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A platform for research: civil engineering, architecture and urbanism
JOINING METHOD OF PILE AND BEAM-COLUMN CONNECTION ASSEMBLY AND JOINING STRUCTURE OF PILE AND BEAM-COLUMN CONNECTION ASSEMBLY
To provide a joining method of a pile and a beam-column connection assembly which can suppress increase in the size of a footing size using a beam-column connection assembly having a steel pipe of a footing.SOLUTION: A joining method of a pile 30 and a beam-column connection assembly 10 includes: preparing a beam-column connection assembly 10 having a first steel pipe 16 opened downward; installing a second steel pipe 20 so as to surround a pile head 32 of the pile 30; installing the beam-column connection assembly 10 at a predetermined position so that the lower part of the first steel pipe 16 enters to the inside of the second steel pipe 20; filling the inside of the second steel pipe 20 and the inside of the first steel pipe 16 which are arranged at at least a predetermined gap D with the pile head 32 with a curable filler; and integrating the pile head 32 and the beam-column connection assembly 10.SELECTED DRAWING: Figure 1
【課題】本発明は、フーチングの鋼管を備える柱梁仕口組立体を用いながらもフーチング寸法の大型化を抑制することができる杭と柱梁仕口組立体の接合方法を提供する。【解決手段】本発明に係る杭３０と柱梁仕口組立体１０の接合方法は、下方に向かって開口する第１鋼管１６を備える柱梁仕口組立体１０を準備し、杭３０の杭頭３２を囲むように第２鋼管２０を設置し、第１鋼管１６の下部が第２鋼管２０の内側に入り込むように柱梁仕口組立体１０を所定位置に設置し、杭頭３２に対し少なくとも所定の間隔Ｄを隔てて配置された第２鋼管２０の内側及び第１鋼管１６の内側に硬化性充填材を充填して杭頭３２と柱梁仕口組立体１０とを一体化する。【選択図】図１
JOINING METHOD OF PILE AND BEAM-COLUMN CONNECTION ASSEMBLY AND JOINING STRUCTURE OF PILE AND BEAM-COLUMN CONNECTION ASSEMBLY
To provide a joining method of a pile and a beam-column connection assembly which can suppress increase in the size of a footing size using a beam-column connection assembly having a steel pipe of a footing.SOLUTION: A joining method of a pile 30 and a beam-column connection assembly 10 includes: preparing a beam-column connection assembly 10 having a first steel pipe 16 opened downward; installing a second steel pipe 20 so as to surround a pile head 32 of the pile 30; installing the beam-column connection assembly 10 at a predetermined position so that the lower part of the first steel pipe 16 enters to the inside of the second steel pipe 20; filling the inside of the second steel pipe 20 and the inside of the first steel pipe 16 which are arranged at at least a predetermined gap D with the pile head 32 with a curable filler; and integrating the pile head 32 and the beam-column connection assembly 10.SELECTED DRAWING: Figure 1
【課題】本発明は、フーチングの鋼管を備える柱梁仕口組立体を用いながらもフーチング寸法の大型化を抑制することができる杭と柱梁仕口組立体の接合方法を提供する。【解決手段】本発明に係る杭３０と柱梁仕口組立体１０の接合方法は、下方に向かって開口する第１鋼管１６を備える柱梁仕口組立体１０を準備し、杭３０の杭頭３２を囲むように第２鋼管２０を設置し、第１鋼管１６の下部が第２鋼管２０の内側に入り込むように柱梁仕口組立体１０を所定位置に設置し、杭頭３２に対し少なくとも所定の間隔Ｄを隔てて配置された第２鋼管２０の内側及び第１鋼管１６の内側に硬化性充填材を充填して杭頭３２と柱梁仕口組立体１０とを一体化する。【選択図】図１
JOINING METHOD OF PILE AND BEAM-COLUMN CONNECTION ASSEMBLY AND JOINING STRUCTURE OF PILE AND BEAM-COLUMN CONNECTION ASSEMBLY
杭と柱梁仕口組立体の接合方法及び杭と柱梁仕口組立体の接合構造
INANAGA EIJI (author) / TERAMOTO TAKESHI (author) / MIYOSHI MASAHITO (author) / KAKINUMA TAKAHIRO (author) / SATO GENTA (author) / HANAWA TORU (author) / TAKENAKA HIROYUKI (author) / FUKUDA TAKESHI (author)
2022-01-18
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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