A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
REINFORCEMENT BAR JOINT METHOD AND REINFORCEMENT BAR JOINT STRUCTURE
To provide a reinforcement bar joint method and a reinforcement bar joint structure capable of eliminating overcrowinding arrangement of reinforcement bars at a joint part with a pile and a beam, or a footing foundation.SOLUTION: A reinforcement bar joint method of the present invention is a joint method of a joint where a large number of reinforcement bars 11 aligned on a circle of a pile head of a pile viewing from an upper surface and a plurality of inserting reinforcement bars 13 extending upward above the reinforcement bars are jointed, wherein the joint of the plurality of reinforcement bars and the inserting reinforcement bars are connected by passing a part of the reinforcement bars among the plurality of reinforcement bars adjacent to each other in a large number of reinforcement bars adjacent through a first joint member 1 and fixing the other part of the reinforcement bars on the first joint member 1, fixing the part of the reinforcement bars on a second joint member 2, and fixing the inserting bars in the second joint member 2.SELECTED DRAWING: Figure 2
【課題】杭と梁またはフーチング基礎との接合部における過密配筋を解消できる鉄筋連結方法および鉄筋連結構造を提供する。【解決手段】この鉄筋連結方法は、杭の杭頭部において上面から見て円周上に並んだ多数の鉄筋１１と鉄筋の上方に延びる複数の差し込み鉄筋１３との連結方法であって、多数の鉄筋の隣接する複数の鉄筋の内の一部の鉄筋を第１の連結部材１に貫通させ、残りの鉄筋を第１の連結部材１に固定し、一部の鉄筋を第２の連結部材２に固定し、差し込み鉄筋を第２の連結部材２に固定することで、複数の鉄筋と差し込み鉄筋とを連結する。【選択図】図２
REINFORCEMENT BAR JOINT METHOD AND REINFORCEMENT BAR JOINT STRUCTURE
To provide a reinforcement bar joint method and a reinforcement bar joint structure capable of eliminating overcrowinding arrangement of reinforcement bars at a joint part with a pile and a beam, or a footing foundation.SOLUTION: A reinforcement bar joint method of the present invention is a joint method of a joint where a large number of reinforcement bars 11 aligned on a circle of a pile head of a pile viewing from an upper surface and a plurality of inserting reinforcement bars 13 extending upward above the reinforcement bars are jointed, wherein the joint of the plurality of reinforcement bars and the inserting reinforcement bars are connected by passing a part of the reinforcement bars among the plurality of reinforcement bars adjacent to each other in a large number of reinforcement bars adjacent through a first joint member 1 and fixing the other part of the reinforcement bars on the first joint member 1, fixing the part of the reinforcement bars on a second joint member 2, and fixing the inserting bars in the second joint member 2.SELECTED DRAWING: Figure 2
【課題】杭と梁またはフーチング基礎との接合部における過密配筋を解消できる鉄筋連結方法および鉄筋連結構造を提供する。【解決手段】この鉄筋連結方法は、杭の杭頭部において上面から見て円周上に並んだ多数の鉄筋１１と鉄筋の上方に延びる複数の差し込み鉄筋１３との連結方法であって、多数の鉄筋の隣接する複数の鉄筋の内の一部の鉄筋を第１の連結部材１に貫通させ、残りの鉄筋を第１の連結部材１に固定し、一部の鉄筋を第２の連結部材２に固定し、差し込み鉄筋を第２の連結部材２に固定することで、複数の鉄筋と差し込み鉄筋とを連結する。【選択図】図２
REINFORCEMENT BAR JOINT METHOD AND REINFORCEMENT BAR JOINT STRUCTURE
鉄筋連結方法および鉄筋連結構造
WANG TAO (author) / TANIGUCHI OSAMU (author)
2021-02-12
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
Reinforcement structure and reinforcement method for beam column joint
| European Patent Office | 2020