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    • 7. 发明授权
    • 콘크리트 복합 기둥 및 이를 이용한 건축물 시공방법
    • 复合混凝土柱及其构造方法
    • KR100797194B1
    • 2008-01-29
    • KR1020070040724
    • 2007-04-26
    • (주)엠씨에스공법(주)크로스구조연구소기술사사무소
    • 홍원기이호찬김점한
    • E04B1/30E04B1/20
    • E04B1/30E04B5/43E04C3/293E04C3/34
    • A composite concrete column and a method of constructing a building by using the composite concrete column are provided to shorten the construction period and increase earthquake resistance than pre-casted concrete by extending upper and lower concrete columns between an exposed section, wherein an H beam is coupled between the columns in the exposed section and by coupling crossbeams to the H beam. Upper and lower concrete columns(10,20) are extended lengthwise with an exposed section between the columns. In the exposed section, An H beam(30) is coupled and exposed between a lower end of the upper concrete column and an upper end of the lower concrete column. Plural reinforcing steel bars(40) are embedded around the exposed H beam and extend lengthwise through upper and lower concrete columns. The H beam has a web(33) connecting a pair of flanges(31,32). Plural brackets(51,52) are installed to the H beam in the exposed section for assembling cross beams.
    • 提供一种复合混凝土柱和使用复合混凝土柱构筑建筑物的方法,通过在暴露部分之间延伸上下混凝土柱来缩短施工周期并提高抗震性,其中H梁为 耦合在暴露部分中的列之间并且将横梁耦合到H梁。 上下混凝土柱(10,20)在柱之间的暴露部分的纵向延伸。 在暴露的部分中,H H梁(30)联接并暴露在上混凝土柱的下端和下混凝土柱的上端之间。 多个加强钢筋(40)围绕暴露的H型钢束进行埋设,并通过上下混凝土柱纵向延伸。 H梁具有连接一对凸缘(31,32)的腹板(33)。 多个支架(51,52)安装在用于组装横梁的暴露部分中的H型梁上。