High-Strength Bolt
AssigneesNational Institute for Materials Science, Kyowa Kogyosyo Co., Ltd., Fusokiko Co., Ltd.
InventorsYuuji Kimura, Tadanobu Inoue, Shuji Murasaki, Mataichi Fukuda
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AssigneesNational Institute for Materials Science, Kyowa Kogyosyo Co., Ltd., Fusokiko Co., Ltd.
InventorsYuuji Kimura, Tadanobu Inoue, Shuji Murasaki, Mataichi Fukuda
Estimating the term…
Provided is a high-strength bolt which has a tensile strength of 1,200 MPa or more while exhibiting excellent ductility and delayed facture resistance, and further has an excellent impact toughness which had not been obtained in the conventional high-strength bolt. The high-strength bolt has a tensile strength of 1.2 GPa or more and includes a threaded portion and cylindrical neck portion. The bolt has K of 0.8 or more and satisfies Ho<Hs, where K is defined by the equation: (Ao×Ho)/(As×Hs)=K, in which Ao is an effective cross-sectional area of the cylindrical neck portion with a diameter larger than that of the threaded portion, Ho is a Vickers hardness of a portion at which Ao is measured, As is an effective cross-sectional area of the threaded portion, and Hs is a Vickers hardness of the threaded portion.
A high-strength bolt having a tensile strength of 1.2 GPa or more and comprising a threaded portion and a cylindrical neck portion,
Dependencies are inferred from the claim text.