+高级检索 English
蝴蝶腹板梁的设计和施工
作者:
作者单位:

(柳州欧维姆工程有限公司 柳州 545005)

作者简介:

张峰

通讯作者:

中图分类号:

TU242.5

基金项目:


Design and construction of butterfly web beams
Author:
Affiliation:

(Liuzhou Overwem Engineering Co., LTD. Liuzhou 545005)

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    日本正在建造一种叫做蝴蝶腹板桥的新型桥梁,即田久保川桥。该桥是一座高速公路桥,共10跨,其中最大跨度为87.5m。蝴蝶腹板结构是在箱梁腹板处使用厚度为150mm的蝴蝶型的预制板。腹板的组成材料是强度为80MPa的混凝土,拉应力区用单根的预应力筋加强。另外,这个150mm厚的腹板内没有用钢筋而是用钢纤维加强。该桥使用自由悬臂法施工。蝴蝶型腹板是在混凝土厂预制,重3.3t。这使得主梁的施工重量比普通混凝土腹板的箱梁轻。因此,悬臂施工的速度比传统的现场浇筑法快约50%。

    Abstract:

    A new type of bridge called the Butterfly Web Bridge is being built in Japan, the Takubo Kawabashi Bridge. The bridge is a highway bridge with a total span of 10, of which the largest span is 87.5m. The butterfly web structure is a butterfly shaped prefabricated plate with a thickness of 150mm at the box girder web. The web is composed of concrete with a strength of 80MPa, and the tensile stress area is reinforced by a single prestressed bar. In addition, the 150mm thick web is reinforced with steel fibers instead of steel bars. The bridge was constructed using the free cantilever method. The butterfly web is prefabricated in the concrete plant and weighs 3.3t. This makes the construction weight of the main girder lighter than that of ordinary concrete web box girder. As a result, the cantilever construction is about 50% faster than the traditional pouring in situ method.

    参考文献
    相似文献
    引证文献
引用本文

Feng Zhang, Bingliang Guan, Fenglin Zhang Design and construction of butterfly web beams. Prestress Technology 2015,19(01):35-38. 10.59238/j. pt.2015.01.009

复制
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2023-08-06
  • 出版日期: