JPS6217258A - Vertical trough - Google Patents

Vertical trough

Info

Publication number
JPS6217258A
JPS6217258A JP60157585A JP15758585A JPS6217258A JP S6217258 A JPS6217258 A JP S6217258A JP 60157585 A JP60157585 A JP 60157585A JP 15758585 A JP15758585 A JP 15758585A JP S6217258 A JPS6217258 A JP S6217258A
Authority
JP
Japan
Prior art keywords
foam
downpipe
waterproof layer
gutter
layer
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.)
Granted
Application number
JP60157585A
Other languages
Japanese (ja)
Other versions
JPH0354750B2 (en
Inventor
土田 哲朗
日下 正利
正義 吉岡
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP60157585A priority Critical patent/JPS6217258A/en
Publication of JPS6217258A publication Critical patent/JPS6217258A/en
Publication of JPH0354750B2 publication Critical patent/JPH0354750B2/ja
Granted legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/20Controlling water pollution; Waste water treatment

Landscapes

  • Thermal Insulation (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、耐寒性に優れた竪樋に関するものである。[Detailed description of the invention] [Industrial application field] The present invention relates to a downpipe with excellent cold resistance.

〔従来の技術〕[Conventional technology]

従来、竪樋はポリ塩化ビニル樹脂、アルミニウム、銅、
鉄“などから筒状に形成されてたものであったが、北海
道などの寒冷地においては、これらの竪樋を家屋の外に
設けると、冬季において、竪樋の中に流れ込む雨水が凍
結して膨張し、竪樋を破壊するという問題があった。こ
れを防止しようと竪樋の外周に断熱材を巻くことも行わ
れたが、厳寒の日にはこれも効果がなく、やはり凍結破
壊してしまっていた。したがって、寒冷地においては、
竪樋を家屋の外に設けないのが一般的であった。
Traditionally, downpipes were made of polyvinyl chloride resin, aluminum, copper,
These pipes were formed into a cylindrical shape made of steel, etc., but in cold regions such as Hokkaido, if these pipes were installed outside the house, the rainwater flowing into the pipes would freeze during the winter. In order to prevent this, insulation material was wrapped around the outer circumference of the downpipe, but this was also ineffective on extremely cold days and caused the problem of freeze damage. Therefore, in cold regions,
It was common practice not to install downpipes outside the house.

この問題を解決する方法としては、実公昭54−961
4号公報に記載されているように、竪樋に凍結防止用ヒ
ーターを取付けたり、実開昭54−110232号公報
に記載されているように、凍結防止用ヒーターの他に更
に竪樋の外周に発泡合成樹脂外管を積層したものが知ら
れている。
As a way to solve this problem,
As described in Publication No. 4, an antifreeze heater is attached to the downpipe, and as described in Utility Model Application Publication No. 54-110232, in addition to the antifreeze heater, the outer periphery of the downpipe is installed. It is known that a foamed synthetic resin outer tube is laminated on top of the outer tube.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

しかし、上記従来の竪樋は、凍結防止用ヒーターを使用
するために、このヒーターを効率的に取り付ける構造上
の工夫が必要となって構造が複雑になり、また、電熱費
が嵩み、更に、停電が発生した場合には凍結防止用ヒー
ターが働かず、竪樋が凍結破壊されてしまうという問題
を有していた。
However, since the above-mentioned conventional downpipe uses a heater for preventing freezing, the structure becomes complicated because it requires a structural ingenuity to efficiently install the heater, and the electric heating cost increases. However, in the event of a power outage, the anti-freeze heater would not work, causing the downpipe to freeze and break.

この発明は上記した従来の竪樋の問題を解決し、構造が
簡単で、凍結破壊の心配のない竪樋を提供することを目
的としてなされたものである。
The present invention has been made for the purpose of solving the above-mentioned problems of the conventional downpipe, and providing a downpipe that has a simple structure and is free from freeze damage.

〔問題点を解決するための手段〕[Means for solving problems]

上記目的を達成するために、この発明は、その構成を、
竪樋本体内に、弾性を有し内周面に防水層が設けられた
筒状の発泡体が挿入されてなる竪樋とした。
In order to achieve the above object, the present invention has the following configurations:
The gutter is formed by inserting a cylindrical foam body with elasticity and a waterproof layer on the inner peripheral surface into the gutter main body.

〔作用〕[Effect]

筒状の発泡体の内周面の防水層に沿って雨水は流れる。 Rainwater flows along the waterproof layer on the inner peripheral surface of the cylindrical foam.

冬季においても、竪樋本体内に筒状の発泡体が挿入され
ているので、竪樋内を流れる雨水が、その発泡体内の空
気によって断熱保温されることにより、凍結しにくい。
Even in winter, since the cylindrical foam body is inserted into the gutter body, the rainwater flowing inside the gutter is insulated and kept warm by the air inside the foam body, making it difficult to freeze.

もしも、竪樋内で雨水が凍結して体積膨張しても、この
体積膨張を弾性を有する発泡体が吸収し、竪橋本体を破
壊することがない。
Even if rainwater freezes and expands in volume within the vertical gutter, the elastic foam will absorb this volumetric expansion and will not destroy the vertical bridge body.

〔実施例〕〔Example〕

以下、この発明の実施例を図面を参照して説明する。 Embodiments of the present invention will be described below with reference to the drawings.

第1図は、この発明の竪樋の一実施例を示す断面図であ
る。
FIG. 1 is a sectional view showing an embodiment of a downpipe according to the present invention.

1は竪樋であり、竪樋本体2内に、弾性を有する筒状の
発泡体3が挿入されている。筒状の発泡体3の内周面に
は防水層4が設けられている。
Reference numeral 1 denotes a gutter, and an elastic cylindrical foam 3 is inserted into the gutter main body 2. A waterproof layer 4 is provided on the inner peripheral surface of the cylindrical foam 3.

竪樋本体2は、通常竪樋として使用されるものであり、
例えば、硬質ポリ塩化ビニル樹脂、アルミニウム、銅、
鉄などから筒状に形成されたものである。
The gutter body 2 is normally used as a gutter,
For example, hard PVC resin, aluminum, copper,
It is made of iron or other material into a cylindrical shape.

筒状の発泡体3は、雨水が竪樋1内で凍結して膨張した
時にこれを吸収できるような弾性を有するものになって
いる。水が凍結して氷になると約9%の体積膨張をする
ので、発泡体3としては、発泡体層31と防水層4とが
、10%以上圧縮されて体積収縮するものが好ましい。
The cylindrical foam 3 has such elasticity that it can absorb rainwater when it freezes and expands within the downpipe 1. When water freezes and becomes ice, it expands in volume by about 9%, so the foam 3 is preferably one in which the foam layer 31 and waterproof layer 4 are compressed by 10% or more and shrink in volume.

特に、竪樋1内に雨水が封じ込められて凍結する場合を
考慮すると、竪樋の軸方向に対して垂直方向(厚み方向
)に5%以上圧縮可能なものが好ましい。そして、発泡
体3は、雨水の凍結、融解の繰り返し゛に耐えられるよ
うに、圧縮永久ひずみ(J I S  K  6767
)が30%以下のものが好ましい。
In particular, considering the case where rainwater is trapped and frozen within the downpipe 1, it is preferable to use a material that can be compressed by 5% or more in the direction perpendicular to the axial direction (thickness direction) of the downpipe. The foam 3 has a compression set (JIS K 6767) so that it can withstand repeated freezing and thawing of rainwater.
) is preferably 30% or less.

また、発泡体層31としては、雨水の凍結を防止するた
めには、保温性の高いものがよく、合成樹脂からなる場
合は、見掛は密度が0.01〜0.6g/ct1の範囲
のものが好ましい。発泡体層31の気泡構造としては、
連続気泡よりは独立気泡の方が、保温性に優れること、
及び防水層4が破損した場合にも雨水が発泡体層31内
部に浸透しないので好ましい。
In addition, in order to prevent rainwater from freezing, the foam layer 31 should preferably have a high heat retention property, and if it is made of synthetic resin, the apparent density is in the range of 0.01 to 0.6 g/ct1. Preferably. The cell structure of the foam layer 31 is as follows:
Closed cell foam has better heat retention than open cell foam.
Also, even if the waterproof layer 4 is damaged, rainwater will not penetrate into the foam layer 31, which is preferable.

防水層4は、発泡体層31の内側に形成され、竪樋1内
を雨水が流れる時に発泡体層31内に雨水が浸透しない
ような膜層となっている。防水層31の厚みとしては、
竪樋1内を雨水と一緒にごみ等も流れるので強度上10
0μm以上あるものが好ましい。
The waterproof layer 4 is formed inside the foam layer 31, and is a membrane layer that prevents rainwater from penetrating into the foam layer 31 when it flows through the downpipe 1. The thickness of the waterproof layer 31 is as follows:
Because garbage, etc. flows along with rainwater in the downpipe 1, the strength is 10.
Preferably, the thickness is 0 μm or more.

また、筒状の発泡体1の外周面にも防水層と同様な表面
層が設けられているのが好ましい。
Further, it is preferable that a surface layer similar to the waterproof layer is provided on the outer peripheral surface of the cylindrical foam 1 as well.

筒状の発泡体3の肉厚としては、上記凍結膨張の吸収お
よび保温性を考慮すると、2鶴〜25mの範囲のものが
好ましい。
The wall thickness of the cylindrical foam 3 is preferably in the range of 2 m to 25 m, considering the above-mentioned freeze expansion absorption and heat retention properties.

この筒状の発泡体を形成するには、例えば、ポリエチレ
ン、ポリプロピレン、ポリスチレン、ポリ塩化ビニル、
ポリウレタン、ゴムなどの合成樹脂を、押出発泡成形に
より、筒状に成形して、弾性を有する発泡体を形成し、
その内周面および外周面に表皮層を形成するようにすれ
ばよい。そうすると、内周面の表皮層が防水層4になる
To form this cylindrical foam, for example, polyethylene, polypropylene, polystyrene, polyvinyl chloride,
A synthetic resin such as polyurethane or rubber is formed into a cylindrical shape by extrusion foam molding to form an elastic foam.
A skin layer may be formed on the inner peripheral surface and the outer peripheral surface. Then, the skin layer on the inner peripheral surface becomes the waterproof layer 4.

また、発泡体層31の内周面に別途防水層3を押出被覆
するなどして形成してもよい。
Alternatively, the waterproof layer 3 may be separately extruded and coated on the inner peripheral surface of the foam layer 31 to form the waterproof layer 3 .

次ぎに、竪樋を作製し、凍結破壊実験をおこなった結果
について説明する。
Next, we will explain the results of a freeze-fracture experiment conducted after fabricating a vertical trough.

実施例1 低密度ポリエチレンを主原料とし、押出機に供給し、押
出機の途中から発泡剤としてジクロルテトラフルオルエ
タンを注入して、押出機から筒状に押出し、内側から内
表面を空気により冷却しながら押出発泡して、筒状の発
泡体を製造した。
Example 1 Low-density polyethylene was used as the main raw material, fed to an extruder, dichlorotetrafluoroethane was injected as a blowing agent midway through the extruder, extruded from the extruder into a cylindrical shape, and the inner surface was air-filled from the inside. The mixture was extruded and foamed while being cooled to produce a cylindrical foam.

筒状の発泡体は、独立気泡構造であり、内径が58鶴で
肉厚が12mであり、内周面に防水層としての表皮層が
200μm形成され、外周面に表皮層が100μm形成
されていた。そして、発泡体の厚み方向の圧縮は75%
以上可能であり、圧縮永久ひずみは6%であり、発泡体
層の見掛は密度は0.05g/cIaであった。
The cylindrical foam has a closed cell structure, has an inner diameter of 58 mm and a wall thickness of 12 m, and has a 200 μm skin layer as a waterproof layer on the inner circumferential surface and a 100 μm skin layer on the outer circumferential surface. Ta. And the compression in the thickness direction of the foam is 75%.
The compression set was 6%, and the apparent density of the foam layer was 0.05 g/cIa.

この筒状の発泡体を、外径が90鶴で肉厚■。This cylindrical foam has an outer diameter of 90 mm and is thick.

1mの硬質ポリ塩化ビニル樹脂製の竪樋本体2内に挿入
して竪樋1とした。
It was inserted into a 1 m long gutter main body 2 made of hard polyvinyl chloride resin to form a gutter 1.

実施例2 実施例1の筒状の発泡体を、外径が90mで肉厚1.0
鶴のアルミニウム製の竪橋本体2内に挿入して竪樋1と
した。
Example 2 The cylindrical foam of Example 1 had an outer diameter of 90 m and a wall thickness of 1.0 m.
It was inserted into the vertical bridge body 2 made of aluminum of the crane to form the vertical gutter 1.

一方、比較例工として、実施例1で用いた竪樋本体のみ
を竪樋として用意し、比較例2として、実施例2で用い
た竪樋本体のみを竪樋として用意し、比較例3として、
外径60mで肉厚1.1龍の硬質塩化ビニル樹脂製の竪
樋を用意し、比較例4として、外径60鶴で肉厚1. 
Otxrのアルミニウム製の竪樋を用意した。
On the other hand, as a comparative example, only the gutter main body used in Example 1 was prepared as a gutter, as a comparative example 2, only the gutter main body used in Example 2 was prepared as a gutter, and as a comparative example 3. ,
A down pipe made of hard vinyl chloride resin with an outer diameter of 60 m and a wall thickness of 1.1 mm was prepared, and as Comparative Example 4, a pipe with an outer diameter of 60 m and a wall thickness of 1.1 mm was prepared.
We prepared an Otxr aluminum downpipe.

そして、これらの竪樋の長さ1mのものを、第2図に示
すように、水の入った容器5に入れ、−50℃で2時間
放置して、竪樋の下部2ocI11程を凍結させた。次
ぎに、竪樋の中央部の外側に断熱材としてポリエチレン
発泡体(見掛は密度0.04)の幅40ωで厚み約31
璽のものを約8周(厚み約24fl)巻き付け、竪樋内
を満水にして、−50℃の冷凍室の中に17時間放置し
た。
Then, as shown in Figure 2, these downpipes with a length of 1 m were placed in a container 5 containing water and left at -50°C for 2 hours to freeze about 2ocI11 of the lower part of the downpipe. Ta. Next, a polyethylene foam (apparently density 0.04) with a width of 40Ω and a thickness of about 31Ω was placed as a heat insulating material on the outside of the central part of the downpipe.
The seal was wrapped about 8 times (thickness: about 24 fl), the inside of the pipe was filled with water, and it was left in a -50°C freezer for 17 hours.

その結果、竪樋内め水は、凍結が上部から始まり、最後
に断熱材の部分が凍結することになり、断熱材部分の凍
結による体積膨張の逃げ場がなくなり、比較例Iおよび
比較例3の硬質塩化ビニル樹脂製の竪樋はバラバラに破
裂し、比較例2および比較例4のアルミニウム製の竪樋
は、断熱材を巻いた部分が破裂した。しかし、実施例1
および実施例2の竪樋は、外周面の異常がみられなかっ
た。また、実施例1および実施例2の竪樋について、内
部の氷を解かしてみたが、内周面にも異常はみられなか
った。
As a result, the water in the downpipe begins to freeze from the top, and the insulation material freezes last, leaving no place for the volumetric expansion due to freezing of the insulation material to escape, and the water in Comparative Example I and Comparative Example 3. The down pipes made of hard vinyl chloride resin burst into pieces, and the parts of the down pipes made of aluminum in Comparative Examples 2 and 4 burst with the heat insulating material wrapped around them. However, Example 1
In the downpipe of Example 2, no abnormality was observed on the outer peripheral surface. Furthermore, when we tried to melt the ice inside the downpipes of Examples 1 and 2, no abnormality was found on the inner peripheral surfaces.

そこで、更に、実施例1および実施例2の竪樋について
、上記凍結、融解の繰り返し実験を30回おこなったが
、外周面の異常はみられず、筒状の発泡体の内周面に若
干の窪みが見られる程度で、使用上の影響のあるもので
はなかった。
Therefore, the above-mentioned freezing and thawing experiment was repeated 30 times for the downpipes of Example 1 and Example 2, but no abnormality was observed on the outer circumferential surface, and there were some defects on the inner circumferential surface of the cylindrical foam. The dents were only visible and did not affect the use of the product.

次ぎに、北海道札幌市において、家屋に実施例1、実施
例2の竪樋と、比較例3、比較例4の竪樋を設置したと
ころ、60年の冬季において、実施例1および実施例2
の竪樋には異常がみられなかったが、比較例3および比
較例4の竪樋は凍結により破裂がみられた。
Next, in Sapporo City, Hokkaido, when the vertical gutters of Example 1 and Example 2 and the vertical gutters of Comparative Example 3 and Comparative Example 4 were installed in a house, in the winter of 1960,
No abnormality was observed in the downpipes of Comparative Example 3 and Comparative Example 4, but rupture was observed in the downpipes of Comparative Examples 3 and 4 due to freezing.

なお、上記実施例では、低密度ポリエチレンの発泡体層
の内周面に同じポリエチレンの防水層を設けたが、防水
層は別途、防水性能に優れた他の樹脂層としてもよい。
In the above embodiment, a waterproof layer made of the same polyethylene was provided on the inner circumferential surface of the foam layer made of low-density polyethylene, but the waterproof layer may be a separate resin layer having excellent waterproof performance.

〔発明の効果〕〔Effect of the invention〕

以上のように、この発明の竪樋は、弾性を有し内周面に
防水層が設けられ筒状の発泡体が、竪樋本体内に挿入さ
れてなるので、防水層によって竪樋内部を雨水が良好に
流れ、発泡体によるその断熱保温能力により竪樋内を流
れる雨水の凍結を緩和するとともに、発泡体の弾性能力
により凍結された雨水の体積膨張を吸収して竪樋本体が
破壊されることがない。
As described above, the downpipe of the present invention has an elastic cylindrical foam body provided with a waterproof layer on the inner peripheral surface and inserted into the main body of the downpipe, so that the waterproof layer prevents rainwater from flowing inside the downpipe. flows well, and the foam's insulation and heat retention ability alleviates the freezing of rainwater flowing inside the gutter, and the elasticity of the foam absorbs the volumetric expansion of frozen rainwater, destroying the gutter itself. Never.

したがって、この発明の竪樋は、北海道などの寒冷地に
おいて好適に使用できるのである。
Therefore, the downpipe of the present invention can be suitably used in cold regions such as Hokkaido.

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

第1図はこの発明の竪樋の一実施例を示す断面図、第2
図はこの発明の竪樋の凍結実験を説明する断面図である
。 1・・・竪樋、2・・・竪樋本体、3・・・筒状の発泡
体、31・・・発泡体層、4・・・防水層。
Fig. 1 is a sectional view showing one embodiment of the downpipe of the present invention;
The figure is a sectional view illustrating a freezing experiment of a downpipe according to the present invention. DESCRIPTION OF SYMBOLS 1... Downpipe, 2... Downpipe body, 3... Cylindrical foam, 31... Foam layer, 4... Waterproof layer.

Claims (1)

【特許請求の範囲】 1、竪樋本体内に、弾性を有し内周面に防水層が設けら
れた筒状の発泡体が挿入されてなる竪樋。 2、発泡体が防水層側からその厚み方向に対して5%以
上圧縮可能なものである特許請求の範囲第1項記載の竪
樋。 3、発泡体が防水層側からその厚み方向に対して圧縮永
久ひずみが30%以下のものである特許請求の範囲第1
項又は第2項記載の竪樋。 4、発泡体が独立気泡構造のものである特許請求の範囲
第1項、第2項又は第3項記載の竪樋。 5、発泡体の厚みが2mm〜25mmの範囲であり、防
水層の厚みが100μm以上であり、保護層の厚みが2
00μm以上である特許請求の範囲第1項、第2項、第
3項又は第4項記載の竪樋。
[Scope of Claims] 1. A vertical gutter in which a cylindrical foam body having elasticity and having a waterproof layer provided on the inner peripheral surface is inserted into the vertical gutter body. 2. The vertical gutter according to claim 1, wherein the foam can be compressed by 5% or more in the thickness direction from the waterproof layer side. 3. Claim 1, wherein the foam has a compression set of 30% or less in the thickness direction from the waterproof layer side.
The vertical gutter described in paragraph 2 or paragraph 2. 4. The vertical gutter according to claim 1, 2 or 3, wherein the foam has a closed cell structure. 5. The thickness of the foam is in the range of 2 mm to 25 mm, the thickness of the waterproof layer is 100 μm or more, and the thickness of the protective layer is 2 mm.
The vertical trough according to claim 1, 2, 3, or 4, which has a diameter of 00 μm or more.
JP60157585A 1985-07-16 1985-07-16 Vertical trough Granted JPS6217258A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60157585A JPS6217258A (en) 1985-07-16 1985-07-16 Vertical trough

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60157585A JPS6217258A (en) 1985-07-16 1985-07-16 Vertical trough

Publications (2)

Publication Number Publication Date
JPS6217258A true JPS6217258A (en) 1987-01-26
JPH0354750B2 JPH0354750B2 (en) 1991-08-21

Family

ID=15652915

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60157585A Granted JPS6217258A (en) 1985-07-16 1985-07-16 Vertical trough

Country Status (1)

Country Link
JP (1) JPS6217258A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63284352A (en) * 1987-05-18 1988-11-21 積水化学工業株式会社 Eave trough apparatus
JPS63284353A (en) * 1987-05-18 1988-11-21 積水化学工業株式会社 Eave trough apparatus

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5580768B2 (en) * 2011-03-18 2014-08-27 パナソニック株式会社 Refurbishment method to renovate an existing bag into a bag with an antenna

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63284352A (en) * 1987-05-18 1988-11-21 積水化学工業株式会社 Eave trough apparatus
JPS63284353A (en) * 1987-05-18 1988-11-21 積水化学工業株式会社 Eave trough apparatus

Also Published As

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JPH0354750B2 (en) 1991-08-21

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