JPH03100213A - Snow melting device - Google Patents

Snow melting device

Info

Publication number
JPH03100213A
JPH03100213A JP23793089A JP23793089A JPH03100213A JP H03100213 A JPH03100213 A JP H03100213A JP 23793089 A JP23793089 A JP 23793089A JP 23793089 A JP23793089 A JP 23793089A JP H03100213 A JPH03100213 A JP H03100213A
Authority
JP
Japan
Prior art keywords
heat
snow
heat pipe
radiation panel
heat dissipation
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
JP23793089A
Other languages
Japanese (ja)
Inventor
Hitoshi Inoue
均 井上
Hisaaki Yamakage
久明 山蔭
Kenji Kataoka
片岡 憲二
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.)
Mitsubishi Electric Corp
Original Assignee
Mitsubishi Electric 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 Mitsubishi Electric Corp filed Critical Mitsubishi Electric Corp
Priority to JP23793089A priority Critical patent/JPH03100213A/en
Publication of JPH03100213A publication Critical patent/JPH03100213A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To improve the snow melting faculty by suppressing the exfoliation between one side of a heat pipe and a heat radiation panel due to vibration by forming an accommodating groove which accommodates a part on the other side of a heat pipe formed on the heat radiation panel, in thermal contact with the heat radiation panel and supports said part in vibrationproof manners. CONSTITUTION:One edge side 9a of a heat pipe 9 is heated by the heat in the soil 2, and the working fluid in the heat pipe 9 is vaporized, and transferred to the other side 9b of the heat pipe 9. Since the temperature of a heat radiation panel 10 arranged in a snow storage groove 7 is lower than that of the soil 2, the vapor of the working fluid is condensed and liquefied, and liberates the condensation latent heat into the hat radiation panel 10. Further, the heat radiation panel 10 is heated by the condensation latent heat, and the temperature is raised, and the liquefied working fluid is returned to one side 9a of the heat pipe 9. Through the natural repetition of the above-described operations, snow 8 is melting-processed, and the heat transmission area is increased by an accommodation groove 11 between the other side 9b of the heat pipe 9 and the heat radiation panel 10, and the snow melting faculty is improved drastically.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は例えば高架軌道上の列車によって排除され貯
雪溝内に堆積した雪を融解処理し、列車走行を円滑にす
る融雪装置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 device that melts snow that has been removed by a train on an elevated track and accumulated in a snow storage groove, thereby smoothing the running of the train. .

〔従来の技術〕[Conventional technology]

従来の融雪装置は例えば実開昭56−68017号公報
に示でれたものがあり、これを高架橋の高架軌道横に設
けられた貯雪溝内に堆積した雪の融解処理に利用した場
合を第5図及び第6図に示し、第5図は縦断面図、第6
図は横断面図をそれぞれ示し、これら各図において、(
1)は基礎部が土壌(2)中に埋設された橋脚、(8)
は橋脚(1)の上部に設けられた高架橋であり、高架橋
側壁(3a)と高架橋床(3b)を有している。(4)
は高架橋床(3b)に敷設された列車の高架軌道であわ
、枕木(5)とレール(6)とから構成されている。(
7)は高架軌道(4)横に平行して設けられた貯雪溝、
(8)は列車によって排除され貯雪溝(7)内に堆積し
た雪、(9)は−吉例(9a)が土壌(2)中に埋設さ
れ、他方側(9b)が高架橋(3)の貯雪溝(7)底の
下部に埋設され、内部に水、アンモニア等の作動流体が
封入されたヒートパイプである。
For example, a conventional snow melting device is disclosed in Japanese Utility Model Application Publication No. 56-68017, and this device is used to melt snow accumulated in a snow storage groove installed next to an elevated track of an elevated bridge. 5 and 6, FIG. 5 is a vertical cross-sectional view, and FIG.
The figures each show a cross-sectional view, and in each of these figures (
1) is a pier whose foundation is buried in soil (2), (8)
is a viaduct provided on the upper part of the pier (1), and has a viaduct side wall (3a) and a viaduct floor (3b). (4)
is an elevated train track laid on the viaduct floor (3b), and consists of sleepers (5) and rails (6). (
7) is an elevated track (4) snow storage grooves installed parallel to the side;
(8) is the snow that was removed by the train and accumulated in the snow storage ditch (7), (9) is - Case (9a) is buried in the soil (2), and the other side (9b) is the snow storage on the viaduct (3) This is a heat pipe that is buried in the lower part of the bottom of the groove (7) and has a working fluid such as water or ammonia sealed inside.

次に動作について説明する。冬期において降雪があると
、列車の軌溝上に積もった雪を軌道外に排除し、列車走
行を円滑に運ぶ必要がある。軌道が高架橋(8)の上に
設けられている場合は高架橋側壁(3a)があるため高
架橋(8)の外へ雪を排除することが困難であるので、
高架橋床(3b)に高架軌道(4)と平行に貯雪溝(7
)を設け、この貯雪溝(γ)内に排除した雪(8)を堆
積させて貯留した上、この雪(8)をヒートパイプ(9
)の熱輸送作用により融解処理している。すなわち、ヒ
ートパイプ(9)の一方側(9a)の温度に対しヒート
パイプ(9)の他方側(9b)の温度が低くなると熱輸
送が行われる。例えば、積雪状態で貯雪溝(γ)内の温
度が00C程度となる。一方、土壌(2)中の温度は地
中法−glOm程度において冬期でも平均13〜158
0程度である。この土壌(2)中の熱によりヒートパイ
プ(9)の一方側(9a)が加熱されヒートパイプ(9
)内の作動流体は蒸気化し土壌(2)中の熱量を蒸発潜
熱として奪いヒートパイプ(9)内を通ってヒートパイ
プ(9)の他方側(9b)に移動する。
Next, the operation will be explained. When it snows in the winter, it is necessary to remove the snow that has accumulated on the train tracks to ensure smooth running of the train. If the track is installed on the viaduct (8), it is difficult to remove snow from the viaduct (8) due to the side walls (3a) of the viaduct.
Snow storage groove (7) parallel to the elevated track (4) on the viaduct floor (3b)
), the removed snow (8) is accumulated and stored in this snow storage groove (γ), and this snow (8) is transferred to a heat pipe (9).
) is melted by the heat transport effect. That is, when the temperature on the other side (9b) of the heat pipe (9) becomes lower than the temperature on one side (9a) of the heat pipe (9), heat transport occurs. For example, in snowy conditions, the temperature inside the snow storage groove (γ) is about 00C. On the other hand, the temperature in the soil (2) is on average 13 to 158°C even in winter when using the underground method at -glOm.
It is about 0. The heat in this soil (2) heats one side (9a) of the heat pipe (9), causing the heat pipe (9) to heat up.
The working fluid in ) is vaporized, removes the amount of heat in the soil (2) as latent heat of vaporization, and moves through the heat pipe (9) to the other side (9b) of the heat pipe (9).

ヒートパイプ(9)の他方側(9b)に移動した作動流
体の蒸気は貯雪溝(γ)側の方が土壌(2)側より低い
温度のため凝縮液化して貯雪溝(7ン側に凝縮潜熱を放
出する。液化した作動流体はヒートパイプ(9)の内壁
面を伝ってヒートパイプ(9)の一方側(9a)に還流
する。以上の動作が自然的に繰り返し行われることによ
り、土壌+21の持つ熱量る貯雪溝(7)側に熱輸送し
、貯雪溝(7)内を0°C以上に加熱することができ、
貯雪溝(γ)内に堆積した雪(8)を融解処理している
The steam of the working fluid that has moved to the other side (9b) of the heat pipe (9) is condensed and liquefied because the temperature on the snow storage groove (γ) side is lower than that on the soil (2) side, and condenses on the snow storage groove (7n side). Releases latent heat.The liquefied working fluid flows along the inner wall surface of the heat pipe (9) and flows back to one side (9a) of the heat pipe (9).By naturally repeating the above operation, the soil +21 can transport heat to the snow storage groove (7) side and heat the inside of the snow storage groove (7) to 0°C or higher,
The snow (8) accumulated in the snow storage groove (γ) is being melted.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

しかしながら上述した従来装置では、高架軌道(4)を
走行する列車によって高架橋(8)が振動するため、ヒ
ートパイプ(9)の他方側(9b)は貯雪溝(ア)底の
下部深部のコンクリート中に埋設する必要がありその埋
設工事が大変面倒なものとなっていた。また、貯雪溝(
γ)内の雪の融解処理が貯雪溝(ア)底から遠い距離を
隔てて配置されたヒートパイプ(9)の他方側(9b)
から厚みのあるコンクリートを通じてのものであり、熱
伝達効率が悪く融雪性能が低いものとなっていた。その
結果、負荷応答性が悪く、必要なときに速やかに融雪性
能を発揮できなくなっていた。
However, in the conventional device described above, since the viaduct (8) is vibrated by the train running on the elevated track (4), the other side (9b) of the heat pipe (9) is in the concrete deep below the bottom of the snow storage groove (A). It was necessary to bury it in the ground, making the burying work extremely troublesome. In addition, snow storage ditch (
γ) The other side (9b) of the heat pipe (9) is placed at a far distance from the bottom of the snow storage groove (A).
This was done through thick concrete, resulting in poor heat transfer efficiency and poor snow melting performance. As a result, load response was poor, and snow melting performance could not be demonstrated promptly when required.

この発明は上記のような課題を解決するためになされた
ものであり、融雪性能が高い融雪装置を得ることを目的
とする。
This invention was made in order to solve the above-mentioned problems, and an object thereof is to obtain a snow melting device with high snow melting performance.

〔課題を解決するための手段〕[Means to solve the problem]

この発明に係る融雪装置は、高架橋の高架軌道槽にその
高架軌道上の列車により排除された雪を貯留する貯雪溝
を設け、この貯留溝内にヒートパイプの他方側を配電し
、貯留溝内に配設され雷が堆積される放熱パネルを設け
、放熱パネルに形成されヒートパイプの他方側の一部を
放熱パネルと熱的接触させて収容して耐震支持する収容
溝を設けたものである。
The snow melting device according to the present invention includes a snow storage groove for storing snow removed by trains on the elevated track in an elevated track tank of an elevated bridge, and electricity is distributed to the other side of the heat pipe within the storage groove. A heat dissipation panel is provided on which the lightning is deposited, and an accommodation groove is formed on the heat dissipation panel to house a part of the other side of the heat pipe in thermal contact with the heat dissipation panel for seismic support. .

〔作用〕[Effect]

この発明における融雪装置は、貯留溝内に配設ぢれ放熱
パネルに形成した収容溝に収容されたヒートパイプの他
方側から放熱パネルに効率的に熱伝達され、放熱パネル
上に堆積した雪を速やかに融解処理する。また、収容溝
によりヒートパイプの他方側を放熱パネルに耐震支持し
、高架軌道上を走行する列車による振動によってヒート
パイプの他方側と放熱パネルとの剥離を阻止する。
In the snow melting device of the present invention, heat is efficiently transferred to the heat dissipation panel from the other side of the heat pipe housed in the accommodation groove formed in the heat dissipation panel and disposed in the storage groove, and snow accumulated on the heat dissipation panel is removed. Thaw promptly. Moreover, the other side of the heat pipe is seismically supported by the heat dissipation panel by the accommodation groove, and separation of the other side of the heat pipe and the heat dissipation panel due to vibrations caused by trains running on the elevated track is prevented.

〔実施例〕〔Example〕

以下、この発明の一実施例を第1図乃至第3図に基づい
て説明する。第1図乃至第3図において、(1)は橋脚
、(8)は高架橋、  (3b)は高架橋床、(4)は
高架軌道、(6)は枕木、(6)はレール、(7)は貯
雪溝、(8)は雪、(9)はヒートパイプであ均、他方
側(9b)が貯雪溝(7)内に配置されている。α(至
)は貯雪溝(γ)内ニ装置された放熱パネルであり、こ
の放熱パネルαO)上に雪が堆積される。συは放熱パ
ネルαO)に形成でれ、ヒートパイプ(9)の他方側(
9b)の一部を放熱パネルα0と熱的接触させて収容し
て耐震支持する収容溝であり、ヒートパイプ(9)の他
方側(9b)と放熱パネル叫との熱伝達面積を増大して
融雪性能を向上させると共に高架軌道(4)上を走行す
る列車による振動によってヒートパイプ(9)の他方側
(9b)と放熱パネル(至)との剥離を阻止する。
An embodiment of the present invention will be described below with reference to FIGS. 1 to 3. In Figures 1 to 3, (1) is a bridge pier, (8) is an elevated bridge, (3b) is an elevated bridge floor, (4) is an elevated track, (6) is a sleeper, (6) is a rail, (7) is a snow storage groove, (8) is snow, (9) is a heat pipe, and the other side (9b) is arranged in the snow storage groove (7). α (to) is a heat dissipation panel installed in the snow storage groove (γ), and snow is accumulated on this heat dissipation panel αO). συ is formed on the heat dissipation panel αO) and on the other side of the heat pipe (9) (
9b) is housed in thermal contact with the heat dissipation panel α0 for seismic support, and increases the heat transfer area between the other side (9b) of the heat pipe (9) and the heat dissipation panel α0. This improves snow melting performance and prevents the other side (9b) of the heat pipe (9) from peeling off from the heat dissipation panel (toward) due to vibrations caused by trains running on the elevated track (4).

次に動作について説明する。冬期において降雪があると
、列車の高架軌道(4)上や貯雪溝(γ)内に配置され
た放熱パネルα切上に積雪する。高架軌道(4)上の積
雪はレールI6)上を走行するロータリー車あるいは先
頭列車(図示せず)によって排除され、貯雪溝(7ン内
の放熱パネルα臼上に堆積する。一方、土壌(2)中の
熱によりヒートパイプ(9)の一方側(9a)が加熱さ
れ、ヒートパイプ(9)内の作動流体は蒸気化し土壌(
2)の熱量を蒸発潜熱として奪いヒートパイプ(9)内
を通って貯雷溝(ア)内に配置されたヒートパイプ(9
)の他方側(9b)に移動する。ヒートパイプ(9)の
他方側(9b)に移動した作動流体の蒸気は貯雪溝(γ
)内に配置された放熱パネルαQの方が土壌(2)よシ
低い温度のため凝縮液化して貯雷溝(γ)内に配置され
た放熱パネルα〔に凝縮潜熱を放出する。この凝縮潜熱
により放熱パネル叫は加熱されて温度が高くなる。液化
した作動流体はヒートパイプ(9)の内壁面を伝ってヒ
ートパイプ(9)の一方何(9a)に還流する。以上の
動作が自然的に繰り返し行われることにより、土壌(2
)の熱量がヒートパイプ(9)によシ放熱パネル叫に効
率的に熱輸送され、放熱パネルα〔が0°C以上に加熱
され、貯雪溝(γ)内の放熱パネルαQ上に堆積した雪
(8)を融解処理する。且つヒートパイプ(9)の他方
側(9b)と放熱パネルαCとは収容溝aυにより熱伝
達面積を増大しておシその融雪性能を著しく向上させる
ことができる。
Next, the operation will be explained. When it snows in winter, snow accumulates on the elevated train tracks (4) and on the heat dissipation panels α arranged in the snow storage grooves (γ). The snow on the elevated track (4) is removed by the rotary car or the lead train (not shown) running on the rail I6) and deposited on the heat dissipation panel α in the snow storage groove (7). 2) One side (9a) of the heat pipe (9) is heated by the heat inside, and the working fluid inside the heat pipe (9) is vaporized and released into the soil (
The heat pipe (9) disposed in the lightning storage groove (A) passes through the heat pipe (9) and absorbs the heat amount of 2) as evaporative latent heat.
) to the other side (9b). The steam of the working fluid that has moved to the other side (9b) of the heat pipe (9) flows into the snow storage groove (γ
Since the temperature of the heat dissipation panel αQ disposed in the lightning storage groove (γ) is lower than that of the soil (2), the heat dissipation panel αQ condenses and liquefies and releases condensed latent heat to the heat dissipation panel α [ disposed within the lightning storage groove (γ). This condensed latent heat heats the heat dissipation panel and raises its temperature. The liquefied working fluid flows along the inner wall surface of the heat pipe (9) and returns to one end (9a) of the heat pipe (9). By repeating the above operations naturally, soil (2
) was efficiently transported to the heat dissipation panel through the heat pipe (9), and the heat dissipation panel α was heated to 0°C or higher, and deposited on the heat dissipation panel αQ in the snow storage groove (γ). Melt the snow (8). Moreover, the heat transfer area between the other side (9b) of the heat pipe (9) and the heat dissipation panel αC is increased by the accommodation groove aυ, and the snow melting performance thereof can be significantly improved.

さらに、高架軌道(4)上を列車が走行すると高架橋(
8)が振動するが、ヒートパイプ(9)の他方側(9b
)が放熱パネルαQに形成した収容溝0υによって耐震
支持したことにより、ヒートパイプ(91の他方側(9
b)が放熱パネル(至)から剥離するのを阻止し、振動
に対して安定した融雪性能を発揮することができる。
Furthermore, when a train runs on the elevated track (4), the elevated track (
8) vibrates, but the other side (9b) of the heat pipe (9)
) was seismically supported by the accommodation groove 0υ formed in the heat dissipation panel αQ, so that the other side of the heat pipe (91
b) is prevented from peeling off from the heat dissipation panel, and stable snow melting performance against vibrations can be exhibited.

また、第4図に示すように放熱パネル(至)の上側に収
容溝αυを形成しその収容溝αυにヒートパイプ(9)
の他方側(9b)を配置した構造としてもよく、上記実
施例と同様の効果を奏する。
In addition, as shown in Fig. 4, an accommodation groove αυ is formed on the upper side of the heat dissipation panel (to), and a heat pipe (9) is placed in the accommodation groove αυ.
It is also possible to adopt a structure in which the other side (9b) is arranged, and the same effect as in the above embodiment can be obtained.

以上のように、ヒートパイプの他方側を高架橋のコンク
リート中に埋設するのではなく、貯雷溝内に配置するの
で、ヒートパイプの配設工事が簡易となると共にコンク
リートを通じた間接的な融解処理ではなく放熱パネルに
よシ直接的な融解処理であり、融雪性能が著しく高いも
のとなる。その結果、負荷応答性が良くなると共に必要
なときに速やかに十分に融雪性能を発揮することができ
る。
As described above, the other side of the heat pipe is not buried in the concrete of the viaduct, but is placed in the lightning storage trench, which simplifies the heat pipe installation work and allows indirect melting through the concrete. Instead, the melting process is performed directly on the heat dissipation panel, resulting in extremely high snow melting performance. As a result, load responsiveness is improved and snow melting performance can be quickly and adequately demonstrated when necessary.

タカ、ヒートパイプの一方側を温水により直接的あるい
は間接的にするようにしてもよいことは勿論のことであ
る。
Of course, one side of the heat pipe may be directly or indirectly connected to hot water.

〔発明の効果〕〔Effect of the invention〕

この発明は以上説明した通り、貯雪溝内に配設されたヒ
ートパイプの他方側と放熱パネルとの熱伝達面積を増大
してヒートパイプの他方側から放熱パネルに効率的に熱
伝達するようにしたので、放熱パネル上に堆積した雪を
直接的に融解処理することができ、融雪性能が高く応答
の早い融雪装置を得ることができる。ざらに、ヒートパ
イプの他方側を放熱パネルに形成した収容溝に耐震支持
したことより、高架軌道上を走行する列車による振動に
よってヒートパイプの他方側と放熱パネルとの剥離を阻
止することができ、振動に対して安定した融雪性能を発
揮することができる。
As explained above, this invention increases the heat transfer area between the other side of the heat pipe arranged in the snow storage groove and the heat radiation panel, so that heat can be efficiently transferred from the other side of the heat pipe to the heat radiation panel. Therefore, the snow accumulated on the heat dissipation panel can be directly melted, and a snow melting device with high snow melting performance and quick response can be obtained. In general, by earthquake-proofing the other side of the heat pipe in a storage groove formed in the heat dissipation panel, it is possible to prevent the other side of the heat pipe from separating from the heat dissipation panel due to vibrations caused by trains running on elevated tracks. , it can demonstrate stable snow melting performance against vibrations.

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

第1図はこの発明の一実施例による融雪装置を示す横断
面図、第2図は第1図■−■線における断面図、第3図
は第2図1−1線における断面図第4図はこの発明の他
の実施例による融雪装置を示す断面図、第5図及び第6
図は従来の融雪装置を示す縦断面図及び横断面図である
。 図において、(8)は高架橋、(4)は高架軌道、(γ
)は貯雪溝、(8)は雪、(9)はヒートパイプ、 (
101は放熱パネル、συは収容溝である。 尚、図中同一符号は同一または相当部分を示す。
Fig. 1 is a cross-sectional view showing a snow melting device according to an embodiment of the present invention, Fig. 2 is a sectional view taken along the line ■-■ in Fig. 1, and Fig. 3 is a sectional view taken along the line 1-1 in Fig. 2. 5 and 6 are cross-sectional views showing snow melting devices according to other embodiments of the present invention.
The figures are a vertical cross-sectional view and a cross-sectional view showing a conventional snow melting device. In the figure, (8) is an elevated bridge, (4) is an elevated track, (γ
) is snow storage ditch, (8) is snow, (9) is heat pipe, (
101 is a heat dissipation panel, and συ is a housing groove. Note that the same reference numerals in the figures indicate the same or corresponding parts.

Claims (1)

【特許請求の範囲】[Claims]  高架橋の高架軌道横に設けられ、上記高架軌道上の列
車によつて排除された雪を貯留する貯雪溝と、上記貯雪
溝内に他方側が配設されたヒートパイプと、上記貯雪溝
内に配設された上記雪が堆積される放熱パネルと、上記
放熱パネルに形成され、上記ヒートパイプの他方側の一
部を上記放熱パネルと熱的接触させて収容して耐震支持
する収容溝とを備えたことを特徴とする融雪装置。
A snow storage groove is provided next to the elevated track of the elevated track and stores snow removed by trains on the elevated track, and a heat pipe is provided on the other side within the snow storage groove, and a heat dissipation panel on which the snow is deposited; and an accommodation groove formed in the heat dissipation panel to accommodate and provide seismic support for a part of the other side of the heat pipe in thermal contact with the heat dissipation panel. A snow melting device characterized by:
JP23793089A 1989-09-13 1989-09-13 Snow melting device Pending JPH03100213A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23793089A JPH03100213A (en) 1989-09-13 1989-09-13 Snow melting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23793089A JPH03100213A (en) 1989-09-13 1989-09-13 Snow melting device

Publications (1)

Publication Number Publication Date
JPH03100213A true JPH03100213A (en) 1991-04-25

Family

ID=17022562

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23793089A Pending JPH03100213A (en) 1989-09-13 1989-09-13 Snow melting device

Country Status (1)

Country Link
JP (1) JPH03100213A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8035754B2 (en) 2005-07-28 2011-10-11 Sharp Kabushiki Kaisha Receiver apparatus and information recording/outputting apparatus

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8035754B2 (en) 2005-07-28 2011-10-11 Sharp Kabushiki Kaisha Receiver apparatus and information recording/outputting apparatus

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