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Multi-span continuous P.S.C. - I beam bridge and its construction method

机译:多跨连续P.S.C. -我梁桥及其施工方法

摘要

P The present invention is a continuous span. S.-seed relates to a construction method and structure of the composite girder bridge ahyibim Conventionally, blood is prestressed so that the continuous compression of each span beam (1) seed. (PC) strand (3) when placed in tension to be a tensile stress occurs in concrete slab (2).; The invention lower blood when the beam as shown in Fig. 1, 2 and 3 illustrate manufacture the ground beforehand. Seed. Strand 4 and the intermediate portion P, Mr.. Separated by a strand (5) lower blood seeds. Strand 4 is then in a pre-tension the fixing in the ground state hypothesis for each of the beams (1) over a shift (9) or bridge pier 10, the intermediate portion P, Mr.. The blood-span tensile of fixing the strands (5). S. seed-according to the construction method of ahyibim bridge, Fig. 2, the upper blood even in the slab cross-section, such as 3 seed. Placing the strand (7) in parallel to the longitudinal direction of the bridge and seal fixing by first introducing a prestress compression stress in the concrete slab (2) offset by the tensile stresses mentioned above and to chairs.
机译:P本发明是连续的跨度。 S.-seed涉及复合大梁桥ahyibim的施工方法和结构。通常,对血液进行预应力处理,以使每个跨度梁(1)的种子不断受到压缩。 (PC)股线(3)在受拉时会在混凝土板(2)中产生拉应力。当如图1、2和3所示的光束预先制造地面时,本发明降低血液。种子。股线4和中间部分P. Mr.由股线(5)隔开,下部是血种子。然后,在位移(9)或桥墩10,中间部分P先生的作用下,钢绞线4处于预张紧状态,固定在每个梁(1)的基态假设下。股线(5)。 S.种子按照阿依比姆桥的建造方法,如图2所示,上层血液甚至在平板横截面上,如3个种子。首先将预应力压缩应力引入混凝土板(2)中,以抵消上述拉应力,然后将其平行于桥的纵向放置,然后通过固定将预应力压缩应力引入到椅子中,从而进行密封固定。

著录项

  • 公开/公告号KR100478572B1

    专利类型

  • 公开/公告日2005-03-28

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20020008656

  • 发明设计人 권오근;이무일;김원근;윤숙현;

    申请日2002-02-19

  • 分类号E01D2/02;

  • 国家 KR

  • 入库时间 2022-08-21 22:04:03

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