STEEL FLOOR SLAB STRUCTURE

PROBLEM TO BE SOLVED: To provide a steel floor slab structure with its work efficiency and construction period shortened by eliminating division of a welding line. SOLUTION: A steel floor slab 200 has main girders 1 parallel to the bridge axis indicated by an arrow, lateral ribs 2 (the welding line...

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Main Authors KAWABATA ATSUTAKA, YAMAMOTO YASUMIKI, YAKABE AKIRA, EZAKI MASAHIRO, ODAKA TOMOYUKI
Format Patent
LanguageEnglish
Published 10.05.2007
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Abstract PROBLEM TO BE SOLVED: To provide a steel floor slab structure with its work efficiency and construction period shortened by eliminating division of a welding line. SOLUTION: A steel floor slab 200 has main girders 1 parallel to the bridge axis indicated by an arrow, lateral ribs 2 (the welding line W12) orthogonal to the main girders 1 and joined to the main girders 1, longitudinal ribs 3 supported by the lateral ribs 2, a deck plate 4 (the welding lines W14 and W34) having the under surface side joined to the main girders 1 and the longitudinal ribs 3 and pavement 5 arranged on an upper surface of the deck plate 4. A flange 31 of the longitudinal rib 3 of a cross-sectional L shape abuts on an upper flange 21 of the lateral rib 2 of a cross-sectional H shape, and a reinforcing rib 7 is arranged (the welding lines W71 and W72) by straddling the upper flange 21 of the lateral rib 2 and a web 22, and the reinforcing rib 7 is arranged in about the same phase as the longitudinal rib 3, and relieves stress concentration of an abutting part of the longitudinal rib 3 and the lateral rib 2. The upper flange 21 of the lateral rib 2 and the flange 31 of the longitudinal rib 3 are mechanically joined. COPYRIGHT: (C)2007,JPO&INPIT
AbstractList PROBLEM TO BE SOLVED: To provide a steel floor slab structure with its work efficiency and construction period shortened by eliminating division of a welding line. SOLUTION: A steel floor slab 200 has main girders 1 parallel to the bridge axis indicated by an arrow, lateral ribs 2 (the welding line W12) orthogonal to the main girders 1 and joined to the main girders 1, longitudinal ribs 3 supported by the lateral ribs 2, a deck plate 4 (the welding lines W14 and W34) having the under surface side joined to the main girders 1 and the longitudinal ribs 3 and pavement 5 arranged on an upper surface of the deck plate 4. A flange 31 of the longitudinal rib 3 of a cross-sectional L shape abuts on an upper flange 21 of the lateral rib 2 of a cross-sectional H shape, and a reinforcing rib 7 is arranged (the welding lines W71 and W72) by straddling the upper flange 21 of the lateral rib 2 and a web 22, and the reinforcing rib 7 is arranged in about the same phase as the longitudinal rib 3, and relieves stress concentration of an abutting part of the longitudinal rib 3 and the lateral rib 2. The upper flange 21 of the lateral rib 2 and the flange 31 of the longitudinal rib 3 are mechanically joined. COPYRIGHT: (C)2007,JPO&INPIT
Author ODAKA TOMOYUKI
KAWABATA ATSUTAKA
YAKABE AKIRA
YAMAMOTO YASUMIKI
EZAKI MASAHIRO
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METROPOLITAN EXPRESSWAY CO LTD
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Snippet PROBLEM TO BE SOLVED: To provide a steel floor slab structure with its work efficiency and construction period shortened by eliminating division of a welding...
SourceID epo
SourceType Open Access Repository
SubjectTerms ASSEMBLY OF BRIDGES
CONSTRUCTION OF BRIDGES
CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
FIXED CONSTRUCTIONS
OR VIADUCTS
Title STEEL FLOOR SLAB STRUCTURE
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