DocumentCode :
3279939
Title :
17-storey building fold blasting demolition and safety technology
Author :
Xu Shunxiang ; Chen Dezhi
Author_Institution :
Wuhan Univ. of Sci. & Technol., Wuhan, China
fYear :
2013
fDate :
16-18 Jan. 2013
Firstpage :
1
Lastpage :
4
Abstract :
This paper describes the successful experience of the directional blasting demolition of 17-storey frame shear wall structure building, and it analyzes and elucidates the blasting program determination, the pre-demolition and treatment, the burst altitude selection, detonating network and blasting safety technology. To dig the damping ditch, to pile up the sandbags buffer layer, and to use the detonation technology of the one-way fold blasting technology and hole inside millisecond delay combining with hole outside millisecond delay, can effectively shorten the collapse length, reduce the slump vibration, reduce heap ballast height, and reduce the blasting hazards. It can be a reference for blasting demolition of shear wall structure building under similar complex conditions, and it can be generalized in similar projects.
Keywords :
buildings (structures); detonation; safety; walls; 17-storey building fold blasting demolition; 17-storey frame shear wall structure building; blasting hazards; blasting program determination; blasting safety technology; burst altitude selection; damping ditch; detonating network; detonation technology; directional blasting demolition; heap ballast height reduction; one-way fold blasting technology; sandbags buffer layer; slump vibration; Concrete; Damping; Delay; Floors; Safety; Vibrations;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Intelligent System Design and Engineering Applications (ISDEA), 2013 Third International Conference on
Conference_Location :
Hong Kong
Print_ISBN :
978-1-4673-4893-5
Type :
conf
DOI :
10.1109/ISDEA.2012.392
Filename :
6456726
Link To Document :
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