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Multi-span continuous P.S.C - I beam bridge by division tension

机译:多跨连续P.S.C-I梁桥的分张张力

摘要

The present invention relates to a multi-span continuous PS C eye beam bridge by divided tensile method, and in the conventional multi-span or more multi-span PS eye beam bridge, a tensile strength of considerable magnitude is applied to a point where continuous slab concrete of each span is combined. And consequent cracking of the concrete, resulting in the rapid progress of failure of the upper slab concrete at the continuous bonding point.;The present invention is capable of preventing damage to a point as in the prior art, even if the multi-span bridge of two or more spans is composed of the P.S.C beam (1), the multi-span bridge of two or more spans to the simple beam. In the hypothesis of the C-I beam 1, both ends of the P. C-strand 5 are drawn to both ends of the P. C-I-beam 4, and then produced independently. It is hypothesized that one end of the P. C. strand (5) drawn above the two S. C. eye beam (4) adjacent to each other at the point that is the boundary surface of each span is connected with the fixed fixing plate (6). After arranging the seed strands 5 to cross each other, the slab concrete 2 is poured and the other end of the P. strand strand 5 drawn out to the upper side of the P. S eye beam 4 is pre-installed slab. To allow additional tensioning through the openings 8 in the concrete. will be.
机译:本发明涉及一种通过分割拉伸法的多跨连续PS C眼梁桥,并且在常规的多跨或多跨多PS跨眼梁桥中,相当大的抗拉强度被施加到连续的点上。每个跨度的平板混凝土被组合。以及随之而来的混凝土开裂,导致上层板混凝土在连续粘结点处的破坏迅速发展。本发明即使在多跨桥的情况下也能够像现有技术一样防止损坏点。两个或多个跨度中的一个由PSC梁(1)组成,两个或多个跨度的多跨度桥连接到简单梁。在C-1梁1的假设下,将P.C链5的两端拉到P.C-1梁4的两端,然后独立产生。假设在每个跨度的边界表面的点处彼此相邻的两个SC眼梁(4)上方绘制的PC股(5)的一端与固定固定板(6)连接。在将种线5彼此交叉布置之后,浇注板坯混凝土2,并且将拉出到P形眼梁4的上侧的P.链条5的另一端预安装板。为了允许通过混凝土中的开口8附加张紧。将会。

著录项

  • 公开/公告号KR200206741Y1

    专利类型

  • 公开/公告日2000-12-15

    原文格式PDF

  • 申请/专利权人 권오근;윤숙현;

    申请/专利号KR20000016575U

  • 发明设计人 권오근;윤숙현;

    申请日2000-06-12

  • 分类号E01D21/00;E01D2/02;

  • 国家 KR

  • 入库时间 2022-08-22 01:11:53

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