发明名称 |
STEEL BOX BRIDGE OF HARDNESS RADATION |
摘要 |
PURPOSE: A filled type steel box girder bridge with differential stiffness is provided to extend service life by reducing fatigue load and prevent deformation by preventing local buckling in a steel box. CONSTITUTION: A filled type steel box girder bridge with differential stiffness is constituted as follows. A steel box with differential stiffness is supported by a bridge seat(30) placed on the top of a pier. A pier reinforcement part(41) is formed inside the steel box. The pier reinforcement part is constituted as follows. An outer lower portion of a ceiling finishing plate(411) is welded with a lower flange(403). A channel plate(412) is welded with the inner left portion, the inner right portion, and the inner lower portion of the channel finishing plate, so a U-shaped space(413) is formed. The U-shaped space is filled with filler(C). |
申请公布号 |
KR101034337(B1) |
申请公布日期 |
2011.05.16 |
申请号 |
KR20100003236 |
申请日期 |
2010.01.13 |
申请人 |
SANI CONSTRUCTION CO., LTD. |
发明人 |
CHOE, DONG CHEON;KIM, HYEA SOOK |
分类号 |
E01D2/04;E01D2/00;E01D21/00 |
主分类号 |
E01D2/04 |
代理机构 |
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代理人 |
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主权项 |
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地址 |
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