JPH0520637B2 - - Google Patents

Info

Publication number
JPH0520637B2
JPH0520637B2 JP1019694A JP1969489A JPH0520637B2 JP H0520637 B2 JPH0520637 B2 JP H0520637B2 JP 1019694 A JP1019694 A JP 1019694A JP 1969489 A JP1969489 A JP 1969489A JP H0520637 B2 JPH0520637 B2 JP H0520637B2
Authority
JP
Japan
Prior art keywords
pipe
small
heat insulating
insulating material
diameter inner
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 - Lifetime
Application number
JP1019694A
Other languages
Japanese (ja)
Other versions
JPH02203032A (en
Inventor
Nobuo Ooba
Ryuichi Inami
Takashi Fushida
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.)
Nippon Steel Corp
Original Assignee
Nippon Steel 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 Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP1019694A priority Critical patent/JPH02203032A/en
Publication of JPH02203032A publication Critical patent/JPH02203032A/en
Publication of JPH0520637B2 publication Critical patent/JPH0520637B2/ja
Granted legal-status Critical Current

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  • Thermal Insulation (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は地域冷暖房等に用いられる断熱管を少
ない掘削量で効率的に地中に敷設する断熱複数管
路の敷設方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for laying multiple insulated pipes for use in district heating and cooling, etc., for efficiently laying them underground with a small amount of excavation.

〔従来技術と問題点〕[Prior art and problems]

近時都市部に限らず地方においても地域冷暖房
を含めた地域開発が盛んに行われているが、その
配管施工は地上の構造物上に配管する地上配管方
式と共同溝や専用トレンチ内に配管する埋設配管
方式等が採用させるようになつたとはいうものの
大部分は第7図、第8図にその一例を示すように
工場生産された管や断熱管を直接地中に埋込む直
接地下埋設方式が主流を占めている。
In recent years, regional development including district heating and cooling has been actively carried out not only in urban areas but also in rural areas, but the piping construction is divided into above-ground piping methods in which piping is installed on structures above ground, and piping in common ditches or private trenches. Although buried piping methods have come to be adopted, most of them are directly buried underground, where factory-produced pipes and insulated pipes are directly buried underground, as shown in Figures 7 and 8. method is predominant.

地上配管方式は敷設後のルート変更が容易であ
るという利点があるが美観と地上スペース面で問
題があり、共同溝や専用トレンチを用いる埋設配
管方式設備的には優れているが専有面積が大きく
工期・建設費用が嵩むという欠点がある。
The above-ground piping method has the advantage of being easy to change the route after installation, but it has problems in terms of aesthetics and ground space.The underground piping method, which uses a common trench or a dedicated trench, is superior in terms of equipment, but takes up a large area. The disadvantage is that the construction period and construction costs increase.

最も一般的な直接地下埋設方式は、経済的に優
れているが直接土圧または自動車荷重を受けるた
めケーシング管の強度を高める必要があり、開削
溝内に一定の間隔をおいて埋設するので掘削溝幅
が大きくなり土木工事量が増大すると共にサービ
ス管の数だけ埋設する作業は非能率的である。
The most common direct underground burial method is economically superior, but requires increased strength of the casing pipe as it receives direct earth pressure or vehicle loads, and it is buried at regular intervals in an open trench, making it difficult to excavate. As the trench width increases, the amount of civil engineering work increases, and it is inefficient to bury as many service pipes as there are service pipes.

これらの欠点を解決する手段として実開昭63−
97338号「多孔管」に示されるような管軸方向に
複数の孔を有する充填剤を外管内部に配置した多
孔管が提案されているが、この多孔管は複数の電
線を配線するためのもので、外管同士を接合する
際の位置合わせを円滑に行うため一端面に棒状体
を植設し、他端面に棒状体に嵌合する孔を設けた
もので強度面・気密性からも冷温水配管には適さ
ず、埋設に時間がかかるという問題があつた。
As a means to solve these shortcomings,
A perforated tube in which a filler having a plurality of holes in the tube axis direction is arranged inside the outer tube as shown in No. 97338 "Porous tube" has been proposed, but this porous tube is suitable for wiring multiple electric wires. In order to smoothly align the outer tubes when joining them, a rod-shaped body is implanted on one end surface, and a hole is provided on the other end surface to fit the rod-shaped body.From the viewpoint of strength and airtightness, The problem was that it was not suitable for cold and hot water piping, and it took time to bury it.

〔発明の目的・構成〕[Purpose and structure of the invention]

本発明は、上述の従来技術がもつ問題点を解決
する為の複数管路の敷設方法であり、特に冷温熱
を利用する断熱複数管路の埋設作業を効率的に行
うために開発したものでありその要旨は、予め大
径外管の内部に複数の小径内管の通孔を有する断
熱材を内装したものを開削溝内に敷設接合した
後、前記小径内貫通孔内に小径内管を順次挿入接
合する断熱複数管路の敷設方法にある。
The present invention is a method for laying multiple conduits in order to solve the problems of the above-mentioned conventional technology, and was developed in particular to efficiently perform the work of burying insulated multiple conduits using cold and hot heat. Yes, the gist is that after a large-diameter outer pipe with a heat insulating material containing a plurality of small-diameter inner pipe through-holes is laid and joined in an cut-and-cut groove, the small-diameter inner pipe is inserted into the small-diameter inner through-holes. It is a method of laying multiple insulated pipes that are sequentially inserted and joined.

更に本発明の大径外管内部に内装される断熱材
はウレタンもしくはスチロール樹脂などを工場プ
レハブとして発泡充填したものであり、また小径
内管は取扱い容易な樹脂製の可撓性管を用いても
よく、更にまた小径内管は大径外管敷設完了後敷
設現場にて連続成形しつつ挿入される方法をとつ
てもよい。
Furthermore, the heat insulating material to be placed inside the large-diameter outer tube of the present invention is foam-filled with urethane or styrene resin as a factory prefabricated material, and the small-diameter inner tube is a flexible tube made of resin that is easy to handle. Alternatively, the small-diameter inner pipe may be continuously formed and inserted at the installation site after the large-diameter outer pipe has been installed.

〔実施例〕〔Example〕

次に本発明の実施例を施工順序に従い第1図〜
第6図に基づいて説明する。
Next, the embodiments of the present invention are shown in Figs.
This will be explained based on FIG.

先ず工場にて大径外管1の内部にウレタンやス
チロール樹脂等による断熱材2を充填させる。断
熱材内部には、敷設現場にて内装する小径内管3
を挿入するための小径内管通孔4を予め形成して
おく。断熱材2を充填するには第4図にその1例
を示す如く大径外管1を挟みこむようにプレート
5で大径外管1を盲にし、かつ両プレート間を複
数のボルト6とナツト7で締めつけてシール性を
高め、次に小径内管3用の通孔4を保持するため
の中子8を両端のプレート5,5で支持密閉し注
入孔9からウレタンやスチロール樹脂等の断熱材
2を発泡充填させる。断熱材についてはウレタン
とスチロール樹脂を例示したが、保温性能があり
成型し易いものであれば他の保温材等を用いても
よい。
First, a heat insulating material 2 made of urethane, styrene resin, or the like is filled inside the large diameter outer tube 1 at a factory. Inside the insulation material, there is a small diameter inner pipe 3 installed at the installation site.
A small diameter inner tube passage hole 4 for inserting the tube is formed in advance. To fill the heat insulating material 2, as shown in FIG. 4, the large-diameter outer tube 1 is blinded with plates 5 that sandwich the large-diameter outer tube 1, and a plurality of bolts 6 and nuts are inserted between the two plates. 7 to improve the sealing performance. Next, the core 8 for holding the through hole 4 for the small diameter inner tube 3 is supported and sealed by the plates 5 at both ends, and the injection hole 9 is insulated with urethane, styrene resin, etc. Fill material 2 with foam. Although urethane and styrene resin are used as examples of heat insulating materials, other heat insulating materials may be used as long as they have heat retaining performance and are easy to mold.

第2図、第3図は大径外管1に断熱材2を充填
した後の断面構造を示したもので、第3図は大径
外管1の強度をさらに必要とする場合、補強部材
10を断熱材2を充填する前に連続あるいは断続
して内設したもので、この補強部材10を内設す
ることによつて大径外管1の肉厚を薄くすること
も可能である。
Figures 2 and 3 show the cross-sectional structure after the large diameter outer tube 1 is filled with the heat insulating material 2, and Figure 3 shows the reinforcing material used when the large diameter outer tube 1 requires further strength. The reinforcing member 10 is provided internally, either continuously or intermittently, before being filled with the heat insulating material 2, and by providing the reinforcing member 10 internally, it is also possible to reduce the wall thickness of the large diameter outer tube 1.

上述の如く工場生産された断熱入り大径外管は
第1図に示すように、敷設現場の開削溝内に重機
(図示せず。)等により吊降ろし、複数の小径内管
通孔4を芯合わせして連通させた後、密に接合す
る。接合方法は大径外管1の材質によつて異な
り、鋼管の場合は突合わせ溶接、鋳鉄管や合成樹
脂管の場合はメカニカル継手接合、ヒユーム管の
場合はJISA−5315による石綿セメント継手を採
用すればよく、水密性を保持するものか加えて地
震等の外力に対して強度上満足するものであれば
他の接合方法を採用してもよい。
As shown in Fig. 1, the large-diameter outer pipe with insulation produced in the factory as described above is suspended by heavy machinery (not shown) or the like into an excavated trench at the installation site, and a plurality of small-diameter inner pipe through holes 4 are made. After aligning the centers and making them communicate, they are closely joined. The joining method differs depending on the material of the large diameter outer pipe 1. For steel pipes, butt welding, for cast iron pipes and synthetic resin pipes, mechanical joints are used, and for humid pipes, asbestos cement joints according to JISA-5315 are used. Any other joining method may be used as long as it maintains watertightness and has sufficient strength against external forces such as earthquakes.

このように一定区間に断熱材入り大径外管を敷
設接合した後、第5図に示すように小径内管3を
小径内管通孔4に連続して挿入して施工を行う。
第6図に示したものは、大径外管の施工完了後に
折畳んだ袋状シート11に樹脂を含浸させたもの
を水圧により反転させながら小径内管通孔4に小
径内管3を形成する方法を例示したもので、より
効率的に小径内管を挿入施工するようにしたもの
である。
After the large-diameter outer pipe containing a heat insulating material is laid and joined in a certain section in this way, the small-diameter inner pipe 3 is successively inserted into the small-diameter inner pipe passage hole 4 as shown in FIG. 5 to carry out construction.
What is shown in FIG. 6 is a folded bag-like sheet 11 impregnated with resin after the construction of the large-diameter outer pipe is completed, and is inverted by water pressure to form the small-diameter inner pipe 3 in the small-diameter inner pipe passage hole 4. This is an example of a method for inserting and constructing small-diameter inner pipes more efficiently.

〔発明の効果〕〔Effect of the invention〕

本発明は、上述した工程にて断熱複数管路の敷
設を行うので、従来の直接地下埋設方式に較べて
掘削量も少なく、工期も短縮される。
In the present invention, since multiple insulated pipes are laid in the above-described steps, the amount of excavation is reduced and the construction period is shortened compared to the conventional direct underground burial method.

また、複数の小径内管が一定の間隔で大径外管
内にコンパクトに内装されるので、土圧に対する
強度も増し大径外管の肉厚を薄くすることや内管
の材料選択も自由に行なえるので材料費の節減に
も寄与する。
In addition, since multiple small diameter inner tubes are compactly housed within the large diameter outer tube at regular intervals, the strength against earth pressure is increased and the wall thickness of the large diameter outer tube can be made thinner and the material selection for the inner tube can be made freely. This also contributes to reducing material costs.

さらに第6図に例示した、袋状シートによる小
径内管の連続形成施工が可能となるので大幅な工
期短縮も可能となる。
Furthermore, since it becomes possible to continuously form small-diameter inner pipes using bag-like sheets, as illustrated in FIG. 6, it is possible to significantly shorten the construction period.

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

第1図は本発明における大径外管を掘削溝内に
敷設施工する状態を示した斜視図、第2図、第3
図は大径外管に断熱材を充填した後の断面構造を
示す正面図、第4図は工場にて大径外管に断熱材
を充填するための装置を示す斜視図、第5図は仮
設後の大径外管の小径内管通孔に小径内管を挿入
する状態図、第6図は大径外管の施工完了後に小
径内管を連続的に形成挿入する作業の概略図、第
7図、第8図は従来の直接地下埋設方式の例を示
す配管断面図である。 1:大径外管、2:断熱材、3:小径内管、
4:小径内管通孔、5:プレート、6:ボルト、
7:ナツト、8:中子、9:注入孔、10:補強
部材、11:袋状シート。
Fig. 1 is a perspective view showing the state in which a large diameter outer pipe according to the present invention is laid in an excavated trench, Fig. 2, Fig. 3
The figure is a front view showing the cross-sectional structure after filling the large diameter outer pipe with heat insulating material, Figure 4 is a perspective view showing the device for filling the large diameter outer pipe with heat insulating material at the factory, and Figure 5 is A state diagram of inserting a small-diameter inner pipe into the small-diameter inner pipe passage hole of the large-diameter outer pipe after temporary construction; FIG. 6 is a schematic diagram of the work of continuously forming and inserting the small-diameter inner pipe after the construction of the large-diameter outer pipe is completed; FIGS. 7 and 8 are cross-sectional views of pipes showing an example of a conventional direct underground burial method. 1: Large diameter outer pipe, 2: Insulation material, 3: Small diameter inner pipe,
4: Small diameter inner pipe hole, 5: Plate, 6: Bolt,
7: Nut, 8: Core, 9: Injection hole, 10: Reinforcing member, 11: Bag-shaped sheet.

Claims (1)

【特許請求の範囲】 1 予め大径外管の内部に複数の小径内管の通孔
を有する断熱材を内装したものを開削溝内に敷設
接合した後、前記小径内貫通孔内に小径内管を順
次挿入接合することを特徴とする断熱複数管路の
敷設方法。 2 大径外管内部の断熱材がウレタンもしくはス
チロール樹脂等にて充填されたものである請求項
1記載の断熱複数管路の敷設方法。 3 断熱材内の小径内管通孔内に挿入される内管
が樹脂製の可撓性管である請求項1記載の断熱複
数管路の敷設方法。 4 断熱材内の小径内貫通孔内に挿入される内管
を大径外管敷設完了後の敷設現場にて連続して形
成する請求項1記載の断熱複数管路の敷設方法。
[Scope of Claims] 1. A large diameter outer pipe in which a heat insulating material having a plurality of small diameter inner pipe through holes is laid and bonded inside the cut groove, and then a small diameter inner pipe is inserted into the small diameter inner through hole. A method of laying multiple insulated conduits characterized by sequentially inserting and joining pipes. 2. The method for installing multiple heat-insulating pipes according to claim 1, wherein the heat insulating material inside the large-diameter outer pipe is filled with urethane, styrene resin, or the like. 3. The method for laying multiple insulated pipe lines according to claim 1, wherein the inner pipe inserted into the small diameter inner pipe passage hole in the heat insulating material is a flexible pipe made of resin. 4. The method for laying multiple insulated pipes according to claim 1, wherein the inner pipe to be inserted into the small-diameter inner through-hole in the heat insulating material is formed continuously at the installation site after completion of laying the large-diameter outer pipe.
JP1019694A 1989-01-31 1989-01-31 Laying method for two or more heat insulating pipe lines Granted JPH02203032A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1019694A JPH02203032A (en) 1989-01-31 1989-01-31 Laying method for two or more heat insulating pipe lines

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1019694A JPH02203032A (en) 1989-01-31 1989-01-31 Laying method for two or more heat insulating pipe lines

Publications (2)

Publication Number Publication Date
JPH02203032A JPH02203032A (en) 1990-08-13
JPH0520637B2 true JPH0520637B2 (en) 1993-03-22

Family

ID=12006365

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1019694A Granted JPH02203032A (en) 1989-01-31 1989-01-31 Laying method for two or more heat insulating pipe lines

Country Status (1)

Country Link
JP (1) JPH02203032A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7740554B2 (en) * 2005-10-14 2010-06-22 T.M. Designworks, Llc Motorcycle chain guide

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2822313B2 (en) * 1995-09-11 1998-11-11 株式会社関電工 Perforated pipe burial method by digging
EP3640519A1 (en) * 2018-10-15 2020-04-22 E.ON Sverige AB Method for filling a trench comprising a pair of conduits and such a filled trench

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7740554B2 (en) * 2005-10-14 2010-06-22 T.M. Designworks, Llc Motorcycle chain guide

Also Published As

Publication number Publication date
JPH02203032A (en) 1990-08-13

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