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Precasttype anchorage segment structures for building PSC(prestressed concrete) box girder bridge

机译:用于建造PSC(预应力混凝土)箱梁桥的预制锚固段结构

摘要

PSC box girder bridge construction precast type fixing unit segment structured body according to the present invention, PSC box after the construction of the respective cast-in-place segments in the construction of a girder bridge, as being joined construction to that side surface of each cast-in-place segments, substantially whole has a structure in the form of hexahedron, and forming through-holes for the insertion of the PC steel materials for the introduction prestressing predetermined part of the body, one end of the through-hole is for persistence after prestressing the introduction of the PC steel material inserted into the through hole there is characterized in that the anchorage in the buried features.; Thus, according as the present invention, in more than three days, the air release required for concrete curing period in a conventional manner if so produced at the site (plant) by the pre-pre-cast method, the construction of PSC box girder bridge using this 2 It can be shortened to less than one, the parts by fixing the precast screen can be further improved workability advantage that for the prestress introduced.
机译:根据本发明的PSC箱梁桥构造预制型固定单元节段结构体,在梁桥构造中各个浇铸节段构造之后的PSC箱作为接合构造到每个的侧面现浇段,基本上整体上具有六面体形式的结构,并形成用于插入PC钢材的通孔,以将PC钢材料引入到预应力的预定部位中,该通孔的一端用于预应力引入的PC钢材料插入通孔后的持久性的特征在于锚固在埋入特征中。因此,根据本发明,如果在现场(工厂)通过预浇铸法,PSC箱形梁的构造产生混凝土,则在三天以上以常规方式释放混凝土固化期所需的空气。使用此桥架2可以缩短到少于一个,通过固定预制筛的零件可以进一步提高可加工性,优点是对于引入的预应力而言。

著录项

  • 公开/公告号KR100537773B1

    专利类型

  • 公开/公告日2005-12-22

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20020068654

  • 发明设计人 허석범;

    申请日2002-11-07

  • 分类号E01D2/04;

  • 国家 KR

  • 入库时间 2022-08-21 21:27:13

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