JP2518727Y2 - Road heating pipe - Google Patents

Road heating pipe

Info

Publication number
JP2518727Y2
JP2518727Y2 JP10332990U JP10332990U JP2518727Y2 JP 2518727 Y2 JP2518727 Y2 JP 2518727Y2 JP 10332990 U JP10332990 U JP 10332990U JP 10332990 U JP10332990 U JP 10332990U JP 2518727 Y2 JP2518727 Y2 JP 2518727Y2
Authority
JP
Japan
Prior art keywords
pipe
asphalt
cross
heat
road heating
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 - Fee Related
Application number
JP10332990U
Other languages
Japanese (ja)
Other versions
JPH0461110U (en
Inventor
淨 高橋
武夫 福田
Original Assignee
三菱化学産資株式会社
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 三菱化学産資株式会社 filed Critical 三菱化学産資株式会社
Priority to JP10332990U priority Critical patent/JP2518727Y2/en
Publication of JPH0461110U publication Critical patent/JPH0461110U/ja
Application granted granted Critical
Publication of JP2518727Y2 publication Critical patent/JP2518727Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、アスファルト舗装路の積雪と凍結を防止
するために、同舗装路に埋設して熱媒を流すロードヒー
ティング用パイプに関するものである。
[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a road heating pipe which is embedded in an asphalt pavement to flow a heating medium in order to prevent snow accumulation and freezing. is there.

〔従来の技術〕[Conventional technology]

従来のこの種のロードヒーティング用パイプとして
は、床暖房や給湯用管として使用されている架橋ポリエ
チレンパイプが知られている。
As this type of conventional pipe for road heating, a cross-linked polyethylene pipe used as a pipe for floor heating and hot water supply is known.

第2図は、この架橋ポリエチレンパイプを使用したア
スファルト舗装路の一例を断面で示したもので、その施
工は次の手順で行われている。
FIG. 2 shows an example of a cross section of an asphalt pavement using this crosslinked polyethylene pipe in cross section, and the construction is carried out by the following procedure.

(1)まず、整地した地盤の上に小石,砂等を敷きつめ
て転圧し、その上にならしアスファルトを流して路盤11
を作る。
(1) First, pave pebbles, sand, etc. on the ground that has been leveled, roll it, and then level the asphalt and pave it 11
make.

(2)ついで、路盤11の上に縦横に組合せた溶接金網12
を敷き、その上に架橋ポリエチレンパイプ13を配管し、
これを固定金具(図示せず)で溶接金網12に固定する。
(2) Next, welded wire mesh 12 that is vertically and horizontally combined on the roadbed 11
Lay a pipe cross-linked polyethylene pipe 13 on it,
This is fixed to the welding wire net 12 with a fixing metal fitting (not shown).

(3)しかるのち、表層として150〜220℃に加熱したア
スファルトを打ち込んでならした後、ローラーで転圧す
る。14はこのようにして得られたアスファルト層であ
る。
(3) After that, asphalt heated to 150 to 220 ° C. is driven in as a surface layer, and after that, it is rolled by a roller. 14 is the asphalt layer thus obtained.

〔考案が解決しようとする課題〕[Problems to be solved by the device]

しかし、アスファルト舗装路の場合は、上述のように
架橋ポリエチレンパイプ13の上から150〜220℃に加熱し
たアスファルトを打ち込むので、次のような問題があっ
た。
However, in the case of an asphalt pavement, since the asphalt heated to 150 to 220 ° C. is driven from above the crosslinked polyethylene pipe 13 as described above, there are the following problems.

すなわち、架橋ポリエチレンパイプ13が打ち込まれた
アスファルトの熱で軟化してアスファルトフィニッシャ
ー等の荷重で潰れる。その結果、熱媒がその中をスムー
ズに流れなくなる。
That is, the cross-linked polyethylene pipe 13 is softened by the heat of the asphalt driven and crushed by a load such as an asphalt finisher. As a result, the heat medium does not flow smoothly through it.

この考案は、このような従来の問題点を解決するため
になされたもので、アスファルトを打ち込んだときに、
その熱で軟化して潰れるおそれのないロードヒーティン
グ用パイプを提供することを目的とする。
This invention was made in order to solve such conventional problems, and when asphalt is driven,
An object of the present invention is to provide a pipe for road heating which is not softened and crushed by the heat.

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

この考案が提供するロードヒーティング用パイプは、
架橋ポリエチレンパイプの外周面に、秤量5〜100g/
m2、厚さ0.05〜1mmの不織布をすき間なく巻き付けて構
成したものである。
The pipe for road heating provided by this device is
Weighing 5-100g / on the outer surface of cross-linked polyethylene pipe
It is made by winding a non-woven fabric with m 2 and a thickness of 0.05 to 1 mm without gaps.

上記架橋ポリエチレンパイプは、内径10〜30mm、肉厚
1〜3mm程度のものが標準サイズである。不織布の素材
は、飽和ポリエステル,ナイロン,ポリプロピレン,ア
クリル樹脂等の熱可塑性合成樹脂である。
The standard size of the crosslinked polyethylene pipe has an inner diameter of 10 to 30 mm and a wall thickness of about 1 to 3 mm. The material of the non-woven fabric is a thermoplastic synthetic resin such as saturated polyester, nylon, polypropylene or acrylic resin.

不織布の秤量と厚さを上記範囲に限定したのは、次の
ような理由による。
The reason why the weight and thickness of the nonwoven fabric are limited to the above range is as follows.

すなわち、秤量と厚さが、それぞれ5g/m2と0.05mm未
満であると、不織布の断熱効果が小さくなるので、パイ
プ表面からアスファルト層への放熱量が多くなり、融雪
効果と解凍効果は充分期待できるが、アスファルトの熱
を効果的に遮断できないため、パイプが熱で軟化してア
スファルトフィニッシャー等の荷重で潰れることがある
ためである。一方、それぞれが100g/m2と1mmを越える
と、こんどは逆に、不織布の断熱効果が大きくなるの
で、アスファルトの熱を効果的に遮断して、パイプの軟
化による潰れを効果的に防止できるが、パイプ表面から
アスファルト層への放熱量が少なくなり、融雪効果と解
凍効果は余り期待できなくなるためである。
That is, if the weighing and the thickness are less than 5 g / m 2 and 0.05 mm, respectively, the heat insulating effect of the non-woven fabric becomes small, so the heat radiation amount from the pipe surface to the asphalt layer increases, and the snow melting effect and the thawing effect are sufficient. This is because, as expected, the heat of the asphalt cannot be effectively blocked, so the pipe may be softened by the heat and crushed by the load of the asphalt finisher or the like. On the other hand, if each exceeds 100 g / m 2 and 1 mm, the heat insulating effect of the non-woven fabric increases, so the heat of the asphalt can be effectively blocked and the crushing due to the softening of the pipe can be effectively prevented. However, the amount of heat radiated from the pipe surface to the asphalt layer is reduced, and the snow melting effect and thawing effect cannot be expected so much.

なお、不織布の秤量と厚さの好ましい範囲は、それぞ
れ10〜60g/m2と0.1〜0.5mmである。
The preferable ranges of the weight and the thickness of the nonwoven fabric are 10 to 60 g / m 2 and 0.1 to 0.5 mm, respectively.

〔作用〕[Action]

この考案によるロードヒーティング用パイプは、上記
秤量と厚さの不織布を巻き付けたので、アスファルト舗
装路の施工時に、高熱(150〜220℃)のアスファルトが
直接被せられても、巻き付けた不織布がアスファルトの
熱を効果的に断熱して架橋ポリエチレンパイプの軟化を
防ぐので、アスファルトフィニッシャー,ロードロー
ラ,タンデムローラなどの荷重によって潰れるおそれは
ない。
The pipe for road heating according to the present invention is wrapped with the above-mentioned weighed and thick non-woven fabric, so that when the asphalt with high heat (150 to 220 ° C) is directly covered with the asphalt pavement, the wrapped non-woven fabric Since it effectively insulates the heat of the pipe and prevents the softening of the cross-linked polyethylene pipe, there is no risk of it being crushed by the load of the asphalt finisher, road roller, tandem roller, or the like.

また、上記不織布は、架橋ポリエチレンパイプ内を流
れる熱媒の放熱量を必要以上に遮断しないので、アスフ
ァルト路面の積雪と凍結を効果的に防止することができ
る。
Further, since the above-mentioned non-woven fabric does not block the heat radiation amount of the heat medium flowing through the cross-linked polyethylene pipe more than necessary, it is possible to effectively prevent snow accumulation and freezing on the asphalt road surface.

〔実施例〕〔Example〕

第1図に示す内径13mmφ,外径17mmφ,肉厚2mmの架
橋ポリエチレンパイプ1の外周面に、表1の不織布f1,
f2,f3を約5mm重ねて、すき間なく、スパイラル状に巻き
付けてそれぞれロードヒーティング用パイプP1,P2,P3
を作った。
An inner diameter shown in FIG. 1 13Mmfai, outer diameter 17Mmfai, the outer peripheral surface of the crosslinked polyethylene pipes 1 thick 2 mm, the nonwoven fabric f 1 of Table 1,
Overlap f 2 and f 3 by about 5 mm and wrap them in a spiral shape with no gaps, and load pipes P 1 , P 2 and P 3 respectively.
made.

得られたロードヒーティング用パイプP1,P2,P3を使
用してそれぞれ別のアスファルト舗装路を施工した。
Different asphalt pavements were constructed using the obtained road heating pipes P 1 , P 2 and P 3 .

施工は第2図に示すアスファルト舗装路と同じ要領で
行った。すなわち、同図を引用して説明すると、幅4mの
路盤11の上に縦横に組合せた溶接網12を敷設し、その上
にパイプP1,P2,P3を、150mm間隔で蛇行状態に配管し、
180℃に加熱したアスファルトを打ち込み、アスファル
トフィニッシャーで10tの荷重をかけてならし、厚さ80m
mのアスファルト層14を設けた。
Construction was done in the same manner as the asphalt pavement shown in FIG. That is, referring to the figure, a welding net 12 which is vertically and horizontally combined is laid on a roadbed 11 having a width of 4 m, and pipes P 1 , P 2 and P 3 are arranged in a meandering state at intervals of 150 mm. Plumbing,
Drive in asphalt heated to 180 ℃, apply a load of 10 tons with an asphalt finisher, and smooth to a thickness of 80 m.
m asphalt layer 14 was provided.

アスファルト舗装路施工直後のロードヒーティング用
パイプP1,P2,P3の不織布f1,f2,f3を剥がし、架橋ポリ
エチレンパイプ1の表面温度と変形(偏平度)を測定
し、不織布の変形抑制効果を調べたところ、表2の結果
を得た。
Nonwoven f 1 asphalt pavement road heating pipe P 1 immediately after construction, P 2, P 3, f 2, stripped f 3, deforming the (flatness) measuring the surface temperature of the cross-linked polyethylene pipes 1, a nonwoven fabric The results of Table 2 were obtained when the deformation suppressing effect of was investigated.

上記パイプ1の変形、すなわち偏平度Eは、断面円形
のパイプ1がだ円形に変形したときの短軸をa、長軸を
bとし、次式で求めた。
The deformation, that is, the flatness E, of the pipe 1 was calculated by the following equation, where a is the short axis and b is the long axis of the pipe 1 having a circular cross section.

また、施工後のアスファルト舗装路のロードヒーティ
ング用パイプP1,P2,P3に、外気温0℃、降雪強度1cm/h
の下で、50℃の温水を10時間供給してアスファルト層14
の表面温度と放熱量を測定し、アスファルト舗装路の融
雪効果を調べたところ、表3の結果を得た。上記放熱量
は、次式によって求めた。
In addition, the road heating pipes P 1 , P 2 and P 3 on the asphalt pavement after construction have an outside temperature of 0 ° C and a snowfall intensity of 1 cm / h.
The asphalt layer 14 by supplying hot water at 50 ℃ for 10 hours.
The surface temperature and the amount of heat radiation were measured and the snow melting effect of the asphalt pavement was examined, and the results shown in Table 3 were obtained. The heat radiation amount was calculated by the following equation.

比較のために、不織布を巻き付けない架橋ポリエチレ
ンパイプ1を使用してアスファルト舗装路を施工し、上
記実施例と同様の項目について測定,評価をしたとこ
ろ、表2,表3の結果を得た。
For comparison, an asphalt pavement was constructed using a cross-linked polyethylene pipe 1 on which a non-woven fabric was not wound, and the same items as those in the above-mentioned example were measured and evaluated.

表2,表3から明らかなように、実施例の不織布f1,
f2,f3は、アスファルト舗装路施工時における架橋ポリ
エチレンパイプ1の変形を抑制する上で有効であり、施
工後のアスファルト路面の雪を融かす上で支障がないこ
とが判る。
As is clear from Tables 2 and 3, the nonwoven fabrics f 1 and
It is understood that f 2 and f 3 are effective in suppressing the deformation of the cross-linked polyethylene pipe 1 during the construction of the asphalt pavement, and have no hindrance in melting the snow on the asphalt pavement after the construction.

〔考案の効果〕[Effect of device]

以上説明したように、この考案のロードヒーティング
用パイプは、架橋ポリエチレンパイプに一定の秤量と厚
さを有する不織布をすき間なく巻き付けて構成したの
で、アスファルトを打ち込んだとき、その熱によって軟
化してアスファルトフィニッシャー等の荷重で潰れるお
それがない。
As described above, since the pipe for load heating of the present invention is constructed by winding a non-woven fabric having a certain weight and thickness around a cross-linked polyethylene pipe without gap, when the asphalt is driven, it is softened by the heat. There is no danger of being crushed by the load of an asphalt finisher.

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

第1図はこの考案の実施例によるロードヒーティング用
パイプを示し、同図(a)は正面図、同図(b)は側面
図、第2図は従来のロードヒーティング用パイプを埋設
したアスファルト舗装路の断面図である。 1……架橋ポリエチレンパイプ f1,f2,f3……不織布 P1,P2,P3……ロードヒーティング用パイプ
1 shows a load heating pipe according to an embodiment of the present invention. FIG. 1 (a) is a front view, FIG. 1 (b) is a side view, and FIG. 2 is a conventional load heating pipe. It is a sectional view of an asphalt pavement. 1 ... Cross-linked polyethylene pipe f 1 , f 2 , f 3 …… Non-woven fabric P 1 , P 2 , P 3 …… Road heating pipe

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of utility model registration request] 【請求項1】架橋ポリエチレンパイプの外周面に、秤量
5〜100g/m2、厚さ0.05〜1mmの不織布をすき間なく巻き
付けてなるロードヒーティング用パイプ。
1. A pipe for load heating, which is obtained by winding a non-woven fabric having a weight of 5 to 100 g / m 2 and a thickness of 0.05 to 1 mm around the outer peripheral surface of a cross-linked polyethylene pipe without any gap.
JP10332990U 1990-10-02 1990-10-02 Road heating pipe Expired - Fee Related JP2518727Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10332990U JP2518727Y2 (en) 1990-10-02 1990-10-02 Road heating pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10332990U JP2518727Y2 (en) 1990-10-02 1990-10-02 Road heating pipe

Publications (2)

Publication Number Publication Date
JPH0461110U JPH0461110U (en) 1992-05-26
JP2518727Y2 true JP2518727Y2 (en) 1996-11-27

Family

ID=31848157

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10332990U Expired - Fee Related JP2518727Y2 (en) 1990-10-02 1990-10-02 Road heating pipe

Country Status (1)

Country Link
JP (1) JP2518727Y2 (en)

Also Published As

Publication number Publication date
JPH0461110U (en) 1992-05-26

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