JPS641592Y2 - - Google Patents

Info

Publication number
JPS641592Y2
JPS641592Y2 JP7150381U JP7150381U JPS641592Y2 JP S641592 Y2 JPS641592 Y2 JP S641592Y2 JP 7150381 U JP7150381 U JP 7150381U JP 7150381 U JP7150381 U JP 7150381U JP S641592 Y2 JPS641592 Y2 JP S641592Y2
Authority
JP
Japan
Prior art keywords
pipe
tube
mortar
outer tube
main
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
Application number
JP7150381U
Other languages
Japanese (ja)
Other versions
JPS57182692U (en
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 filed Critical
Priority to JP7150381U priority Critical patent/JPS641592Y2/ja
Publication of JPS57182692U publication Critical patent/JPS57182692U/ja
Application granted granted Critical
Publication of JPS641592Y2 publication Critical patent/JPS641592Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、配管用、脚柱用等に用いられる多重
被覆管に関するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a multiple cladding tube used for piping, pillars, etc.

〔従来の技術〕[Conventional technology]

従来、配管用、脚柱用等に用いられる鋼管に
は、 (1) 本管に防食層をコーテングしたもの、 (2) 前記防食層の上に更にモルタル等をコーテン
グしたもの、 (3) 本管と外装管の間にモルタル等を間詰めにし
た二重管、 等があり、それぞれ実用に供されている。
Conventionally, steel pipes used for piping, pillars, etc. are: (1) pipes coated with an anti-corrosion layer, (2) pipes with mortar etc. further coated on the anti-corrosion layer, and (3) steel pipes coated with an anti-corrosion layer. There are double pipes in which mortar or the like is inserted between the pipe and the outer pipe, and each type of pipe is in practical use.

〔考案が解決しようとする課題〕[The problem that the idea attempts to solve]

上記(1)のタイプの管は単に表面に防食層を設け
ただけであるから、運搬、据付等の作業時に管体
に損傷を与えやすいという欠点があり、また、(2)
のものは、衝撃および地盤中の障害物との接触等
によりモルタルが剥離した場合は(1)と同様の問題
が生じ、またモルタルライニングを施す際には型
枠を必要とし、製作に手間がかかる等の欠点があ
る。さらに、(3)のタイプのものは、外装管の肉厚
が厚くなり、管体保護という見地からは不経済で
ある等の問題があつた。
Since the pipe of type (1) above simply has an anti-corrosion layer on its surface, it has the disadvantage that the pipe body is easily damaged during transportation, installation, etc.
However, if the mortar peels off due to impact or contact with obstacles in the ground, the same problem as (1) will occur, and when applying mortar lining, a formwork is required, making manufacturing time-consuming. There are drawbacks such as this. Furthermore, the type (3) had problems such as the outer tube having a thick wall and being uneconomical from the standpoint of protecting the tube body.

本考案は、上記の従来の管の問題点を解決する
ためになされたもので、製作が容易で防食性能の
長期維持が可能であり、しかも軽量な多重被覆管
を得ることを目的としたものである。
This invention was devised to solve the above-mentioned problems with conventional pipes, and aims to provide a multi-clad pipe that is easy to manufacture, maintains its anti-corrosion performance over a long period of time, and is lightweight. It is.

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

本考案に係る多重被覆管は、内外面に防食層を
有する本管を内面にスパイラル状のリブを有し該
本管の外径より大きい内径を有する外管で覆い、
該外管と前記本管との間に形成した間隙にモルタ
ルを充填し硬化させて一体化したものである。
The multi-clad tube according to the present invention covers a main tube having anti-corrosion layers on the inner and outer surfaces with an outer tube having spiral ribs on the inner surface and having an inner diameter larger than the outer diameter of the main tube,
The gap formed between the outer tube and the main tube is filled with mortar and hardened to integrate the outer tube and the main tube.

〔作用〕[Effect]

本考案に使用する外管は、その板厚が予想外に
薄いにも拘らず、その内側にスパイラル状のリブ
を有することから外側から加えられる圧力に対し
て変形を起こさないのみならず、モルタル注入時
の注入圧に対しても十分耐えられるものである。
Although the outer tube used in this invention is unexpectedly thin, it has spiral ribs on the inside, so it not only does not deform under pressure applied from the outside, but also has mortar. It can sufficiently withstand injection pressure during injection.

〔考案の実施例〕[Example of idea]

第1図は本考案に係る多重被覆管の実施例を示
すもので、aは縦断面図、bはそのa−a′横断面
である。図において、1内外面に防食層B−1、
B−2を施した本管、2はその内径が本管1の外
径よりも大きく、外面は平滑で内面にリブRが突
設されたスパイラル形式で薄い肉厚(例えば1mm
程度)の外管、3は本管1と外管2との間に形成
された間隙に充填したモルタルである。
FIG. 1 shows an embodiment of a multiple cladding tube according to the present invention, in which a is a vertical cross-sectional view and b is a cross-sectional view taken along line a-a'. In the figure, anti-corrosion layer B-1 on the inner and outer surfaces of 1,
B-2 main pipe 2 has an inner diameter larger than the outer diameter of main pipe 1, a spiral type with a smooth outer surface and a protruding rib R on the inner surface, and a thin wall thickness (e.g. 1 mm).
The outer tube 3 is mortar filled in the gap formed between the main tube 1 and the outer tube 2.

本考案の多重被覆管の製作にあたつては、外管
2内にこれと同心的に本管1を挿入し、両者で形
成する間隙にモルタル3を注入して充填し、これ
を硬化させる。
In manufacturing the multi-clad tube of the present invention, the main tube 1 is inserted into the outer tube 2 concentrically with the outer tube 2, and the gap formed between the two is filled with mortar 3, which is then hardened. .

この際、外管2の内面のリブRは、モルタル3
の注入圧による引張力に対する補強材として働
き、外管2の板厚が薄いにもかかわらず型枠とし
ての強度を十分に保持することが出来る。モルタ
ル3が硬化した後は、外管2とモルタル3は外管
2のリブRを介して完全に一体化する。
At this time, the ribs R on the inner surface of the outer tube 2 are
The outer tube 2 acts as a reinforcing material against the tensile force caused by the injection pressure, and can maintain sufficient strength as a formwork even though the outer tube 2 is thin. After the mortar 3 hardens, the outer tube 2 and the mortar 3 are completely integrated via the ribs R of the outer tube 2.

上記のような構成の多重被覆管を例えば推進用
管体として用いる場合は、地盤性状(角礫が多い
地盤等)や障害物による推進時の本管1と防食層
B−2の損傷に対して、外管2とモルタル3とが
一体となつて防護する。また、推進時に生ずる管
体周面の摩擦力による外管2の管軸方向のズレを
生じることもない。
When using a multi-clad pipe configured as described above, for example, as a propulsion pipe, it is necessary to prevent damage to the main pipe 1 and anti-corrosion layer B-2 during propulsion due to ground properties (ground with many breccias, etc.) and obstacles. Thus, the outer tube 2 and the mortar 3 are integrally protected. Further, the outer tube 2 is not displaced in the tube axis direction due to the frictional force on the circumferential surface of the tube that occurs during propulsion.

さらに埋設管の場合にも、同様にして運搬時、
据付時、埋戻時等における本管1と防食層B−2
の損傷を防止することができる。
Furthermore, in the case of buried pipes, when transporting them,
Main pipe 1 and corrosion protection layer B-2 during installation, backfilling, etc.
damage can be prevented.

建築用の柱に使用する場合は、防火被覆材(耐
火モルタル等)と化粧板(外装)とを必要とし、
従来は被覆工事には型枠を使用し、その型枠を取
外して化粧板の取付を行つており、また、海洋構
造物の脚柱として被覆管を用いる場合は、従来は
脚柱設置後に同様に型枠を用いてモルタルを現場
打ちしているが、本考案によれば外管が型枠を兼
ねることになるため、上記の如き場合にも作業工
程が簡便となる。
When used on architectural pillars, fireproof covering material (fireproof mortar, etc.) and decorative board (exterior) are required.
Traditionally, formwork was used for cladding work, and the formwork was removed and decorative panels were installed. Also, when cladding pipes were used as the pillars of offshore structures, conventionally the same method was used after the pillars were installed. Mortar is poured on-site using a formwork, but according to the present invention, the outer tube also serves as the formwork, which simplifies the work process even in the above-mentioned cases.

なお、本考案の多重被覆管は、状況に応じて工
場製作も現場製作も可能である。
Note that the multiple cladding tube of the present invention can be manufactured in a factory or on-site depending on the situation.

次に、従来の鎧装鋼管と、本考案の多重被覆管
の一実施例(1000A鋼管を被覆する場合)とを比
較する。従来の鎧装鋼管においては本管(鋼管)
の外面にアスフアルトビニロンクロスを6mm厚さ
に巻き、肉厚6.0mmの外装管との間にモルタルを
充填していたのに対し、本考案の多重被覆管にお
いては、本管(鋼管)の外面をアスフアルトビニ
ロンクロスを4mm厚さに巻くか、またはタールエ
ポキシ塗装0.3mmによつて被覆し、内面に突起高
さ3.0mm、幅7〜8mmのリブを有する肉厚1.0mmの
外管との間にモルタルを充填した。
Next, a comparison will be made between a conventional armored steel pipe and an embodiment of the multiple cladding pipe of the present invention (in the case of covering a 1000A steel pipe). In conventional armored steel pipes, the main pipe (steel pipe)
Asphalt vinylon cloth was wrapped around the outer surface of the main pipe (steel pipe) to a thickness of 6 mm, and mortar was filled between the outer surface of the main pipe (steel pipe) and the outer pipe with a wall thickness of 6.0 mm. wrapped with asphalt vinylon cloth to a thickness of 4 mm or coated with 0.3 mm of tar epoxy paint, and between an outer tube of 1.0 mm wall thickness and having ribs with a protrusion height of 3.0 mm and a width of 7 to 8 mm on the inner surface. was filled with mortar.

このようにして得た両者を比較したところ、本
考案によるものは、従来のものと同等以上の効果
が得られた。すなわち、本考案によれば外管の肉
厚は、従来の1/6となり、しかも強固に一体化し
た被覆管が得られる。
When the two obtained in this way were compared, it was found that the one according to the present invention had an effect equal to or better than that of the conventional one. That is, according to the present invention, the wall thickness of the outer tube is reduced to 1/6 of that of the conventional one, and a cladding tube that is firmly integrated can be obtained.

〔考案の効果〕[Effect of idea]

以上述べたように、本考案に係る多重被覆管
は、 (1) 従来の二重層鋼管に比べて、外管が型枠の役
割を兼ねる上、極めて軽量であるため、取扱い
が容易であり、しかも製造工程が簡単になるた
めコストを低減することができる。
As described above, the multi-clad pipe according to the present invention is: (1) Compared to conventional double-layer steel pipes, the outer pipe also serves as a formwork and is extremely lightweight, so it is easy to handle; Moreover, since the manufacturing process is simplified, costs can be reduced.

(2) 従来現場製作していたものも、運搬中の損傷
を防止出来ることにより工場製作が可能とな
り、それにより品質を向上させることができ
る。
(2) Items that were conventionally manufactured on site can now be manufactured in a factory by preventing damage during transportation, thereby improving quality.

(3) 外管の内面のリブによりモルタル等充填材と
外管とが一体となるため、推進時の外装管のズ
レをなくなり、又推進時、埋設時の本管及び防
食層の損傷が防止出来るため、長期的な防食性
能の維持が可能となる。
(3) Ribs on the inner surface of the outer tube integrate the filling material such as mortar and the outer tube, eliminating displacement of the outer tube during propulsion and preventing damage to the main tube and anti-corrosion layer during propulsion and burial. This makes it possible to maintain long-term anti-corrosion performance.

等の如き大きな効果をあげることができる。It is possible to achieve great effects such as:

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

第1図は本考案に係る多重被覆管の実施例を示
すもので、aは縦断面、bはそのa−a′横断面で
ある。 1:本管、2:外管、3:モルタル、B−1,
B−2:防食層、R:リブ。
FIG. 1 shows an embodiment of a multi-clad tube according to the present invention, in which a is a vertical cross section and b is a cross section along a-a'. 1: Main pipe, 2: Outer pipe, 3: Mortar, B-1,
B-2: Anticorrosion layer, R: Rib.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 内外面に防食層を有する本管を内面にスパイラ
ル状のリブを有し該本管の外径より大きい内径を
有する外管で覆い、該外管と前記本管との間に形
成した間隙にモルタルを充填し硬化させて一体化
したことを特徴とする多重被覆管。
A main pipe having anti-corrosion layers on the inner and outer surfaces is covered with an outer pipe having a spiral rib on the inner surface and an inner diameter larger than the outer diameter of the main pipe, and the gap formed between the outer pipe and the main pipe is A multi-clad pipe characterized by being filled with mortar and hardened to form an integrated structure.
JP7150381U 1981-05-18 1981-05-18 Expired JPS641592Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7150381U JPS641592Y2 (en) 1981-05-18 1981-05-18

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7150381U JPS641592Y2 (en) 1981-05-18 1981-05-18

Publications (2)

Publication Number Publication Date
JPS57182692U JPS57182692U (en) 1982-11-19
JPS641592Y2 true JPS641592Y2 (en) 1989-01-13

Family

ID=29867297

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7150381U Expired JPS641592Y2 (en) 1981-05-18 1981-05-18

Country Status (1)

Country Link
JP (1) JPS641592Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FI20075556L (en) * 2007-07-20 2009-01-21 Kwh Pipe Ab Oy Method for weighting plastic pipes and weighted plastic pipes

Also Published As

Publication number Publication date
JPS57182692U (en) 1982-11-19

Similar Documents

Publication Publication Date Title
US4361336A (en) Epoxy-concrete coated pipe
WO2010074550A1 (en) Assemblage formwork
JPS641592Y2 (en)
US2070888A (en) Lined concrete pipe
KR100444726B1 (en) Spacer of Ornamental Brick Wall
JP2657629B2 (en) Secondary lining structure for shield tunnel and its construction method
JPH0139781Y2 (en)
JPS6160210B2 (en)
JP2005232815A (en) Corrosion prevention structure and corrosion-prevention method for steel in interface between steel and concrete, and corrosion prevention structure and corrosion-prevention method of composite segment
CN220184306U (en) Water-stopping construction structure for outer wall construction joint
JPS6324166Y2 (en)
CN219432708U (en) Anti-seepage device
CN217630132U (en) Water stop steel plate structure
US5150551A (en) Prestressed composite concrete tank with improved pump joint and method for constructing the same
CN216520037U (en) Longitudinal pipe culvert with steel corrugated pipe culvert body
JP2955270B1 (en) Exterior resin-coated concrete segment for shield tunnel
JPH0136994Y2 (en)
JP2879044B1 (en) Internal resin-coated composite segment for shield tunnel and method of construction
RU2039174C1 (en) Single-layer wall panel of building
JPH0340921Y2 (en)
JP2672472B2 (en) Method for forming waterproof layer on continuous underground wall
JPH028146Y2 (en)
JPS60133147A (en) Concrete coated iron skeletal structure
JPH0678791B2 (en) Pressure resistant synthetic resin pipe
JPH056472Y2 (en)