板巻き鋼管の英語

Ｃｕめっきフェライト系ステンレス鋼板および多重巻き鋼管例文帳に追加

Cu-PLATED FERRITIC STAINLESS STEEL SHEET AND MULTIPLY-WOUND STEEL PIPE - 特許庁

鋼管の製造方法であって、製造する前記鋼管の肉厚より薄い鋼板を巻き重ねる巻き工程と、前記鋼板が重なり合っている部位を溶接する溶接工程と、を有することを特徴とする鋼管の製造方法。例文帳に追加

The method of manufacturing the steel pipe, includes a rolling step where a steel sheet which is thinner than the wall thickness of the steel pipe to be manufactured is rolled and lapped, and a welding step in which the region where the steel sheets are lapped is welded. - 特許庁

また、ステンレス鋼管に黄銅板を巻き付けて黄銅管状に外嵌形成して保護材２０ａ、２２ａとする。例文帳に追加

The protective materials 20a, 22a are also formed by winding a brass plate around the stainless pipe so as to form an externally fitted brass pipe. - 特許庁

アークを安定化させることで、スラグ巻き込みなどの溶接欠陥の発生を抑制し、溶接部品質を良好なものとすることができる、ＵＯＥ鋼管を製造するのに好適な、鋼板のサブマージアーク溶接方法及びＵＯＥ鋼管製造用サブマージアーク溶接機を提供する。例文帳に追加

To provide a submerged arc welding method of a steel plate which is capable of suppressing occurrence of defective welding such as slag inclusion by stabilizing arc and realizing excellent quality of a weld part and suitable for manufacturing a UOE steel tube, and a submerged arc welding machine for manufacturing the UOE steel tube. - 特許庁

複数の異板厚または異鋼種の鋼板１，２，３の端部を溶接した切板素材４を、板巻き造管してテーラード鋼管とする。例文帳に追加

A cut plate base material 4 prepared by welding the ends of a plurality of steel plates 1, 2, 3 different from each other or one another in plate thickness or steel type is subjected to plate winding to prepare a tailored steel pipe. - 特許庁

素材である扇形の切板を円筒状に丸める板巻き成形し、当該切板端部の突き合せ部をレーザー溶接し、溶接した後の熱影響部が幅２ｍｍ以下としたことを特徴とするコニカル鋼管。例文帳に追加

The conical steel tube is characterized in that a fan-shaped cut steel sheet which is a raw material is formed by winding it tubularly and the butting portion of an end part of the cut steel sheet is laser-welded and a heat affected zone after welding has a width of 2mm or less. - 特許庁

連続繊維シート１２を円筒形の薄板鋼管１１に巻き付けてなる連続繊維補強管１０と柱主筋とを立設して連続繊維補強管１０内に打設された内部コンクリート３と所定柱断面をなすように打設された外部コンクリート４とを一体化して構成した。例文帳に追加

The concrete column is constituted by installing a continuous fiber reinforced pipe 10 formed by placing a continuous fiber sheet 12 around a cylindrical thin-plate steel pipe 11 and a main column reinforcement in a standing manner and integrating internal concrete 3 placed within the pipe 10 and external concrete 4 placed in such a manner as to have a prescribed cross section. - 特許庁