合の水は
その水温は全く関係がない。 At this time, a small amount of water, such as ground water, river water, or tap water, is sufficient to accelerate curing, and the temperature of the water in this case is completely irrelevant.
従つて手近な水で充分である。 Therefore, water that is readily available is sufficient.
たとえば鉄スラグに水が触れると鉄スラグが酸
化し、その発熱は充分融雪に効果をあげ得るもの
である。 For example, when water comes into contact with iron slag, the iron slag oxidizes, and the heat generated is sufficient to melt snow.
また、金属粉のような熱伝導効率を高めるもの
を混在せしめておくことも有効である。 It is also effective to mix in something that increases heat conduction efficiency, such as metal powder.
従つて、このような骨材を用いればいわゆる高
い熱源(地下水、温水など)を有するものがなく
ても出来るため本発明は広い地域でさらに効果的
に利用できることになる。 Therefore, if such an aggregate is used, the present invention can be used more effectively in a wide area because it can be made without a so-called high heat source (ground water, hot water, etc.).
図中符号7は側溝、8は側溝7近くに設けた井
戸、9は地下水を汲み上げるポンプ、10は汲み
上げられた地下水を送る送水パイプ、11は集水
された消雪水の除塵装置、12は融雪水補給装
置、13は除塵された消雪水の循環ポンプ、14
は消雪水加熱装置、15はドレーンである。 In the figure, 7 is a side gutter, 8 is a well installed near the side gutter 7, 9 is a pump that pumps up groundwater, 10 is a water pipe that sends the pumped groundwater, 11 is a dust removal device for collected snow removal water, and 12 is a Snow melting water supply device, 13 is a circulation pump for dust-removed snow melting water, 14
1 is a snow melting water heating device, and 15 is a drain.
第1図の道路は、中央が高く両側が低い道路を
示しているが、片流れタイプの道路に彩用しても
同様である。 Although the road in FIG. 1 shows a road that is high in the center and low on both sides, the same effect can be applied to a one-way type road.
本発明は上述のように構成したから、通水板に
地下水や温水を通水パイプを介して送水すれば、
この通水板内に地下水や温水が板全面に平均に滲
透し、地下水や温水が通水板上の路板を下より温
めることになるから路板上の雪が融雪されること
になる。
Since the present invention is configured as described above, if underground water or hot water is sent to the water passage plate through the water passage pipe,
Groundwater and hot water seep through the water board evenly over the entire surface of the board, and the groundwater and hot water warm the roadboard above the water board from below, melting snow on the roadboard.
また、通水板の下側には不通水性基盤を設けて
あるから、地下水や温水が地下に流出することな
く丁度通水パイプを配管したと同じように通水板
自体が通水管の役目を果し、通水板の微細な空隙
を伝わつて地下水や温水が所定の排水部まで導通
されるから通水板上の路板は良好に加温されるこ
とになる。 In addition, since a water-impermeable base is provided below the water passage plate, the water passage board itself can function as a water pipe, just as if a water pipe was installed, without allowing groundwater or hot water to flow underground. As a result, the groundwater and hot water are conducted to the predetermined drainage portion through the minute gaps in the water passage plate, so that the road plate on the water passage plate is heated well.
その上所定の排水部まで導通された地下水や温
水はそのまま例えば側溝へ排水されるのではなく
通水パイプと反対側の側縁の通水パイプより近い
位置に付設した集水パイプに集水し、この集水し
た水を通水パイプに循環して再使用するから地下
水の無駄使いや地盤沈下が防止される上路面に散
水された外気で冷却され且つ泥や塵埃を含んだ汚
れた消雪水を集水するのではなく通水板内を浸透
通過しただけのきれいな水をそのまま即循環使用
できるため地下水を多量に使用することもなく省
エネ時代にふさわしい秀れた経済性,実用性を発
揮することになる。 Moreover, the groundwater and hot water that have been conducted to the designated drainage area are not directly drained into a side ditch, for example, but are collected in a water collection pipe installed closer to the water flow pipe on the opposite side of the water flow pipe. This collected water is circulated through water pipes and reused, which prevents wasteful use of underground water and ground subsidence.The outside air sprinkled on the upper road surface cools the surface and removes dirty snow containing mud and dust. Instead of collecting water, the clean water that just permeates through the water passage plate can be immediately recycled and used, so there is no need to use a large amount of groundwater, and it exhibits excellent economic efficiency and practicality suitable for the energy-saving era. I will do it.
このように通水板による通水は在来の散水方式
融雪装置,無散水式融雪装置の前記した諸欠点を
すべて解決した秀れた融雪装置を提供するもので
ある。 As described above, water passing through the water passage plate provides an excellent snow melting device that solves all of the above-mentioned drawbacks of conventional water sprinkling snow melting devices and non-sprinkling snow melting devices.
第1図は本装置を両流れ道路に施行した断面
図、第2図は配管説明図である。
a……通水パイプ、1……不通水性基盤、2…
…骨材、3……通水板、4……路板、5……集水
パイプ。
FIG. 1 is a cross-sectional view of this device installed on a road with both sides flowing, and FIG. 2 is an explanatory diagram of piping. a...Water pipe, 1...Water impermeable base, 2...
...Aggregate, 3...Water board, 4...Road board, 5...Water collection pipe.
Claims (1)
の不通水性基盤の上に細かい骨材を互いに微細な
空隙が存在する状態で固めた通水板を敷設し、こ
の通水板の上面に路板を形成せしめ、前記通水板
の一方の側縁に地下水や温水や可川水等を板内に
通水せしめる通水パイプを付設し、反対側の側縁
の通水パイプより低い位置に集水パイプを付設
し、集水パイプで集水した水を通水パイプに循環
して再使用することを特徴とする融雪装置。 2 通水板の左右両縁に通水パイプを付設し、通
水板の中央に通水パイプより低い位置で集水パイ
プを付設した特許請求の範囲第1項記載の融雪装
置。[Scope of Claims] 1. Form a water-impermeable base in the area where snow is to be removed, and lay a water-permeable plate made of fine aggregate compacted with fine voids on top of the water-impermeable base. A road plate is formed on the upper surface of the water plate, and a water passage pipe is attached to one side edge of the water plate to allow underground water, hot water, river water, etc. to pass through the plate, and a water passage plate is attached to one side edge of the water plate. A snow melting device characterized by having a water collection pipe attached at a lower position than the water pipe, and circulating the water collected by the water collection pipe to the water pipe for reuse. 2. The snow melting device according to claim 1, wherein water passing pipes are attached to both left and right edges of the water passing plate, and a water collecting pipe is attached to the center of the water passing plate at a position lower than the water passing pipes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9166185A JPS61250203A (en) | 1985-04-27 | 1985-04-27 | Snow melting apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9166185A JPS61250203A (en) | 1985-04-27 | 1985-04-27 | Snow melting apparatus |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61250203A JPS61250203A (en) | 1986-11-07 |
| JPH0339121B2 true JPH0339121B2 (en) | 1991-06-12 |
Family
ID=14032672
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9166185A Granted JPS61250203A (en) | 1985-04-27 | 1985-04-27 | Snow melting apparatus |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61250203A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006299729A (en) * | 2005-04-25 | 2006-11-02 | Taisei Rotec Corp | Pavement body and its construction method |
| JP5622232B2 (en) * | 2010-10-08 | 2014-11-12 | 国立大学法人福井大学 | Heat exchange structure in pavement and water flow plate used therefor |
-
1985
- 1985-04-27 JP JP9166185A patent/JPS61250203A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61250203A (en) | 1986-11-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US3690227A (en) | Frictional self-draining structure | |
| JP6203157B2 (en) | Permeable pavement structure | |
| JP2010526227A (en) | Block having drainage and ventilation function, manufacturing method thereof, and block multilayer pavement construction method using the same | |
| KR100710892B1 (en) | Road paving concrete panel and road paving method using the same | |
| KR100961967B1 (en) | Structure of loess paving layer and construction method using thereof | |
| US10654751B2 (en) | Polymer modified cement adhesive for providing high friction surfacing | |
| JPH0339121B2 (en) | ||
| JP4508923B2 (en) | Snow melting panel, manufacturing method thereof, and snow melting roadbed | |
| JPH0353405B2 (en) | ||
| JPH11247113A (en) | Partially draining road pavement structure and construction thereof | |
| JP2009035999A (en) | Construction method of melting snow on road surface | |
| JPH02157304A (en) | Construction for pavement of bed in play-ground | |
| JPH0223603Y2 (en) | ||
| JP2004197337A (en) | Road base structure | |
| CN218203637U (en) | Urban road pavement structure | |
| KR100612486B1 (en) | Surface treatment coating method using waste tire rubber powder on waste aggregate and its products | |
| JP2557040Y2 (en) | Pavement structure of snow melting road | |
| JPH07119108A (en) | Asphalt pavement method | |
| JP2000144610A (en) | Road pavement structure and construction method | |
| JPH072671Y2 (en) | Concrete non-sprinkling snow melting equipment | |
| JP2000178910A (en) | Pavement structure | |
| JP2002309503A (en) | Block pavement and construction method therefor | |
| JPH07138906A (en) | Snow melting pavement material | |
| JPS63189502A (en) | Freeze preventing and snow melting promoting method on paved road surface by irradiation of far infrared ray | |
| JPH07166508A (en) | Snow melting pavement material |