JPH11256540A - Road surface anti-freezing and snow melting method utilizing sewage pipeline - Google Patents

Road surface anti-freezing and snow melting method utilizing sewage pipeline

Info

Publication number
JPH11256540A
JPH11256540A JP5871198A JP5871198A JPH11256540A JP H11256540 A JPH11256540 A JP H11256540A JP 5871198 A JP5871198 A JP 5871198A JP 5871198 A JP5871198 A JP 5871198A JP H11256540 A JPH11256540 A JP H11256540A
Authority
JP
Japan
Prior art keywords
road surface
sewage
freezing
pipeline
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.)
Pending
Application number
JP5871198A
Other languages
Japanese (ja)
Inventor
Hajime Ninomiya
一 二宮
Takashi Horie
崇 堀江
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP5871198A priority Critical patent/JPH11256540A/en
Publication of JPH11256540A publication Critical patent/JPH11256540A/en
Pending legal-status Critical Current

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  • Cleaning Of Streets, Tracks, Or Beaches (AREA)

Abstract

PROBLEM TO BE SOLVED: To reduce the cost for anti-freezing and improve the anti-freezing efficiency by providing a radiating fin reaching right under the road surface on the outer surface of a sewage force-feed pipeline to transmit the sewage residual heat right under the road surface. SOLUTION: A radiating fin 3 made of metal having good thermal conductivity is provided on the outer surface 2A of a sewage force-feed pipeline 2 buried along the road surface 1, and the tip of the fin 3 is made reach right under the road surface. Secondly, sewage flowing through the pipeline 2 has often water temperature of about 15 deg.C even in a cold district in winter, and sewage flows in the full state through the pipeline 2. Accordingly, the residual heat of the sewage is transmitted from the pipe wall of the pipeline 2 to the fin 3, and radiated to the ground bed right under the road surface, so that heat of melting is supplied to frost and snow coverage to be melted. Thus, heat energy can be utilized very effectively so that the cost for antifreezing of the road surface and snow-melting can be remarkably reduced.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、下水管路を利用
した路面の凍結防止、融雪法に関し、詳しくは下水の持
つ残熱エネルギを利用した路面の凍結防止、融雪法に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for preventing freezing of a road surface using a sewer pipe and a method for melting snow, and more particularly to a method for preventing freezing of a road surface using residual heat energy of sewage and a method for melting snow.

【0002】[0002]

【従来の技術】寒冷地における路面の凍結防止、融雪法
として、作業車両を用いて除雪したり凍結防止剤を散布
することや、路面に温水などを常時散布して融解した
り、夜間電力を利用した蓄熱ヒータなどの熱源を路面下
に埋設し、融解する方法等が従来一般的に採られてい
る。
2. Description of the Related Art As a method of preventing freezing of a road surface in a cold region and melting snow, a method of removing snow or spraying an anti-freezing agent using a work vehicle, a method of constantly spraying hot water or the like on a road surface to thaw, and a method of reducing nighttime electric power. Conventionally, a method of burying a heat source such as a used heat storage heater under a road surface and melting the heat source has been generally adopted.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記方
法のうち、作業車両を用いた方法は作業者を必要とする
上、除雪装置を始め凍結防止剤を必要とし膨大なコスト
を要するといった問題があった。
However, of the above methods, the method using a work vehicle requires a worker, and requires a snow removing device and an anti-freezing agent, resulting in a huge cost. Was.

【0004】さらに凍結防止剤は、融解水に溶けて流れ
るので周辺土壌を汚染するおそれがあり、農作物などの
収穫に影響を及ぼすおそれがあるといった自然環境上の
問題も提起されている。
[0004] Furthermore, since the antifreezing agent melts in the melted water and flows, it may contaminate the surrounding soil, and may pose a problem on the natural environment such that it may affect the harvest of agricultural products.

【0005】温水散布の場合は、温水配管を設けねばな
らず、また常時散水されているので周囲に水溜まりが出
来易く、歩行に困難を来す場合がある欠点がある。ヒー
タによる融解は、凍結防止や融雪のためだけに路面下に
ヒータを埋設しなければならず、設備費がかなり嵩む
上、電力消費量も大きく経済コストがかなり嵩むといっ
た問題があった。
[0005] In the case of hot water spraying, a hot water pipe must be provided, and since water is constantly sprayed, there is a drawback that water pools are easily formed in the surroundings and walking may be difficult. Melting by a heater requires that the heater be buried under the road surface only for prevention of freezing and melting of snow, resulting in a problem that the equipment cost is considerably increased, the power consumption is large, and the economic cost is considerably increased.

【0006】この発明は上記問題点を解消することを目
的としてなされてたものであり、低コストで効率の良い
路面の凍結防止、融雪を実施することを目的としてなさ
れたものである。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and has been made to implement a low-cost and efficient road surface freezing prevention and snow melting method.

【0007】[0007]

【課題を解決するための手段】この目的を達成するた
め、本発明では下水圧送管の持つ残熱を利用し、路面に
沿って埋設された下水圧送管路の外面に前記路面直下に
至る放熱フィンを一体に設け、該放熱フィンを介して下
水の持つ残熱を路面直下に伝熱することにより路面の凍
結防止、融雪を図った。
In order to achieve this object, the present invention utilizes the residual heat of the sewage pumping pipe to radiate heat to the outer surface of the sewage pumping pipe buried along the road surface to reach just below the road surface. The fins are provided integrally, and the residual heat of the sewage is transferred to the area immediately below the road surface through the heat radiation fins to prevent the road surface from freezing and melt the snow.

【0008】この構成により、下水圧送管の持つ熱の有
効利用が図れ、特に熱源を用意しなくても路面の凍結防
止、融雪が可能となる。また、本発明において熱源とな
る下水道管路を下水圧送管路とするのは、自然流下方式
の下水道管路の場合、管材質がコンクリート製とされる
ことが多く、また下水も管の内底部に沿って流れ、路面
から深い部分に埋設されることが多ことと相俟って熱源
として利用が困難であり、一方下水圧送管路は、通常ダ
クタイル鋳鉄管が用いられ、また埋設深さも地下1.2m程
度と浅く、内部を流れる下水も管内満管状態で流れるた
め熱源として有効利用し易いためである。
[0008] With this configuration, it is possible to effectively use the heat of the sewage pressure feed pipe, and it is possible to prevent the road surface from freezing and to melt snow without particularly preparing a heat source. In addition, in the present invention, the sewer pipe serving as a heat source is used as the sewage pressure feed pipe in the case of a natural flow sewer pipe, in which the pipe material is often made of concrete, and the sewage is also formed at the inner bottom of the pipe. It is difficult to use it as a heat source because of the fact that it flows along the road and is often buried deep from the road surface.On the other hand, ducts made of ductile cast iron are usually used for the sewage pipeline and the burial depth is also underground. This is because it is shallow, about 1.2m, and the sewage flowing inside flows in a fully filled state in the pipe, so that it can be effectively used as a heat source.

【0009】[0009]

【発明の実施の形態】次にこの発明の路面の凍結防止、
融雪法の実施の形態について説明する。図1はこの発明
の一実施の形態の正面断面図、図2は同側面断面図であ
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS
An embodiment of the snow melting method will be described. FIG. 1 is a front sectional view of an embodiment of the present invention, and FIG. 2 is a side sectional view of the embodiment.

【0010】この発明の下水管路を利用した路面の凍結
防止、融雪法は、路面1に沿って埋設された下水圧送管
路2の外面2Aに前記路面直下に至る放熱フィン3を一
体に設けて構成されている。
According to the present invention, a method for preventing freezing of a road surface using a sewage pipe and a method for melting snow are provided in such a manner that radiation fins 3 extending directly below the road surface are integrally provided on an outer surface 2A of a sewage pressure feed pipe 2 buried along the road surface 1. It is configured.

【0011】上記において、放熱フィン3は熱伝導性の
良い金属製とされ、例えば銅合金、アルミ軽合金、鋳
鉄、鋼鉄などの金属が好適に使用される。また、放熱フ
ィン3を下水圧送管2に一体に設ける手段としては、放
熱フィン3を直接下水管外面2Aに溶接する他、図1、
図2に示すように正面視半割管状のサドル3Aに放熱フ
ィン3を溶接などにより一体的に取付け、このサドル3
Aをバンド3B…3Bを用いて下水管2上に固定するこ
とによって取付けても良い。
In the above description, the radiation fins 3 are made of a metal having good heat conductivity, and for example, metals such as copper alloy, aluminum light alloy, cast iron and steel are preferably used. As means for integrally providing the radiating fins 3 with the sewage pipe 2, the radiating fins 3 can be directly welded to the outer surface 2 </ b> A of the sewage pipe, as shown in FIG.
As shown in FIG. 2, a radiation fin 3 is integrally attached to a half-tubular saddle 3A in a front view by welding or the like.
A may be attached by fixing A on the sewer pipe 2 using the bands 3B... 3B.

【0012】またこの放熱フィン3は路面下の管路2全
長に沿って設ける他、図3に示すように要所に設ける構
成としてもよい。次に、この発明の路面の凍結防止、融
雪法の原理について説明する。
The radiating fins 3 may be provided along the entire length of the pipe line 2 below the road surface, or may be provided at important points as shown in FIG. Next, the principle of the road surface freezing prevention and snow melting method of the present invention will be described.

【0013】公道の地下には下水道管路が埋設されてい
ることが多い。そして、下水道管路を流れる下水は、寒
冷地の冬季においても15℃前後の水温を有しているこ
とが多い。
[0013] Sewer pipes are often buried under public roads. The sewage flowing through the sewage pipeline often has a water temperature of about 15 ° C. even in winter in a cold region.

【0014】また、前述のように、下水圧送管路2内に
は下水が満管状態で流れる。従って、下水の持つ残熱は
圧送管路2の管壁から放熱フィン3に伝わり、やがて路
面直下の地盤に放熱され、路面上の結氷や積雪の融解熱
を供給する。
As described above, the sewage flows in the sewage pressure pipeline 2 in a full state. Accordingly, the residual heat of the sewage is transmitted from the pipe wall of the pumping line 2 to the radiating fins 3, and is eventually radiated to the ground immediately below the road surface to supply heat of melting ice and snow on the road surface.

【0015】また、上記した残熱を持つ下水はポンプに
より順次圧送されてくるので、放熱から下水側が受ける
影響も少なく、具体的には放熱過多による下水の管内凍
結といったこともない。
Further, since the sewage having residual heat described above is sequentially pumped by a pump, the sewage side is less affected by heat radiation, and specifically, there is no sewage pipe freezing due to excessive heat radiation.

【0016】従って、電熱ヒータ等のような特に熱源を
埋設しなくても路面の凍結防止、融雪が可能となる。
Therefore, it is possible to prevent the road surface from freezing and to melt snow without particularly burying a heat source such as an electric heater.

【0017】[0017]

【発明の効果】以上説明したように、この発明の方法に
よれば、下水道管路内を流れる下水の持つ残熱を路面に
伝えて路面の凍結防止、融雪を行なうので、融解のため
の熱エネルギが非常に有効に利用でき、極めて経済的な
路面の凍結防止、融雪を行なうことができる効果を有す
る。
As described above, according to the method of the present invention, the residual heat of the sewage flowing in the sewer pipe is transmitted to the road surface to prevent freezing of the road surface and to melt snow. Energy can be used very effectively, and there is an effect that extremely economical road surface freezing prevention and snow melting can be performed.

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

【図1】この発明の一実施の形態の正面断面図である。FIG. 1 is a front sectional view of an embodiment of the present invention.

【図2】この発明の一実施の形態の要部側面図である。FIG. 2 is a side view of a main part of one embodiment of the present invention.

【図3】同上発明の一実施の形態の要部側面図である。FIG. 3 is a side view of a main part of one embodiment of the invention.

【符号の説明】 1 路面 2 下水圧送管路 2A 外面 3 放熱フィン 3A 半割管状のサドル 3B バンド[Description of Signs] 1 Road surface 2 Sewage pressure pipeline 2A Outer surface 3 Radiation fin 3A Half-tubular saddle 3B Band

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】路面に沿って埋設された下水圧送管路の外
面に前記路面直下に至る放熱フィンを一体に設け、該放
熱フィンを介して下水の持つ残熱を路面直下に伝熱する
ことを特徴とする下水管路を利用した路面の凍結防止、
融雪法。
1. A radiating fin extending directly below the road surface is integrally provided on an outer surface of a sewage pressure feed pipe buried along a road surface, and the residual heat of sewage is transferred directly below the road surface via the radiating fin. Road surface freezing prevention using sewage pipeline,
Snow melting method.
JP5871198A 1998-03-11 1998-03-11 Road surface anti-freezing and snow melting method utilizing sewage pipeline Pending JPH11256540A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5871198A JPH11256540A (en) 1998-03-11 1998-03-11 Road surface anti-freezing and snow melting method utilizing sewage pipeline

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5871198A JPH11256540A (en) 1998-03-11 1998-03-11 Road surface anti-freezing and snow melting method utilizing sewage pipeline

Publications (1)

Publication Number Publication Date
JPH11256540A true JPH11256540A (en) 1999-09-21

Family

ID=13092088

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5871198A Pending JPH11256540A (en) 1998-03-11 1998-03-11 Road surface anti-freezing and snow melting method utilizing sewage pipeline

Country Status (1)

Country Link
JP (1) JPH11256540A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009052293A (en) * 2007-06-04 2009-03-12 Tai-Her Yang Method and apparatus for uniforming temperature by water supply system
US20170342666A1 (en) * 2016-05-26 2017-11-30 Kenneth Joseph Lampe Self-heating transportation network surface for preventing accumulation of snow or ice

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009052293A (en) * 2007-06-04 2009-03-12 Tai-Her Yang Method and apparatus for uniforming temperature by water supply system
US20170342666A1 (en) * 2016-05-26 2017-11-30 Kenneth Joseph Lampe Self-heating transportation network surface for preventing accumulation of snow or ice

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