A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
JOINING STRUCTURE OF STEEL PIPE AND JOINING METHOD OF STEEL PIPE
PROBLEM TO BE SOLVED: To provide a joining structure of a steel pipe which can construct a joining-type column using short-length steel pipes even if drive stop positions of steel pipe piles are different from one another.SOLUTION: In a joining structure of a steel pipe for joining a steel pipe column 3A to a steel pipe plie 2 which is driven into the ground, the steel pipe column 3A comprises a diameter-contracted part 9 which is formed at an upper part, and contracted in a diameter toward an upper end, and a stopper 11 which protrudes to the outside of the steel pipe column 3A in a radial direction, and regulates the displacement of the steel pipe column to an axial direction. The steel pipe pile 2 has an internal peripheral diameter larger than an external peripheral diameter of the steel pipe column 3A at least at an upper part, the steel pipe column 3A is inserted into the steel pipe pile 2, the stopper 11 abuts on an upper end face of the steel pipe pile 2, and mortar 8 is filled into a clearance between the steel pipe column 3A and the steel pipe pile 2.SELECTED DRAWING: Figure 2
【課題】鋼管杭の打止め位置が異なっても、短尺鋼管を利用した継ぎ式の柱を施工することのできる鋼管の接合構造を提供すること。【解決手段】土中に打ち込まれた鋼管杭２に、鋼管柱３Ａを接合する鋼管の接合構造は、鋼管柱３Ａは、上部に形成され、上端に向かって縮径する縮径部９と、鋼管柱３Ａの径方向外側に突出し、鋼管柱が軸方向にずれるのを規制するストッパ１１とを備え、鋼管杭２は、少なくとも上部が、鋼管柱３Ａの外周径よりも大きな内周径を有し、鋼管柱３Ａが、鋼管杭２の内部に挿入され、ストッパ１１が鋼管杭２の上端面に当接し、鋼管柱３Ａ及び鋼管杭２の隙間にモルタル８が充填されている。【選択図】図２
JOINING STRUCTURE OF STEEL PIPE AND JOINING METHOD OF STEEL PIPE
PROBLEM TO BE SOLVED: To provide a joining structure of a steel pipe which can construct a joining-type column using short-length steel pipes even if drive stop positions of steel pipe piles are different from one another.SOLUTION: In a joining structure of a steel pipe for joining a steel pipe column 3A to a steel pipe plie 2 which is driven into the ground, the steel pipe column 3A comprises a diameter-contracted part 9 which is formed at an upper part, and contracted in a diameter toward an upper end, and a stopper 11 which protrudes to the outside of the steel pipe column 3A in a radial direction, and regulates the displacement of the steel pipe column to an axial direction. The steel pipe pile 2 has an internal peripheral diameter larger than an external peripheral diameter of the steel pipe column 3A at least at an upper part, the steel pipe column 3A is inserted into the steel pipe pile 2, the stopper 11 abuts on an upper end face of the steel pipe pile 2, and mortar 8 is filled into a clearance between the steel pipe column 3A and the steel pipe pile 2.SELECTED DRAWING: Figure 2
【課題】鋼管杭の打止め位置が異なっても、短尺鋼管を利用した継ぎ式の柱を施工することのできる鋼管の接合構造を提供すること。【解決手段】土中に打ち込まれた鋼管杭２に、鋼管柱３Ａを接合する鋼管の接合構造は、鋼管柱３Ａは、上部に形成され、上端に向かって縮径する縮径部９と、鋼管柱３Ａの径方向外側に突出し、鋼管柱が軸方向にずれるのを規制するストッパ１１とを備え、鋼管杭２は、少なくとも上部が、鋼管柱３Ａの外周径よりも大きな内周径を有し、鋼管柱３Ａが、鋼管杭２の内部に挿入され、ストッパ１１が鋼管杭２の上端面に当接し、鋼管柱３Ａ及び鋼管杭２の隙間にモルタル８が充填されている。【選択図】図２
JOINING STRUCTURE OF STEEL PIPE AND JOINING METHOD OF STEEL PIPE
鋼管の接合構造、及び鋼管の接合方法
TOMINAGA NORIYOSHI (author) / MYONAKA SHINJI (author) / SANO MASAKI (author)
2017-06-22
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
JOINING METHOD OF STEEL PIPE, JOINING STRUCTURE OF STEEL PIPE, AND STEEL PIPE PILE
| European Patent Office | 2017
| European Patent Office | 2022
STEEL PIPE JOINT STRUCTURE AND STEEL PIPE JOINING METHOD
| European Patent Office | 2017
JOINING STRUCTURE AND JOINING METHOD FOR SQUARE STEEL PIPE COLUMN
| European Patent Office | 2020