首页> 外文会议>Canadian Society for Civil Engineering Annual conference >Superstructure Replacement and Substructure Modifications to the Fort Nelson River Bridae in Northern BC
【24h】

Superstructure Replacement and Substructure Modifications to the Fort Nelson River Bridae in Northern BC

机译:卑诗省北部纳尔逊堡河布里达的上层建筑置换和下部结构改造

获取原文

摘要

The existing eight span, 430 m long single-lane Fort Nelson River Bridge on Hwy 77 was constructed in 1984 and is one of world's longest ACROW bridges. The British Columbia Ministry of Transportation and Infrastructure (MoTI), the owner of the bridge, due to increasing traffic demands in the region, is pursuing the replacement of the narrow single lane superstructure with a new two lane superstructure utilizing the existing piers and abutments. McElhanney Consulting Services Limited (McElhanney) has undertaken the initial foundation evaluation, condition inspection, conceptual and detailed design of the new superstructure and rehabilitation of existing abutments and piers to accommodate the heavier and wider superstructure. The existing bridge has spans of 34 m - 37 m - 58 m - 70 m - 70 m - 70 m -58 m - 32 m with the longer spans using a double height ACROW section while the shorter spans have a single height section. The new superstructure consists of a full depth precast concrete composite deck with an out to out width of 10.0 m and three continuous lines of steel girders that vary in depth from 1.1 m to 3.0 m. The girders have been designed to be launched into place from the north end of the bridge. The abutments require additional piles and modified seats and backwalls to accommodate the wider structure. The land piers also require new steel pipe piles cast into new wider pile caps that support the existing pier shafts. As the bridge is to be constructed in extreme northern conditions, a significant amount of the bridge is shop fabricated for faster assembly on site.
机译:77号高速公路上现有的八跨,长430 m的纳尔逊堡河大桥建于1984年,是世界上最长的ACROW桥梁之一。由于该地区交通需求的增加,这座桥的所有者不列颠哥伦比亚省交通与基础设施部(MoTI)正在寻求利用现有的桥墩和桥台,用新的两车道上层建筑代替狭窄的单车道上层建筑。 McElhanney咨询服务有限公司(McElhanney)已对新的上部结构进行了基础评估,状况检查,概念和详细设计,并对现有的桥台和墩进行了修复,以适应较重和较宽的上部结构。现有桥梁的跨度为34 m-37 m-58 m-70 m-70 m-70 m -58 m-32 m,较长的跨度使用双高度ACROW截面,而较短的跨度则具有单个高度截面。新的上层建筑包括一个全深度的预制混凝土复合材料甲板,其出入宽度为10.0 m,以及三条连续的钢梁线,其深度从1.1 m到3.0 m不等。大梁的设计可以从桥的北端发射到位。基台需要额外的桩,并需要修改后的阀座和后壁,以适应更宽的结构。陆上码头还需要将新的钢管桩浇铸到新的较宽的桩帽中,以支撑现有的墩身竖井。由于桥梁是在极端的北方条件下建造的,因此大量的桥梁是工厂制造的,以便在现场更快地组装。

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