发明名称 METHOD FOR JOINING HIGH STRENGTH BOLT FOR STEEL BOX GIRDER
摘要 PROBLEM TO BE SOLVED: To set a construction cost and an execution time in the same extent as the friction joint of a high strength bolt, and to inhibit the generation of noises more than the friction joint of the high strength bolt without deteriorating a landscape in the joining of the high strength bolt for a steel box girder. SOLUTION: The joining sections of upper and lower flange sections, which are not conspicuous, are formed in the friction joints of the high strength bolts as seen in conventional devices, and the joining sections of web plate sections, which are conspicuous and are at issue on the landscape, are joined by the high strength bolts on the girder internal-surface side, and are not viewable on the external surface sides.
申请公布号 JP2003082615(A) 申请公布日期 2003.03.19
申请号 JP20010277690 申请日期 2001.09.13
申请人 EAST JAPAN RAILWAY CO 发明人 ITO AKIO;SATO SEIICHI;UMEDA TAKAO;KUDO SHINJI;KANEKO TATSUYA
分类号 E04B1/58;E01D1/00;E01D2/00;E01D2/04;E01D101/30;F16B5/02;F16B31/02;(IPC1-7):E01D2/00 主分类号 E04B1/58
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