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TRUSS THROUGH BRIDGE AND THE CONSTRUCTION METHOD THEREOF
The present invention relates to a truss through bridge in which a transverse bar and a longitudinal bar are assembled between both steel composite girders having a web truss, and a bottom plate is casted with concrete pile. The truss through bridge comprises: both side surface beams including a lower chord formed in a prestressed concrete structure (PSC structure), an upper chord formed in a composite steel structure, and a web member formed in a steel truss between the lower chord and the upper chord wherein a lower end of an inclination member is integrally formed by being integrally gathered on an upper surface of a lower chord node member; a transverse bar and a longitudinal bar having a lattice structure and formed between lower chords of the both side surface beams; and a bottom plate formed on an upper surface of the transverse bar and the longitudinal bar, thereby capable of quickly assembling the both side surface beams with the truss member including the upper chord, the lower chord, and the web member.
트러스 복부를 가진 양 강합성 거더 사이에 가로보와 세로보를 조립 설치하고, 현장타설 콘크리트로 바닥판을 타설하여 형성시키는 트러스 하로형 교량 및 그 시공방법에 관한 것으로서, 상기 트러스 하로형 교량은 PSC 구조로 형성된 하현재; 강합성 구조로 형성된 상현재; 상기 하현재와 상현재 사이에 경사부재가 강재 트러스 구조로 형성되는 것으로서, 상기 경사부재의 하단은 하현재격점부재 상면에 일체로 모여져 일체로 형성되는 복부재;를 포함하는 양 측면빔; 상기 양 측면빔의 하현재 사이에 형성된 격자구조의 가로보와 세로보; 상기 가로보와 세로보 상면에 형성된 바닥판;을 포함한다.
TRUSS THROUGH BRIDGE AND THE CONSTRUCTION METHOD THEREOF
The present invention relates to a truss through bridge in which a transverse bar and a longitudinal bar are assembled between both steel composite girders having a web truss, and a bottom plate is casted with concrete pile. The truss through bridge comprises: both side surface beams including a lower chord formed in a prestressed concrete structure (PSC structure), an upper chord formed in a composite steel structure, and a web member formed in a steel truss between the lower chord and the upper chord wherein a lower end of an inclination member is integrally formed by being integrally gathered on an upper surface of a lower chord node member; a transverse bar and a longitudinal bar having a lattice structure and formed between lower chords of the both side surface beams; and a bottom plate formed on an upper surface of the transverse bar and the longitudinal bar, thereby capable of quickly assembling the both side surface beams with the truss member including the upper chord, the lower chord, and the web member.
트러스 복부를 가진 양 강합성 거더 사이에 가로보와 세로보를 조립 설치하고, 현장타설 콘크리트로 바닥판을 타설하여 형성시키는 트러스 하로형 교량 및 그 시공방법에 관한 것으로서, 상기 트러스 하로형 교량은 PSC 구조로 형성된 하현재; 강합성 구조로 형성된 상현재; 상기 하현재와 상현재 사이에 경사부재가 강재 트러스 구조로 형성되는 것으로서, 상기 경사부재의 하단은 하현재격점부재 상면에 일체로 모여져 일체로 형성되는 복부재;를 포함하는 양 측면빔; 상기 양 측면빔의 하현재 사이에 형성된 격자구조의 가로보와 세로보; 상기 가로보와 세로보 상면에 형성된 바닥판;을 포함한다.
TRUSS THROUGH BRIDGE AND THE CONSTRUCTION METHOD THEREOF
트러스 하로형 교량 및 그 시공방법
EOM GI HA (Autor:in) / PARK SUNG MIN (Autor:in) / LEE JIN HO (Autor:in) / JEON YONG SIK (Autor:in) / KIM SUNG JAE (Autor:in) / CHOUNG TAEK SUL (Autor:in)
13.12.2017
Patent
Elektronische Ressource
Koreanisch
IPC:
E01D
BRIDGES
,
Brücken
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