Study on the Effect of Resistance Sliding Key Chamber Blasting Construction of a Hydropower Station on Adjacent Buildings

Abstract:

In order to monitor and control the effect of blasting vibration on dam body, spillway overflow surface and mechanical and electrical equipment foundation at the excavation of resistance sliding key chamber, the fixed monitoring point scheme was used to monitor vibration speed of each point. According to the construction progress, a total of 44 times blasting vibration test were carried on, and data are integrity, which can accurately reflect the effect of resistance sliding key chamber excavation blasting on adjacent buildings. In blasting construction process, according to the analysis of monitoring data, the explosive dosage of single stage was adjusted, which effectively control the effect of blasting vibration. The results indicate that, in the process of resistance sliding key chamber blasting construction, particle vibration velocities of adjacent buildings such as dam body, spillway overflow surface, mechanical and electrical equipment foundation and etc. are in the velocity range of security vibration, which meets the requirements of design and specification, and real-time analysis of field monitoring guarantees the smooth completion of site construction.

• Periodical: Advanced Materials Research (Volumes 594-597)
• Pages: 2773-2776
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.594-597.2773
• Online since: November 2012
• Authors: Hua Feng Deng, Qian Luo, Xian Fan Yuan, Min Zhu
• Keywords: Chamber Blasting, Field Monitoring, Vibration Velocity

References

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DOI: 10.4028/www.scientific.net/amm.249-250.1047

[5] GB 6722-2003, Blasting Safety Regulations[S].2004:40-43.