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预制波形钢腹板PC工字梁构成连续箱梁桥创新技术
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(河南省交通规划勘察设计院有限责任公司 河南郑州 450052)

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汤意

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U448.213

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Innovative technology of precast corrugated steel web PC I-beams to form continuous box girder Bridges
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(Henan Transportation Planning, Survey and Design Institute Co., LTD., Zhengzhou 450052, China)

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    摘要:

    文章介绍了40米~60米跨径的波形钢腹板PC连续箱梁由预制的波形钢腹板PC工字梁构成连续箱梁桥创新技术:即通过将波形钢腹板PC连续箱梁横断面先"化整为零"为两个波形钢腹板PC工字梁单元,再将预制的两两工字梁单元通过横向湿接缝连接"化零为整"形成波形钢腹板PC连续箱梁。

    Abstract:

    This paper introduces the innovative technology of continuous box girder bridge with corrugated steel web PC with span of 40 m ~ 60 m, which is formed by prefabricated corrugated steel web PC I-beams. The cross section of the corrugated steel web PC continuous box girder is first "broken into pieces" into two corrugated steel web PC I-beam units, and then the prefabricated pair-two I-beam units are connected through transverse wet joints. Formed PC continuous box girder with corrugated steel web.

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引用本文

Yi Tang Innovative technology of precast corrugated steel web PC I-beams to form continuous box girder Bridges. Prestress Technology 2012,16(06):33-35. 10.59238/j. pt.2012.06.006

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  • 在线发布日期: 2023-08-06
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