首页> 外文会议>Global Conference on Materials Science and Engineering >Damage investigation of pre-stressed cables in segmental box girder concrete bridge ev.No.324-018 in Pardubice,Czech Republic
【24h】

Damage investigation of pre-stressed cables in segmental box girder concrete bridge ev.No.324-018 in Pardubice,Czech Republic

机译:捷克共和国普利科德州分段箱梁混凝土桥EV.NO.324-018中预应力电缆的损伤调查

获取原文

摘要

Complete reconstruction of the reinforced pre-stressed bridge Pavel Wonky in Pardubice was carried out in 2006.During this reconstruction speciaHsts of the Klokner Institute made a complete revision of linear free external cables in bridge chambers,namely from the aspect of corrosion.During the ordinary visual inspection of the bearing structure of this bridge,in July 2017 [1],the SUS Pardubice staff members found out that in the places above both the pillars in the right-hand chamber of the Pavel Wonka bridge central beam in Pardubice,the blocks of deviators on the left-hand side of the chamber were deflected against the direction of stationing,towards Hradec Kralove.Some of the findings obtained during this revision are presented in this article.
机译:在Pardubice的完全重建钢水披风队在Pardubice中进行了2006年。在克洛克研究所的这种重建Speciashsts在桥室中完全修改了桥室的线性外部电缆,即来自腐蚀的方面。普通目视检查这座桥梁的轴承结构,2017年7月[1],SUS Pardubice工作人员发现,在Paivubice的Paiv-Hanka Bridge Central梁的右手室的柱子上方的柱子上。腔室左侧的偏差器偏向于驻扎的方向,朝向HRADEC KRALOVE。本文介绍了在本文中获得的调查结果。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号