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STRUCTURE FOR CONNECTING CONCRETE SLAB AND STEEL GIRDER TOGETHER
PROBLEM TO BE SOLVED: To provide a structure for connecting a concrete slab and a steel girder together, which enables the concrete slab to be easily removed from the steel girder.SOLUTION: A structure 10 for connecting a concrete slab 12 and a steel girder 14 together comprises an anti-coming-off member (high nut 16) that is embedded in an undersurface 12A of the concrete slab 12. The anti-coming-off member (high nut 16) is attached to an upper flange 14A of the steel girder 14 by bolted connection.SELECTED DRAWING: Figure 2
【課題】コンクリート床版を鋼桁から容易に撤去することができるコンクリート床版と鋼桁との連結構造を提供する。【解決手段】コンクリート床版１２と鋼桁１４との連結構造１０であって、コンクリート床版１２の下面１２Ａに埋め込まれたずれ止め部材（高ナット１６）を備え、前記ずれ止め部材（高ナット１６）は、鋼桁１４の上フランジ１４Ａにボルト接合で取り付けられている。【選択図】図２
STRUCTURE FOR CONNECTING CONCRETE SLAB AND STEEL GIRDER TOGETHER
PROBLEM TO BE SOLVED: To provide a structure for connecting a concrete slab and a steel girder together, which enables the concrete slab to be easily removed from the steel girder.SOLUTION: A structure 10 for connecting a concrete slab 12 and a steel girder 14 together comprises an anti-coming-off member (high nut 16) that is embedded in an undersurface 12A of the concrete slab 12. The anti-coming-off member (high nut 16) is attached to an upper flange 14A of the steel girder 14 by bolted connection.SELECTED DRAWING: Figure 2
【課題】コンクリート床版を鋼桁から容易に撤去することができるコンクリート床版と鋼桁との連結構造を提供する。【解決手段】コンクリート床版１２と鋼桁１４との連結構造１０であって、コンクリート床版１２の下面１２Ａに埋め込まれたずれ止め部材（高ナット１６）を備え、前記ずれ止め部材（高ナット１６）は、鋼桁１４の上フランジ１４Ａにボルト接合で取り付けられている。【選択図】図２
STRUCTURE FOR CONNECTING CONCRETE SLAB AND STEEL GIRDER TOGETHER
コンクリート床版と鋼桁との連結構造
TANAKA HIROAKI (author) / NAKAYAMA ATSUO (author)
2017-12-21
Patent
Electronic Resource
Japanese
IPC:
E01D
BRIDGES
,
Brücken
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