发明名称 |
CONTINUOUS BEAM BRIDGE USING HYBRID GIRDER |
摘要 |
PURPOSE: A continuous bridge using a hybrid girder is provided to reduce height and lengthen clear span by maximizing the advantages of compressive stress resistant concrete and tensile stress resistant steel. CONSTITUTION: A continuous bridge using a hybrid girder comprises three or more points including an abutment and pier and consists of a steel girder(SG) or a hybrid girder(HG). Only a steel girder consisting of a steel unit(110) is arranged on a general section, which is a positive moment section of the continuous bridge. A hybrid girder is arranged on a charging section, which is a negative moment section. The steel unit is as follows. A lower plate is formed on the lower part of an upper plate(111) side by side in a length direction. The upper and lower plates are connected by a connecting plate(112). |
申请公布号 |
KR101093744(B1) |
申请公布日期 |
2011.12.19 |
申请号 |
KR20110011022 |
申请日期 |
2011.02.08 |
申请人 |
SANI CONSTRUCTION CO., LTD. |
发明人 |
YANG, SEUNG LOCK;CHOE, DONG CHEON |
分类号 |
E01D2/00;E04C3/293 |
主分类号 |
E01D2/00 |
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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