A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Integral type beam-column node area column hoop and constructing method thereof
The invention discloses an integral type beam-column node area column hoop and a constructing method thereof. The integral type beam-column node area column hoop is formed by welding a twisted steel bar and a round steel bar. The constructing method comprises the following steps: (1) fabricating an integral column hoop according to a height of a beam of a design drawing; (2) sleeving a column longitudinal steel bar with the integral column hoop and putting on a floor template; (3) building the steel bar of the beam on the template on stilts and binding, and enabling the steel bar of an anchoring section at the end part of the beam to extend into the column hoop for binding together; and (4) integrally putting the column hoop in place after binding the steel bar of the beam and the steel bar of the anchoring section at the end part of the beam. By adopting the integral type beam-column node area column hoop, the steel bar at a beam-column node can be bound once, a construction method is simple and convenient, the quality is easily controlled; meanwhile, the integral type column hoop can ensure the quantity of stirrups of the node and the thickness of a steel bar protecting layer, so that the connecting strength of the beam-column node is improved.
Integral type beam-column node area column hoop and constructing method thereof
The invention discloses an integral type beam-column node area column hoop and a constructing method thereof. The integral type beam-column node area column hoop is formed by welding a twisted steel bar and a round steel bar. The constructing method comprises the following steps: (1) fabricating an integral column hoop according to a height of a beam of a design drawing; (2) sleeving a column longitudinal steel bar with the integral column hoop and putting on a floor template; (3) building the steel bar of the beam on the template on stilts and binding, and enabling the steel bar of an anchoring section at the end part of the beam to extend into the column hoop for binding together; and (4) integrally putting the column hoop in place after binding the steel bar of the beam and the steel bar of the anchoring section at the end part of the beam. By adopting the integral type beam-column node area column hoop, the steel bar at a beam-column node can be bound once, a construction method is simple and convenient, the quality is easily controlled; meanwhile, the integral type column hoop can ensure the quantity of stirrups of the node and the thickness of a steel bar protecting layer, so that the connecting strength of the beam-column node is improved.
Integral type beam-column node area column hoop and constructing method thereof
GAN RONGMAO (author) / HUANG ZILING (author) / ZHU JIAXIANG (author) / LIAO LIBO (author) / HE YONG (author) / ZHANG MINGXUAN (author) / WEI YUANJI (author)
2015-05-20
Patent
Electronic Resource
English
Column top permanent hoop-shaped lifting node and control method thereof
| European Patent Office | 2023
COLUMN HOOP REINFORCEMENT WIDTH FASTENER OF BEAM-COLUMN CONNECTION PART
| European Patent Office | 2019
Hoop type steel reinforced concrete beam column dry type joint structure
| European Patent Office | 2022
| European Patent Office | 2015
| European Patent Office | 2024