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Junction structure null of half precast concrete beam and cast-in-place concrete large

机译:半预制混凝土梁与现浇混凝土的连接结构无效

摘要

PURPOSE:To facilitate construction execution and secure the joint strength by assembling the header of a half PC small beam which has a tapered surface spreading upwardly onto the side surface of a site laying concrete large beam without allowing an anchorage stem to project onto a header surface. CONSTITUTION:Upper part vertical surfaces 5a and 5b and tapered surfaces 5a and 5a spreading under the upper part vertical surfaces 5a and 5b without projecting an anchorage stem onto the header surfaces of the half precasted concrete small beams 5 and 5. Then, the small beams 5 and 5 are assembled into the side surface joint part of a site laying concrete large beam 1. After concrete laying for the large beam 1, the component force of the vertical load applied on the small beams 5 and 5 exerts a wedge action onto the joint surface of the large beam 1 through the tapered surfaces 5a and 5a, and the small beams 5 and 5 are attached onto the large beam 1 with a sufficient joint strength. Therefore, the obstruction for construction execution by the anchorage stem projecting from the headers of the small beams 5 and 5 is prevented.
机译:目的:通过组装半PC小梁的集管,以方便施工,并确保接头强度,该半PC小梁的锥形表面向上扩展到铺设混凝土大梁的站点的侧面,而锚固杆不能突出到集管表面。组成:上部垂直表面5a和5b,以及在上部垂直表面5a和5b下方扩展的锥形表面5a和5a,而没有将锚固杆突出到半预制混凝土小梁5和5的集管表面上。然后,这些小梁将图5和图5的组合件组装到铺设混凝土大梁1的现场的侧面接合部中。在将混凝土铺设为大梁1之后,施加在小梁5和5上的垂直载荷的分力在混凝土上施加楔形作用。大梁1通过锥形表面5a和5a的接合表面,以及小梁5和5以足够的接合强度附接到大梁1上。因此,防止了从小梁5和5的集管伸出的锚固杆对施工执行的阻碍。

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