"Synchronized Blasting Demolition of Workshop and Chimney under ComplicatedConditions"

- Organization:
- International Society of Explosives Engineers
- Pages:
- 13
- File Size:
- 3613 KB
- Publication Date:
- Jan 1, 2016
Abstract
For technical renovation of the thermal plant, one frame structure workshop of 50,000 m2 (59,800 yd2) construction area and one reinforcement concrete chimney of 150m (492 ft) height shall be demolished by blasting at same time. The engineering environment of which is complicated and the accommodation space is limited. Therefore, the collapse sequence, direction, scope of the dismantled building must be accurately controlled to ensure the safe operation of the adjacent generator unit and transformer station. By taking technical measures of theoretical analysis and numerical simulation etc., as well as research on structures collapse method and detailed delay interval, it puts forward the technology of bidirectional folded collapse of the workshop and it uniquely adopts the initiation system that combined with “half-second delay inside drilling” and “millisecond delay outside drilling”. Additionally, by using of the integrated vibration reduction technology in combination of the blasting ruins, buffer ditch and damping ditch, it has safely accomplished the demolition blasting work in high efficiency. Besides the demolition blasting vibration signal is collected and analyzed. The success of the demolition blasting will become valuable reference to other similar works.
Citation
APA:
(2016) "Synchronized Blasting Demolition of Workshop and Chimney under ComplicatedConditions"MLA: "Synchronized Blasting Demolition of Workshop and Chimney under ComplicatedConditions". International Society of Explosives Engineers, 2016.