JPH09328708A - Road heater - Google Patents
Road heaterInfo
- Publication number
- JPH09328708A JPH09328708A JP16817096A JP16817096A JPH09328708A JP H09328708 A JPH09328708 A JP H09328708A JP 16817096 A JP16817096 A JP 16817096A JP 16817096 A JP16817096 A JP 16817096A JP H09328708 A JPH09328708 A JP H09328708A
- Authority
- JP
- Japan
- Prior art keywords
- road
- steel pipe
- fixing member
- heating unit
- holding
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 38
- 239000010959 steel Substances 0.000 claims abstract description 38
- 238000010438 heat treatment Methods 0.000 claims abstract description 24
- 239000010426 asphalt Substances 0.000 claims abstract description 9
- 239000000155 melt Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 5
- 238000002844 melting Methods 0.000 description 5
- 238000009413 insulation Methods 0.000 description 4
- 230000008018 melting Effects 0.000 description 3
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 229910052802 copper Inorganic materials 0.000 description 2
- 239000010949 copper Substances 0.000 description 2
- 230000003247 decreasing effect Effects 0.000 description 2
- 238000005485 electric heating Methods 0.000 description 2
- 239000008397 galvanized steel Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000004020 conductor Substances 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000004132 cross linking Methods 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 229920000098 polyolefin Polymers 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Cleaning Of Streets, Tracks, Or Beaches (AREA)
- Road Paving Structures (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、道路に埋設し、路
面の融雪及び路面の凍結を防止するロードヒーターに関
する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a road heater which is buried in a road to prevent snow melting on the road surface and freezing on the road surface.
【0002】[0002]
【従来の技術】従来の融雪道路は、金属抵抗線を合成樹
脂材料で被覆した電熱線を、道路の基礎路盤上に直接埋
設していた。2. Description of the Related Art In a conventional snow-melting road, a heating wire in which a metal resistance wire is covered with a synthetic resin material is directly buried on a foundation roadbed of the road.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、上述の
融雪道路は、アスファルト舗装部が真夏の太陽熱によっ
て緩み、軟弱路面となり、車両の重量や走行方向、又は
急発進、急停止によって路面が凸凹になったり、波打っ
たりして路面層に移動現象が発生し、埋設した電熱線が
断線したり、絶縁不良を起こして融雪不良になる事故が
発生したり、電熱線に障害が発生しなくても、施工時に
は熱量計算から埋設する電熱線の間隔を予め設定してあ
るが、路面の変化に伴って、その間隔が変わり、均一に
融雪をすることができなくなる恐れがあると共に、路面
凍結時には解凍されない場所も発生し、事故発生の恐れ
があった。However, in the above-mentioned snow-melting road, the asphalt pavement part is loosened by the heat of the sun in midsummer and becomes a soft road surface. Even if there is a movement phenomenon in the road surface layer due to rustling or waviness, the embedded heating wire is broken, there is an accident that causes insulation failure and snow melting failure, or there is no failure in the heating wire , The interval of the heating wire to be buried is preset from the calorific value calculation at the time of construction, but with the change of the road surface, the interval may change, and it may not be possible to melt snow evenly, and it is thawed when the road surface freezes. There were some places that were not closed and there was a risk of an accident.
【0004】本発明は上記問題点を解消し、路面の変形
による発熱体の移動を防止し、発熱体に加わる外力に起
因する事故を未然に防止するとともに、施工作業の効率
向上を図ることができるロードヒーターを提供すること
をその課題とする。The present invention solves the above problems, prevents the heating element from moving due to deformation of the road surface, prevents accidents due to external force applied to the heating element, and improves the efficiency of construction work. It is an object to provide a load heater that can be used.
【0005】[0005]
【課題を解決するための手段】前記課題を解決するた
め、本発明に係るロードヒーターは、アスファルト舗装
道路の地中に所定間隔をおいて並設した多数の鋼管に発
熱体を通し、該発熱体の熱で路面の融雪を行うロードヒ
ーターであって以下の要件を備えたことを特徴とする。 (イ)上記鋼管を地中に固定する固定部材を備えたこと (ロ)上記固定部材には上記鋼管を保持する保持部を所
定間隔をおいて複数形成するとともに、下方に突出して
複数のアンカーを設けたこと (ハ)上記アンカーの下部は、異なる方向に直角に折り
曲げられていることIn order to solve the above-mentioned problems, a road heater according to the present invention has a structure in which a heating element is passed through a large number of steel pipes arranged in parallel in the ground of an asphalt paved road at predetermined intervals. A road heater that melts snow on the road surface with the heat of the body and has the following requirements. (A) A fixing member for fixing the steel pipe to the ground is provided. (B) A plurality of holding portions for holding the steel pipe are formed at predetermined intervals on the fixing member, and a plurality of anchors are projected downward. (C) The lower part of the anchor is bent at a right angle in different directions.
【0006】[0006]
【発明の実施の形態】以下、図面によって本発明の実施
の形態について説明する。BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings.
【0007】図1は本発明に係るロードヒーターを示
し、このロードヒーターは通電することにより発熱する
発熱体1と、該発熱体1を通した鋼管2と、この鋼管2
を固定する固定部材3とで構成されている。FIG. 1 shows a load heater according to the present invention. The load heater generates heat when energized, a steel pipe 2 passing through the heat generator 1, and this steel pipe 2.
And a fixing member 3 for fixing.
【0008】発熱体1は、例えば株式会社化研の自己温
度制御方式のKEMー1又はKEMー2を使用すればよ
い。この発熱体1は図2に示すように、2本の導体(銅
の撚り線)6に放射線架橋ポリマーと導電性カーボンの
混合物からなる発熱抵抗体7で連続的に並行回路を形成
し、フッ素樹脂からなる絶縁被覆8をするとともに、錫
メッキ銅編組9を装備し、ポリオレフィンからなる外装
絶縁被覆10を施したもので、周囲温度の高低により放
射線架橋ポリマーが膨張・収縮して導電性カーボンの結
合密度を変化させて抵抗値の増減を行い、一定の温度を
維持するように熱出力のコントロールができるように設
けられているものである。The heating element 1 may be, for example, KEM-1 or KEM-2 of Kaken Co., Ltd., which employs a self-temperature control method. As shown in FIG. 2, this heating element 1 has two conductors (strands of copper) 6 and a heating resistor 7 made of a mixture of a radiation-crosslinking polymer and conductive carbon to continuously form a parallel circuit. Insulation coating 8 made of resin, tin-plated copper braid 9 and exterior insulation coating 10 made of polyolefin are applied. The resistance is increased or decreased by changing the coupling density, and the heat output can be controlled so as to maintain a constant temperature.
【0009】上記発熱体1は、図1に示すように、亜鉛
メッキが施された鋼管2の中を貫通して配置され、20
0Vで使用した場合、発熱体の最高温度は70〜75度
になるように設定されている。As shown in FIG. 1, the heating element 1 is arranged so as to penetrate through a galvanized steel pipe 2,
When used at 0V, the maximum temperature of the heating element is set to 70 to 75 degrees.
【0010】ところで、上記鋼管2は、図3に示すよう
に基礎路盤a上に、両端近傍を固定部材3で固定される
とともに、両端が路肩bに達するように所定間隔をおい
て多数並設された後、その上部をアスファルト舗装で覆
われている。By the way, as shown in FIG. 3, the steel pipes 2 are fixed on the foundation roadbed a by fixing members 3 near both ends, and a large number of the steel pipes 2 are arranged side by side at predetermined intervals so that both ends reach the road shoulders b. After that, its upper part is covered with asphalt pavement.
【0011】上記固定部材3は、亜鉛メッキが施された
長板状の鋼板で、図1に示すように、上記鋼管2を嵌合
させる逆U字状の切り欠きからなる保持部5が所定間隔
をおいて形成されるとともに、亜鉛メッキが施された丸
鋼を略L字状に折り曲げたアンカー4が下方に突出する
ように溶接固定されている。The fixing member 3 is a galvanized steel plate having a long plate shape, and as shown in FIG. 1, a holding portion 5 consisting of an inverted U-shaped notch for fitting the steel pipe 2 is predetermined. The anchors 4, which are formed at intervals and which are formed by bending galvanized round steel into a substantially L shape, are welded and fixed so as to project downward.
【0012】なお、上記アンカー4は、下部は直角に折
り曲げられ、その折り曲げられた折り曲げ部4aが、そ
れぞれ異なる方向を向くように固定部材3に溶接固定さ
れ、固定部材3を基礎路盤に埋設した時、基礎路盤を確
実にグリップし、アスファルト路面の変形による前後、
左右及び上下方向の外圧で固定部材(鋼管)の埋設位置
が変わらないように形成されている。The lower portion of the anchor 4 is bent at a right angle, and the bent portions 4a are welded and fixed to the fixing member 3 so as to face different directions, and the fixing member 3 is embedded in the foundation roadbed. When gripping the foundation roadbed, the front and rear due to deformation of the asphalt road surface,
It is formed so that the embedded position of the fixing member (steel pipe) does not change due to external pressure in the left-right and up-down directions.
【0013】本発明のロードヒーターでは、外径27.
5ミリの鋼管2を使用し、長さ500ミリの固定部材3
に100ミリ間隔で保持部5を形成し、約350ミリの
長さのアンカー4は下端から約50ミリの位置で直角に
折り曲げられ、上部が固定部材3に溶接固定されてい
る。The load heater of the present invention has an outer diameter of 27.
Using a 5 mm steel pipe 2, a 500 mm long fixing member 3
The holding portions 5 are formed at 100 mm intervals, the anchor 4 having a length of about 350 mm is bent at a right angle at a position of about 50 mm from the lower end, and the upper portion is fixed to the fixing member 3 by welding.
【0014】なお、保持部5の間隔は100ミリに限定
されるものではなく、50ミリ間隔にしてもかまわない
し、150ミリ間隔にしてもよい。また、固定部材3の
長さも500ミリに限定されることはなく、1メートル
にしてもかまわない。また、アンカー4の数は3本に限
定されるものではなく、固定部材3の長さに対応して増
減させればよい。The distance between the holding portions 5 is not limited to 100 mm, and may be 50 mm or 150 mm. Further, the length of the fixing member 3 is not limited to 500 mm and may be 1 meter. Moreover, the number of anchors 4 is not limited to three, and may be increased or decreased according to the length of the fixing member 3.
【0015】上記構成のロードヒーターは、図4に示す
ように、鋼管2を固定部材3で基礎路盤a上に固定した
後、上からアスファルト材cで舗装され、道路両側の路
肩面bに突出した鋼管2の開口部から長尺の発熱体1を
U字型接続管11を接続しながら順次、管内に送り込む
ように蛇行挿入する。発熱体1を収容した後、封止キャ
ップ12と引き出し用キャップ13とで両端の開口部を
封止して防水処理及び電気絶縁処理が施されている(図
5参照)。As shown in FIG. 4, the load heater having the above-mentioned structure fixes the steel pipe 2 on the foundation roadbed a with the fixing member 3, and then paves it from above with the asphalt material c and projects it on the road shoulder surfaces b on both sides of the road. The long heating element 1 is inserted from the opening of the steel pipe 2 connected to the U-shaped connecting pipe 11 in a meandering manner so as to be sequentially fed into the pipe. After accommodating the heating element 1, the openings at both ends are sealed by the sealing cap 12 and the withdrawing cap 13 to be waterproofed and electrically insulated (see FIG. 5).
【0016】道路に埋設されたロードヒーターは、鋼管
2を固定する固定部材3に設けられたアンカー4が、恰
も木が根を張るように、それぞれ異なる方向にその先端
を基礎路盤中に広げ、グリップしているので、真夏の太
陽熱によってアスファルトが緩み、車両の重量や、車両
の急発進、急停止に起因する路面の変形により、鋼管2
を移動させるような外力が、前後、左右及び上下いずれ
の方向から加わっても、鋼管2は移動するようなことは
ない。In the road heater buried in the road, the anchor 4 provided on the fixing member 3 for fixing the steel pipe 2 spreads its tip into the foundation roadbed in different directions so that the root of the tree can be stretched. As it is gripped, the asphalt loosens due to the heat of the summer heat, and the weight of the vehicle and the deformation of the road surface caused by the sudden start and stop of the vehicle cause the steel pipe 2
The steel pipe 2 does not move even if an external force for moving the steel pipe 2 is applied from any of the front-back, left-right and up-down directions.
【0017】また、固定部材3にはあらかじめ所定間隔
をおいて、鋼管2を保持する保持部5が形成されている
ので、鋼管2をその保持部5に合わせて敷設すれば、正
確な間隔で、しかも多数の鋼管2を短時間に敷設するこ
とができ、ロードヒーターの施工工事の作業効率向上に
も貢献することができる。Further, since the holding member 5 for holding the steel pipe 2 is formed on the fixing member 3 at a predetermined interval in advance, if the steel pipe 2 is laid along with the holding member 5, the holding member 5 is laid at an accurate interval. In addition, a large number of steel pipes 2 can be laid in a short time, which can contribute to the improvement of work efficiency of road heater construction work.
【0018】なお、発熱体1には通電するだけで常に一
定温度を保持する自己温度制御方式の電気発熱体を使用
しているので、温度制御装置を特別に用意する必要がな
く、埋設後のロードヒーターの維持管理面に加えて、運
用管理面でも優れたロードヒーターを提供することがで
きる。Since the electric heating element 1 uses an electric heating element of a self-temperature control system which always keeps a constant temperature by simply energizing it, it is not necessary to prepare a temperature control device specially, and it is possible to use it after burying. It is possible to provide a load heater that is excellent in terms of operation and management in addition to maintenance and management of the load heater.
【0019】また、図6に示すように、固定部材3には
保持部5の上方に貫通孔15や、切り欠き16を形成し
てもかまわない。図7に示すように、保持部5に鋼管2
を保持させた後、ステンレス線や番線などの針金17で
鋼管2と固定部材3とを上記貫通孔15又は切り欠き1
6を経由して縛ることにより、鋼管2を固定部材3に確
実に固定することができ、道路の変形による鋼管の移動
を確実に防止することができる。なお、上記貫通穴と切
り欠きとは、1つの固定部材に両方形成されていてもよ
いし、何れか一方が形成されていてもよい。Further, as shown in FIG. 6, a through hole 15 or a notch 16 may be formed in the fixing member 3 above the holding portion 5. As shown in FIG. 7, the steel pipe 2 is attached to the holding portion 5.
After holding the steel pipe 2 and the fixing member 3 with a wire 17 such as a stainless wire or a wire, the through hole 15 or the notch 1
The steel pipe 2 can be reliably fixed to the fixing member 3 by tying it via 6, and the movement of the steel pipe due to the deformation of the road can be reliably prevented. In addition, both the through hole and the notch may be formed in one fixing member, or either one of them may be formed.
【0020】[0020]
【発明の効果】本発明のロードヒーターによれば、発熱
体を内設した鋼管を地中に固定する固定部材が、アンカ
ーで基礎路盤をグリップしているので、アスファルトの
路面が太陽熱で軟弱になって変形し、鋼管に与える外力
が発生しても鋼管が移動することがなく、鋼管の移動に
起因する発熱体の断線や絶縁不良による使用不能になる
事故を未然に防止することができ、融雪道路の維持管理
に有効なロードヒーターを提供することができる。According to the load heater of the present invention, since the fixing member for fixing the steel pipe having the heating element therein holds the foundation roadbed by the anchor, the asphalt road surface is softened by solar heat. Therefore, even if an external force is applied to the steel pipe, the steel pipe does not move, and it is possible to prevent the accident that becomes unusable due to the disconnection of the heating element or the insulation failure due to the movement of the steel pipe. It is possible to provide a road heater effective for maintenance of a snow melting road.
【0021】また、固定部材には所定間隔をおいて鋼管
を保持する保持部が形成されているので、その保持部に
保持させて鋼管を敷設すれば、短時間に正確な間隔で鋼
管を敷設することができ、施工工事の作業効率向上にも
貢献することができる。Further, since the holding member is formed on the fixing member at predetermined intervals to hold the steel pipes, if the steel pipes are laid while being held by the holding parts, the steel pipes can be laid at precise intervals in a short time. Therefore, it is possible to contribute to improving the work efficiency of the construction work.
【図1】本発明に係るロードヒーターの斜視図FIG. 1 is a perspective view of a road heater according to the present invention.
【図2】発熱体の構成を示す斜視図FIG. 2 is a perspective view showing the configuration of a heating element.
【図3】ロードヒーターの敷設を説明する平面図FIG. 3 is a plan view illustrating installation of a road heater.
【図4】上記ロードヒーターの埋設状態を説明する道路
の断面図FIG. 4 is a cross-sectional view of a road illustrating a buried state of the road heater.
【図5】ロードヒーターの敷設を説明する平面図FIG. 5 is a plan view illustrating installation of a road heater.
【図6】他の例のロードヒーターを示す正面図FIG. 6 is a front view showing another example of a load heater.
【図7】上記他の例のロードヒーターの斜視図FIG. 7 is a perspective view of a load heater of another example described above.
1 発熱体 2 鋼管 3 固定部材 4 アンカー 5 保持部 1 Heating element 2 Steel pipe 3 Fixing member 4 Anchor 5 Holding part
Claims (1)
をおいて並設した多数の鋼管に発熱体を通し、該発熱体
の熱で路面の融雪を行うロードヒーターであって以下の
要件を備えたことを特徴とするロードヒーター。 (イ)上記鋼管を地中に固定する固定部材を備えたこと (ロ)上記固定部材には上記鋼管を保持する保持部を所
定間隔をおいて複数形成するとともに、下方に突出して
複数のアンカーを設けたこと (ハ)上記アンカーの下部は、異なる方向に直角に折り
曲げられていること1. A road heater which passes a heating element through a large number of steel pipes arranged side by side at predetermined intervals in the ground of an asphalt pavement and melts snow on the road surface by the heat of the heating element, and has the following requirements. Road heater characterized by the fact. (A) A fixing member for fixing the steel pipe to the ground is provided. (B) A plurality of holding portions for holding the steel pipe are formed at predetermined intervals on the fixing member, and a plurality of anchors are projected downward. (C) The lower part of the anchor is bent at a right angle in different directions.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16817096A JPH09328708A (en) | 1996-06-07 | 1996-06-07 | Road heater |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16817096A JPH09328708A (en) | 1996-06-07 | 1996-06-07 | Road heater |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH09328708A true JPH09328708A (en) | 1997-12-22 |
Family
ID=15863106
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16817096A Pending JPH09328708A (en) | 1996-06-07 | 1996-06-07 | Road heater |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH09328708A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109811710A (en) * | 2017-11-21 | 2019-05-28 | 比亚迪股份有限公司 | Ice-melting assemblies, ice-melting devices and ice-melting trucks for rail beams |
| CN111501476A (en) * | 2020-04-29 | 2020-08-07 | 四川省公路规划勘察设计研究院有限公司 | Asphalt pavement shallow layer snow melting and deicing system and method |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05287703A (en) * | 1992-04-10 | 1993-11-02 | Sekisui Chem Co Ltd | Road surface heating device, construction method thereof, and piping unit for road surface heating device |
-
1996
- 1996-06-07 JP JP16817096A patent/JPH09328708A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05287703A (en) * | 1992-04-10 | 1993-11-02 | Sekisui Chem Co Ltd | Road surface heating device, construction method thereof, and piping unit for road surface heating device |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109811710A (en) * | 2017-11-21 | 2019-05-28 | 比亚迪股份有限公司 | Ice-melting assemblies, ice-melting devices and ice-melting trucks for rail beams |
| CN109811710B (en) * | 2017-11-21 | 2021-10-22 | 比亚迪股份有限公司 | Ice-melting assemblies, ice-melting devices and ice-melting trucks for rail beams |
| CN111501476A (en) * | 2020-04-29 | 2020-08-07 | 四川省公路规划勘察设计研究院有限公司 | Asphalt pavement shallow layer snow melting and deicing system and method |
| CN111501476B (en) * | 2020-04-29 | 2021-12-07 | 四川省公路规划勘察设计研究院有限公司 | Asphalt pavement shallow layer snow melting and deicing system and method |
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