Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
FOUNDATION BEAM JOINT STRUCTURE
To provide a foundation beam joint structure that can reduce the labor of bar arrangement and improve the yield strength of footing.SOLUTION: A foundation beam joint structure 10 has a concrete footing 12 in which a lower end of a column 16 is embedded and supports the column 16, a concrete foundation beam 14 joined to the side surface of the footing 12, a plurality of beam main bars 18 arranged on the foundation beam 14 and having their ends embedded in the footing 12, a plurality of foundation main bars 24 embedded in the footing 12, extending parallel to the beam main bar 18, arranged on both sides of the column 16, and at least a part of which is arranged between the beam main bars 18 and connected to the beam main bars 18 by a gap joint, and a shear reinforcing bar 28 embedded in the footing 12 and surrounding the foundation main bar 24 and the beam main bar 18.SELECTED DRAWING: Figure 1
【課題】配筋の手間を低減するとともに、フーチングの耐力を向上させることができる基礎梁接合構造を提供する。【解決手段】基礎梁接合構造１０は、柱１６の下端部が埋設され、柱１６を支持するコンクリート造のフーチング１２と、フーチング１２の側面に接合されるコンクリート造の基礎梁１４と、基礎梁１４に配筋され、端部がフーチング１２に埋設された複数の梁主筋１８と、フーチング１２に埋設され、梁主筋１８と平行に延び、柱１６の両側に配置されるとともに、少なくとも一部が梁主筋１８同士の間に配置され、梁主筋１８とあき重ね継手によって接続された複数の基礎主筋２４と、フーチング１２に埋設され、基礎主筋２４と梁主筋１８とを取り囲むせん断補強筋２８と、を有する。【選択図】図１
FOUNDATION BEAM JOINT STRUCTURE
To provide a foundation beam joint structure that can reduce the labor of bar arrangement and improve the yield strength of footing.SOLUTION: A foundation beam joint structure 10 has a concrete footing 12 in which a lower end of a column 16 is embedded and supports the column 16, a concrete foundation beam 14 joined to the side surface of the footing 12, a plurality of beam main bars 18 arranged on the foundation beam 14 and having their ends embedded in the footing 12, a plurality of foundation main bars 24 embedded in the footing 12, extending parallel to the beam main bar 18, arranged on both sides of the column 16, and at least a part of which is arranged between the beam main bars 18 and connected to the beam main bars 18 by a gap joint, and a shear reinforcing bar 28 embedded in the footing 12 and surrounding the foundation main bar 24 and the beam main bar 18.SELECTED DRAWING: Figure 1
【課題】配筋の手間を低減するとともに、フーチングの耐力を向上させることができる基礎梁接合構造を提供する。【解決手段】基礎梁接合構造１０は、柱１６の下端部が埋設され、柱１６を支持するコンクリート造のフーチング１２と、フーチング１２の側面に接合されるコンクリート造の基礎梁１４と、基礎梁１４に配筋され、端部がフーチング１２に埋設された複数の梁主筋１８と、フーチング１２に埋設され、梁主筋１８と平行に延び、柱１６の両側に配置されるとともに、少なくとも一部が梁主筋１８同士の間に配置され、梁主筋１８とあき重ね継手によって接続された複数の基礎主筋２４と、フーチング１２に埋設され、基礎主筋２４と梁主筋１８とを取り囲むせん断補強筋２８と、を有する。【選択図】図１
FOUNDATION BEAM JOINT STRUCTURE
基礎梁接合構造
OUSALEM HASSANE (Autor:in) / MAEDA TATSUHIKO (Autor:in) / KOBAYASHI FUKO (Autor:in)
20.05.2021
Patent
Elektronische Ressource
Japanisch
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