US 11,892,278 B1
Method for removing section steel concrete column
Yingkang Yao, Wuhan (CN); Shanshan Yu, Wuhan (CN); Yongsheng Jia, Wuhan (CN); Xinzhe Nian, Wuhan (CN); Jinshan Sun, Wuhan (CN); Quanmin Xie, Wuhan (CN); Xiaowu Huang, Wuhan (CN); Changbang Liu, Wuhan (CN); and Dezhi Chen, Wuhan (CN)
Assigned to JIANGHAN UNIVERSITY, Wuhan (CN)
Filed by JIANGHAN UNIVERSITY, Wuhan (CN)
Filed on Jul. 19, 2023, as Appl. No. 18/355,306.
Claims priority of application No. 202211221747.0 (CN), filed on Oct. 8, 2022.
Int. Cl. F42D 3/02 (2006.01); E04G 23/08 (2006.01)
CPC F42D 3/02 (2013.01) [E04G 23/08 (2013.01)] 8 Claims
OG exemplary drawing
 
1. A method for removing a section steel concrete column, comprising:
determining a failure portion of the section steel concrete column according to a height dimension of the section steel concrete column;
crushing the failure portion to obtain a blasting position, part of section steel of the section steel concrete column being exposed at the blasting position;
a blasting object being provided at concrete and the part of the section steel at the blasting position, the blasting object provided at the part of the section steel being a linear energy-concentrating cutter;
detonating the blasting object to remove the section steel concrete column;
the failure portion being located at two ends of the section steel concrete column, and a length of the failure portion being ¼ to ⅓ of a length of the section steel concrete column;
the step of crushing the failure portion to obtain a blasting position comprising: crushing part of concrete at the failure portion by means of mechanical crushing to obtain a crushed portion;
cutting an exposed steel bar at the crushed portion to obtain the blasting position;
the blasting positions on the two ends of the section steel concrete column being centred on a centre line of the section steel concrete column in a centrosymmetric relationship.