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PROBLEM TO BE SOLVED: To provide a steel plate concrete joint structure capable of sufficiently filling concrete inside walls and securing continuity of the concrete.SOLUTION: A floor 10 has: a pair of floor side steel plates 11 and 12 which are arranged one above the other with a gap therebetween; and a floor side concrete section 13 made by filling concrete between the pair of floor side steel plates 11 and 12. A wall 20 has: a first wall side steel plate 21 which is connected to an edge section of the floor 10 and extended in one direction; a second wall side steel plate 22 which is arranged with a horizontal distance from the first wall side steel plate 21 and extended in one direction; a plurality of connection steel plates 30 which connect the first wall side steel plate 21 and the second wall side steel plate 22 at height positions of the floor side steel plates 11 and 12 and are arranged in one direction at intervals with flat faces thereof parallel to a vertical direction; and a wall side concrete section 23 made by filling the concrete between the first wall side steel plate 21 and the second wall side steel plate 22 in the vertical direction along the flat faces of the connection steel plates 30.SELECTED DRAWING: Figure 2
【課題】壁内のコンクリートの充填性を良好且つ連続性を確保することができる鋼板コンクリート造の接合構造を提供する。【解決手段】床10は、互いに上下方向に離間して配置された一対の床側鋼板11,12と、一対の床側鋼板11,12の間に充填された床側コンクリート部13と、を備え、壁20は、床10の端部と接合され一方向に沿って延びる第一壁側鋼板21と、第一壁側鋼板21と水平方向に離間して配置され一方向に沿って延びる第二壁側鋼板22と、第一壁側鋼板21と第二壁側鋼板22とを床側鋼板11,12の高さ位置で連結し、鉛直面に沿うとともに一方向に間隔を有して配置された複数の連結鋼板30と、第一壁側鋼板21と第二壁側鋼板22との間に、連結鋼板30の上下方向にわたって充填された壁側コンクリート部23と、を備えることを特徴とする。【選択図】図2
PROBLEM TO BE SOLVED: To provide a steel plate concrete joint structure capable of sufficiently filling concrete inside walls and securing continuity of the concrete.SOLUTION: A floor 10 has: a pair of floor side steel plates 11 and 12 which are arranged one above the other with a gap therebetween; and a floor side concrete section 13 made by filling concrete between the pair of floor side steel plates 11 and 12. A wall 20 has: a first wall side steel plate 21 which is connected to an edge section of the floor 10 and extended in one direction; a second wall side steel plate 22 which is arranged with a horizontal distance from the first wall side steel plate 21 and extended in one direction; a plurality of connection steel plates 30 which connect the first wall side steel plate 21 and the second wall side steel plate 22 at height positions of the floor side steel plates 11 and 12 and are arranged in one direction at intervals with flat faces thereof parallel to a vertical direction; and a wall side concrete section 23 made by filling the concrete between the first wall side steel plate 21 and the second wall side steel plate 22 in the vertical direction along the flat faces of the connection steel plates 30.SELECTED DRAWING: Figure 2
【課題】壁内のコンクリートの充填性を良好且つ連続性を確保することができる鋼板コンクリート造の接合構造を提供する。【解決手段】床10は、互いに上下方向に離間して配置された一対の床側鋼板11,12と、一対の床側鋼板11,12の間に充填された床側コンクリート部13と、を備え、壁20は、床10の端部と接合され一方向に沿って延びる第一壁側鋼板21と、第一壁側鋼板21と水平方向に離間して配置され一方向に沿って延びる第二壁側鋼板22と、第一壁側鋼板21と第二壁側鋼板22とを床側鋼板11,12の高さ位置で連結し、鉛直面に沿うとともに一方向に間隔を有して配置された複数の連結鋼板30と、第一壁側鋼板21と第二壁側鋼板22との間に、連結鋼板30の上下方向にわたって充填された壁側コンクリート部23と、を備えることを特徴とする。【選択図】図2
STEEL PLATE CONCRETE JOINT STRUCTURE
鋼板コンクリート造の接合構造
OTA KAZUYA (author)
2017-06-22
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
steel plate concrete structure with joint assembly and joint structure
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