首页> 外国专利> HYBRID BEAM HAVING WIDE PSC LOWER FLANGE AND ENLARGED SECTION UPPER FLANGE AND STRUCTURE USING SAME

HYBRID BEAM HAVING WIDE PSC LOWER FLANGE AND ENLARGED SECTION UPPER FLANGE AND STRUCTURE USING SAME

机译:混合梁具有较宽的PSC下部法兰和加大截面的上部法兰,并使用相同的结构

摘要

The present invention relates to a hybrid beam having a wide PSC lower flange and an enlarged section upper flange and a structure using the same. Specifically, the hybrid beam having the wide PSC lower flange and the enlarged section upper flange can obtain integrity with in-site concrete without an additional shear connector and can improve a horizontal shear internal force as a reinforcing bar of a slab can be arranged to be continuous in the upper part and the lower part. Also, the hybrid beam having the wide PSC lower flange and the enlarged section upper flange can maximize continuity of the beam and the slab and between the slabs adjacent to each other and can reinforce a compression zone when a construction load is applied or after being composed of the in-site concrete. According to a proper aspect of the present invention, the hybrid beam having the wide PSC lower flange and the enlarged section upper flange includes: the wide PSC lower flange comprising prestressed concrete to have a fixed length and a cross section having the width wider than the height; an embedded steel frame web comprising a pair of steel sheets having a through hole at fixed intervals in the longitudinal direction at a lower end and spaced at fixed intervals to be parallel, wherein the lower end of the embedded steel frame web is embedded in the wide lower flange in order for the through hole to be exposed to the upper part of the wide lower flange; the enlarged section upper flange formed in an upper end of the embedded steel frame web and reinforcing the compression zone; and a spacer connecting the enlarged section upper flanges on both sides.;COPYRIGHT KIPO 2017
机译:具有较宽的PSC下凸缘和增大截面的上凸缘的混合梁及其使用结构。具体地,具有较宽的PSC下凸缘和增大的截面上凸缘的混合梁可以在现场混凝土中获得完整性,而无需额外的剪切连接器,并且由于可以将平板的钢筋布置成可以提高水平剪切内力。在上部和下部连续。而且,具有较宽的PSC下部凸缘和增大的截面上部凸缘的混合梁可以使梁和板以及彼此相邻的板之间的连续性最大化,并且当施加建筑载荷时或在组合后可以增强压缩区域。现场混凝土。根据本发明的一个适当的方面,具有宽的PSC下凸缘和扩大的截面上凸缘的混合梁包括:宽的PSC下凸缘,其包括具有固定长度的预应力混凝土和具有比所述宽度宽的横截面的横截面。高度;一种埋入式钢框架腹板,包括一对钢板,该一对钢板在其下端在纵向上以固定的间隔在其下端具有通孔,并且以固定的间隔平行地隔开,其中,所述埋入式钢框架腹板的下端被宽阔地埋入。下部法兰,以使通孔暴露于宽大的下部法兰的上部;扩大部上凸缘形成在埋入式钢框架腹板的上端并加强压缩区域。 COPYRIGHT KIPO 2017

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