JPS6143035Y2 - - Google Patents
Info
- Publication number
- JPS6143035Y2 JPS6143035Y2 JP4986783U JP4986783U JPS6143035Y2 JP S6143035 Y2 JPS6143035 Y2 JP S6143035Y2 JP 4986783 U JP4986783 U JP 4986783U JP 4986783 U JP4986783 U JP 4986783U JP S6143035 Y2 JPS6143035 Y2 JP S6143035Y2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- sheath
- tube
- fixed
- resin mortar
- 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
Links
- 239000004570 mortar (masonry) Substances 0.000 claims description 43
- 229920005989 resin Polymers 0.000 claims description 42
- 239000011347 resin Substances 0.000 claims description 42
- 230000035515 penetration Effects 0.000 claims description 2
- 239000011248 coating agent Substances 0.000 description 9
- 238000000576 coating method Methods 0.000 description 9
- 238000005260 corrosion Methods 0.000 description 7
- 230000002093 peripheral effect Effects 0.000 description 6
- 238000002347 injection Methods 0.000 description 4
- 239000007924 injection Substances 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 238000009413 insulation Methods 0.000 description 3
- 238000012856 packing Methods 0.000 description 3
- 230000000149 penetrating effect Effects 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 239000011083 cement mortar Substances 0.000 description 2
- 239000003822 epoxy resin Substances 0.000 description 2
- 229920000647 polyepoxide Polymers 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- -1 polyethylene Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Rigid Pipes And Flexible Pipes (AREA)
- Details Of Indoor Wiring (AREA)
Description
【考案の詳細な説明】
〔考案の技術分野〕
この考案はコンクリート壁に貫通固定した鞘管
に、この鞘管内に貫通させた管を電気的に絶縁し
て固定する管の取付構造に関するものである。[Detailed description of the invention] [Technical field of the invention] This invention relates to a tube mounting structure that electrically insulates and fixes the tube that penetrates into the sheath pipe and is fixed to the sheath pipe that penetrates the concrete wall. be.
右油、ガス、電力ケーブルなどのパイプライン
の配管工事においてピツト内や建物内に導入され
る管をピツトや建物のコンクリート壁に支持させ
る場合、一般には、コンクリート壁に対して鞘管
を貫通固定し、この鞘管内にパイプラインを構成
する管を貫通させてこの管を鞘管に対して電気的
に絶縁して固定している。
Right: When pipes introduced into a pit or building are supported on the concrete wall of the pit or building during piping work for pipelines such as oil, gas, or power cables, the sheath pipe is generally fixed through the concrete wall. A tube constituting the pipeline is passed through the sheath tube, and the tube is fixed and electrically insulated from the sheath tube.
第1図はコンクリート壁に貫通固定した鞘管に
対する管の取付構造として従来採用されているも
のを示したもので、第1図において、図中1はコ
ンクリート壁(例えばコンクリート建築物の
壁)、2はこのコンクリート壁1に貫通固定され
た鞘管、3は前記鞘管2内に貫通された被固定管
(パイプラインを構成する管)であり、この被固
定管3の外周面には鞘管貫通部全長にわたつて防
食塗装4が施されている。そして、この被固定管
3は、この管3と前記鞘管2との間隙に注入充填
されて固化されたエポキシ樹脂などの高強度でし
かも高い絶縁性をもつ樹脂モルタル5を介して鞘
管2に固定されると共に、前記防食塗装4と樹脂
モルタル5とにより鞘管2に対して二重に絶縁さ
れている。このように被固定管3を鞘管2に対し
て電気的に絶縁しているのは、管3をコンクリー
ト壁1に対して絶縁して管3の電気防食をはかる
ためである。なお、ここでは被固定管3と鞘管2
とを防食塗装4と樹脂モルタル5とで二重に絶縁
したものを示しているが、前記防食塗装4を施さ
ずに樹脂モルタル5だけで被固定管3と鞘管2と
を絶縁しているものもある。 Fig. 1 shows a conventionally adopted structure for attaching a sheath pipe to a sheath pipe fixed through a concrete wall. In Fig. 1, 1 indicates a concrete wall (for example, a wall of a concrete building) 2 is a sheath pipe fixed to the concrete wall 1; 3 is a fixed pipe (pipe constituting the pipeline) penetrated into the sheath pipe 2; a sheath is provided on the outer peripheral surface of the fixed pipe 3; An anticorrosion coating 4 is applied over the entire length of the pipe penetration part. The fixed tube 3 is then fixed to the sheath tube 2 through a resin mortar 5 having high strength and high insulation properties, such as epoxy resin, which is injected into the gap between the tube 3 and the sheath tube 2 and solidified. and is doubly insulated from the sheath pipe 2 by the anticorrosive coating 4 and the resin mortar 5. The reason why the fixed tube 3 is electrically insulated from the sheath tube 2 in this way is to insulate the tube 3 from the concrete wall 1 and thereby protect the tube 3 from cathodic corrosion. In addition, here, the fixed pipe 3 and the sheath pipe 2 are
The figure shows a case in which the pipes are double insulated with an anti-corrosion coating 4 and a resin mortar 5, but the fixed pipe 3 and the sheath pipe 2 are insulated only by the resin mortar 5 without applying the anti-corrosion coating 4. There are some things.
しかしながら、上記従来の管の取付構造におい
ては、コンクリート壁1に貫通固定される鞘管2
を、コンクリート壁1にあけた孔(図示せず)に
鞘管2を貫通させた後に鞘管2の外周面とコンク
リート壁1との間隙(孔内の間隙)にコンクリー
トまたはセメントモルタルを充填することによつ
て固定しているために、コンクリート壁1に対し
て鞘管2を電気的に絶縁することはできず、従つ
てコンクリート壁1に対する被固定管3の絶縁は
鞘管2と被固定管3との間の樹脂モルタル5によ
る(防食塗装4を施している場合は樹脂モルタル
5と防食塗装とによる)だけであるから、コンク
リート壁1に対する被固定管3の絶縁の信頼性が
低いという難点があるし、また管の取付施工に際
して、鞘管2とコンクリート壁1との間隙へのコ
ンクリートまたはセメントモルタルの充填と、鞘
管2と被固定管3との間隙への樹脂モルタル5の
充填との2度の充填作業を行なわなければならな
いために、管の取付作業に手数がかかるという欠
点もあつた。 However, in the conventional pipe mounting structure described above, the sheath pipe 2 is fixed through the concrete wall 1.
After passing the sheath pipe 2 through a hole (not shown) drilled in the concrete wall 1, the gap between the outer peripheral surface of the sheath pipe 2 and the concrete wall 1 (the gap inside the hole) is filled with concrete or cement mortar. Since the sheath pipe 2 is fixed by the concrete wall 1, it is not possible to electrically insulate the sheath pipe 2 from the concrete wall 1. It is said that the reliability of the insulation of the fixed pipe 3 against the concrete wall 1 is low because it is only by the resin mortar 5 between it and the pipe 3 (or by the resin mortar 5 and the anti-corrosion paint if the anti-corrosion coating 4 is applied). In addition, when installing the pipe, it is necessary to fill the gap between the sheath pipe 2 and the concrete wall 1 with concrete or cement mortar, and to fill the gap between the sheath pipe 2 and the fixed pipe 3 with resin mortar 5. Another disadvantage was that the pipe installation work was time-consuming because the filling work had to be carried out twice.
この考案は上記のような実情にかんがみてなさ
れたものであつて、その目的とするところは、鞘
管と被固定管だけでなく鞘管とコンクリート壁と
も電気的に絶縁してコンクリート壁に対して被固
定管を高い信頼性をもつて確実に絶縁することが
できると共に、管の取付施工も作業性よく行なう
ことができるようにした管の取付構造を提供する
ことにある。
This idea was devised in view of the above-mentioned circumstances, and its purpose is to electrically insulate not only the sheath pipe and the fixed pipe, but also the sheath pipe and the concrete wall, so that it can be connected to the concrete wall. It is an object of the present invention to provide a pipe mounting structure that can reliably insulate a fixed pipe with high reliability, and also allows the pipe mounting work to be carried out with good workability.
すなわち、この考案は、鞘管の壁貫通部の周囲
に複数の樹脂モルタル流出口を設け、被固定管と
鞘管との間隙に充填させる樹脂モルタルを、前記
樹脂モルタル流出口から鞘管の外周面とコンクリ
ート壁との間隙にも充填させた構成のものであ
る。
That is, in this invention, a plurality of resin mortar outflow ports are provided around the wall penetrating portion of the sheath tube, and the resin mortar to be filled into the gap between the fixed tube and the sheath tube is transferred from the resin mortar outflow ports to the outer periphery of the sheath tube. This structure also fills the gap between the surface and the concrete wall.
以下、本考案の一実施例を第2図を参照して説
明する。
Hereinafter, one embodiment of the present invention will be described with reference to FIG.
第2図において、図中2はコンクリート壁1に
貫通固定された鞘管であり、この鞘管2の両端側
には例えば丸鋼棒をリング状に曲げて形成された
リング部材6,6が鞘管2の軸線に対して垂直に
溶接固定されている。3は前記鞘管2内に貫通さ
れた被固定管であり、この管3の外周面には前記
鞘管2の両端側のリング部材6,6間に位置させ
て、一対のリング部材7,7が管3の軸線に対し
て斜めにかつ両リング部材7,7の傾き方向が逆
になるように溶接固定されており、さらにこの管
3の鞘管貫通部分の外周面には、前記リング部材
7,7をも覆うように防食塗装(例えばポリエチ
レンコーテイングなど)4が施されている。5は
前記鞘管2と管3との間隙に充填されたエポキシ
樹脂等の樹脂モルタルである。また、8は前記鞘
管2の両端部外周に嵌着された管軸方向の力及び
曲げ力などをコンクリート壁1に伝えるフラン
ジ、9はこのフランジ8を鞘管2に固定するフラ
ンジ補強材を兼ねるフランジ固定部材、10は前
記フランジ8とコンクリート壁1との間をシール
する緩衝性を有するパツキンである。また、11
は前記鞘管2の壁貫通部の中央に開口された樹脂
モルタル流出口であり、この流出口11は、鞘管
3の周囲に略等間隔に設けられている。 In Fig. 2, numeral 2 is a sheath pipe fixed to the concrete wall 1, and on both ends of the sheath pipe 2 are ring members 6, 6 formed by bending, for example, a round steel bar into a ring shape. It is welded and fixed perpendicularly to the axis of the sheath tube 2. Reference numeral 3 denotes a tube to be fixed that penetrates into the sheath tube 2, and a pair of ring members 7, located between the ring members 6, 6 on both ends of the sheath tube 2, are provided on the outer peripheral surface of the tube 3. 7 is welded and fixed obliquely to the axis of the tube 3 so that the inclination direction of both ring members 7, 7 is opposite, and furthermore, the ring An anticorrosive coating (eg, polyethylene coating) 4 is applied so as to cover the members 7, 7 as well. Reference numeral 5 denotes a resin mortar such as epoxy resin filled in the gap between the sheath tube 2 and the tube 3. Further, 8 is a flange fitted on the outer periphery of both ends of the sheath pipe 2 and transmits force in the tube axis direction and bending force to the concrete wall 1, and 9 is a flange reinforcing material for fixing the flange 8 to the sheath pipe 2. A flange fixing member 10 that also serves as a packing member has a cushioning property to seal between the flange 8 and the concrete wall 1. Also, 11
A resin mortar outlet is opened at the center of the wall penetrating portion of the sheath tube 2, and the outlet ports 11 are provided around the sheath tube 3 at approximately equal intervals.
この管の取付構造は、まずコンクリート壁1に
あけた鞘管挿入孔1aに、あらかじめ一端側に上
記フランジ8をフランジ固定部材9を介して溶接
固定すると共にこのフランジ8の内側にパツキン
10を嵌込んだ鞘管2を挿入し、この鞘管2のコ
ンクリート壁1の反対側に突出した端部に、パツ
キン10とフランジ8を順次嵌込んでこのフラン
ジ8と上記鞘管2の一端側に取付けたフランジ8
とをコンクリート壁1の両壁面に強く押付け、こ
の状態で鞘管突出端に嵌着した上記フランジ8の
外側にフランジ固定部材9を当接して、この固定
部材9とフランジ8及び鞘管2を溶接し、さらに
鞘管2とフランジ8とを溶接して、上記パツキン
10,10によりフランジ8,8とコンクリート
壁1の壁面との間を水密にシールした状態でコン
クリート壁1に鞘管2を固定した後、この鞘管2
に被固定管3を貫通して、この管3と鞘管2との
間隙に樹脂モルタル5を充填する施工法によつて
構成される。 The installation structure of this pipe is as follows: First, the above-mentioned flange 8 is welded to one end of the sheath pipe insertion hole 1a drilled in the concrete wall 1 via a flange fixing member 9, and a packing 10 is fitted inside the flange 8. Insert the sheath pipe 2 which has been inserted into the sheath pipe 2, fit the packing 10 and the flange 8 one after another into the end of the sheath pipe 2 that protrudes on the opposite side of the concrete wall 1, and attach this flange 8 to one end side of the sheath pipe 2. Flange 8
are strongly pressed against both wall surfaces of the concrete wall 1, and in this state, the flange fixing member 9 is brought into contact with the outside of the flange 8 fitted on the protruding end of the sheath tube, and the fixing member 9, the flange 8, and the sheath tube 2 are fixed. Then, the sheath pipe 2 and the flange 8 are welded together, and the sheath pipe 2 is attached to the concrete wall 1 with the flanges 8, 8 and the wall surface of the concrete wall 1 being watertightly sealed by the above-mentioned gaskets 10, 10. After fixing, this sheath tube 2
The resin mortar 5 is constructed by penetrating the fixed pipe 3 and filling the gap between the pipe 3 and the sheath pipe 2 with resin mortar 5.
上記樹脂モルタル5の充填は、被固定管3と鞘
管2との間隙部の両端を閉塞板12,12で塞
ぎ、一方の閉塞板12に樹脂モルタル注入筒13
を、他方の閉塞板12に空気抜き筒14を接続し
て、前記樹脂モルタル注入筒13から樹脂モルタ
ルを注入することによつて行なわれる。そして、
被固定管3と鞘管2との間隙に樹脂モルタルを注
入すると、この樹脂モルタルは被固定管3と鞘管
2との間隙に密に充入すると共に、鞘管2に設け
られている樹脂モルタル流出口11,11から鞘
管2の周囲に流出して鞘管2の外周面とコンクリ
ート壁1との間隙Aにも密に充入する。 To fill the resin mortar 5, both ends of the gap between the fixed tube 3 and the sheath tube 2 are closed with closing plates 12, 12, and a resin mortar injection tube 13 is placed in one of the closing plates 12.
This is performed by connecting the air vent cylinder 14 to the other closing plate 12 and injecting resin mortar from the resin mortar injection cylinder 13. and,
When resin mortar is injected into the gap between the fixed tube 3 and the sheath tube 2, this resin mortar will densely fill the gap between the fixed tube 3 and the sheath tube 2, and the resin provided in the sheath tube 2 will be filled with resin mortar. The mortar flows out around the sheath pipe 2 from the mortar outflow ports 11, 11, and also densely fills the gap A between the outer peripheral surface of the sheath pipe 2 and the concrete wall 1.
しかして、注入充填された樹脂モルタルが固化
すると、被固定管3が鞘管2に対して固化した樹
脂モルタル5により水密状態にかつ電気的に絶縁
されて固定されると共に、鞘管2もコンクリート
壁1に対して固化した樹脂モルタル5により水密
状態にかつ電気的に絶縁されて固定される。 When the injected resin mortar solidifies, the fixed pipe 3 is fixed to the sheath pipe 2 in a watertight state and electrically insulated by the solidified resin mortar 5, and the sheath pipe 2 is also fixed to the concrete. It is fixed to the wall 1 in a watertight and electrically insulated manner by solidified resin mortar 5.
従つて、この管の取付構造によれば、鞘管2と
被固定管だけでなく鞘管2とコンクリート壁1と
も電気的に絶縁して、コンクリート壁1に対して
被固定管3を高い信頼性をもつて確実に絶縁する
ことができるし、また前記被固定管3と鞘管2と
の間隙及び鞘管2とコンクリート壁1との間隙へ
の樹脂モルタルの充填は被固定管3と鞘管2との
間隙に樹脂モルタルを注入する1度の注入作業で
行なえるから、管の取付施工も作業性良く行なう
ことができる。 Therefore, according to this pipe mounting structure, not only the sheath pipe 2 and the fixed pipe but also the sheath pipe 2 and the concrete wall 1 are electrically insulated, and the fixed pipe 3 is highly reliable with respect to the concrete wall 1. In addition, filling the gap between the fixed pipe 3 and the sheath pipe 2 and the gap between the sheath pipe 2 and the concrete wall 1 with resin mortar is effective for ensuring insulation between the fixed pipe 3 and the sheath pipe. Since the resin mortar can be injected into the gap between the pipe 2 and the pipe 2 in one injection, the pipe can be installed with good work efficiency.
しかも、この管の取付構造においては、被固定
管3の外周面にこの管3の軸線に対して斜めにリ
ング部材7を取付けているから、管3に作用する
軸方向の力はもちろん、周方向の力(ねじり力)
も軸方向の力と周方向の力とに分けて樹脂モルタ
ル5に受止めさせることができる。さらに、この
管の取付構造においては、被固定管3にだけでな
く鞘管2にもその内周に管3側のリング部材7,
7をはさんでリング部材6,6を取付けており、
しかもこのリング部材6,6は軸方向の力を最も
強く受止めるように鞘管2の軸線に対して垂直に
設けているから、管3に軸方向の力が作用したと
きに樹脂モルタル5にかかる軸方向力はもちろ
ん、管3に周方向の力が作用したときに樹脂モル
タル5にかかる軸方向力(管外周の斜めのリング
部材7,7から樹脂モルタル5に伝えられる軸方
向分力)も鞘管内周のリング部材6,6に強力に
受止めさせることができる。また、管3に周方向
の力が作用したときに樹脂モルタル5にかかる周
方向の力は、樹脂モルタル5が鞘管内周面との面
接触による摩擦力に加えて樹脂モルタル5に喰込
んでいるリング部材6,6によつても鞘管2に強
固に拘束されていることによつて確実に鞘管2に
受止められることになり、従つて樹脂モルタル5
が鞘管2に対して回わり動くようなこともない。 Moreover, in this tube mounting structure, since the ring member 7 is attached to the outer circumferential surface of the fixed tube 3 obliquely with respect to the axis of the tube 3, not only the axial force acting on the tube 3 but also the circumferential force Directional force (torsion force)
The resin mortar 5 can receive the force separately into an axial force and a circumferential force. Furthermore, in this tube mounting structure, a ring member 7 on the tube 3 side is attached not only to the fixed tube 3 but also to the sheath tube 2 on its inner periphery.
Ring members 6, 6 are installed across 7,
Moreover, since the ring members 6, 6 are installed perpendicularly to the axis of the sheath tube 2 so as to receive the strongest axial force, when an axial force is applied to the tube 3, the resin mortar 5 Not only this axial force but also the axial force applied to the resin mortar 5 when a circumferential force acts on the tube 3 (axial component force transmitted to the resin mortar 5 from the diagonal ring members 7, 7 on the outer circumference of the tube) It can also be strongly received by the ring members 6, 6 on the inner periphery of the sheath tube. Furthermore, when a circumferential force is applied to the tube 3, the circumferential force applied to the resin mortar 5 is due to the friction force caused by the surface contact of the resin mortar 5 with the inner circumferential surface of the sheath tube, as well as the force biting into the resin mortar 5. Since the ring members 6 and 6 are firmly restrained to the sheath tube 2, the resin mortar 5 is reliably received by the sheath tube 2.
There is no possibility that the tube rotates or moves relative to the sheath tube 2.
なお、上記実施例では被固定管3に防食塗装4
を施しているが、この防食塗装4はなくてもよ
い。また、上記実施例では鞘管2の内周面と被固
定管3の外周面とにリング部材6,7を設けてい
るが、パイプラインの伸縮やねじれ等があまり大
きくなく、被固定管3に作用する軸方向の力や周
方向の力が比較的小さい場合は前記リング部材
6,7はなくてもよい。 In addition, in the above embodiment, the anti-corrosion coating 4 is applied to the fixed pipe 3.
However, this anti-corrosion coating 4 may be omitted. Further, in the above embodiment, the ring members 6 and 7 are provided on the inner peripheral surface of the sheath pipe 2 and the outer peripheral surface of the fixed pipe 3. If the axial force or circumferential force acting on the ring member is relatively small, the ring members 6 and 7 may be omitted.
この考案によれば、鞘管と被固定管だけでなく
鞘管とコンクリート壁とも電気的に絶縁してコン
クリート壁に対して被固定管を高い信頼性をもつ
て確実に絶縁することができると共に、樹脂モル
タルの充填を1度の注入作業で行なえるから、管
の取付施工も作業性良く行なうことができる。
According to this invention, it is possible to electrically insulate not only the sheath pipe and the fixed pipe but also the sheath pipe and the concrete wall, and to reliably insulate the fixed pipe from the concrete wall with high reliability. Since the resin mortar can be filled in a single injection operation, the pipe installation work can be carried out with good work efficiency.
第1図は従来の管の取付構造を示す管取付部の
断面図、第2図は本考案の一実施例を示す管取付
部の断面図である。
1……コンクリート壁、2……鞘管、3……被
固定管、5……樹脂モルタル、11……樹脂モル
タル流出口。
FIG. 1 is a sectional view of a tube attachment part showing a conventional tube attachment structure, and FIG. 2 is a sectional view of a tube attachment part showing an embodiment of the present invention. 1... Concrete wall, 2... Sheath pipe, 3... Fixed pipe, 5... Resin mortar, 11... Resin mortar outlet.
Claims (1)
定し、この鞘管内に被固定管を貫通させてこの被
固定管を、この被固定管と鞘管との間隙に充填し
た樹脂モルタルにより鞘管に電気的に絶縁して固
定した管の取付構造において、前記鞘管の壁貫通
部の周囲に複数の樹脂モルタル流出口を設け、前
記被固定管と鞘管との間隙に充填させる樹脂モル
タルを、前記樹脂モルタル流出口から鞘管の外周
面とコンクリート壁との間隙にも充填させたこと
を特徴とする管の取付構造。 A pipe mounting structure in which a sheath pipe is passed through and fixed to a hole in a concrete wall, and a fixed pipe is passed through the sheath pipe so that the fixed pipe is fixed to the sheath pipe while being electrically insulated by resin mortar filled in the gap between the fixed pipe and the sheath pipe, characterized in that a plurality of resin mortar outlets are provided around the wall penetration portion of the sheath pipe, and the resin mortar filled in the gap between the fixed pipe and the sheath pipe is also filled into the gap between the outer circumferential surface of the sheath pipe and the concrete wall from the resin mortar outlets.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4986783U JPS5983276U (en) | 1983-04-04 | 1983-04-04 | Pipe mounting structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4986783U JPS5983276U (en) | 1983-04-04 | 1983-04-04 | Pipe mounting structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5983276U JPS5983276U (en) | 1984-06-05 |
JPS6143035Y2 true JPS6143035Y2 (en) | 1986-12-05 |
Family
ID=30180353
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4986783U Granted JPS5983276U (en) | 1983-04-04 | 1983-04-04 | Pipe mounting structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5983276U (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4538958B2 (en) * | 2001-01-16 | 2010-09-08 | Jfeエンジニアリング株式会社 | Anti-corrosion treatment equipment for through-wall steel pipes |
JP6913644B2 (en) * | 2018-02-19 | 2021-08-04 | 三菱重工業株式会社 | Sealing device |
-
1983
- 1983-04-04 JP JP4986783U patent/JPS5983276U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS5983276U (en) | 1984-06-05 |
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