为了确保爆破引起的振动不会对邻近建(构)筑物及其设施或设备产生不利影响,采用振动速度做为爆破的控制标准。爆破所需要的孔排距以及单位内的耗药量和单响药量等都需要采用试验来进行确认,对于深孔梯段的爆破需要采用孔间的微差以及排间的微差进行结合的方式实施起爆。采用非电爆破网络,实施多段起爆,控制每次爆破规模从而保障相邻建(构)筑物的安全。 In order to ensure that the vibration caused by blasting will not adversely affect the neighboring structures (buildings) and their facilities or equipment, the vibration velocity is used as the control standard of blasting. The required row spacing of the blasting and the consumption of drugs and the single bolus dose in the unit need to be confirmed by experiments. For the blasting of the deep-hole bench, the difference between the holes and the difference between the rows need to be combined The way the implementation of detonation. Using non-electric burst network, the implementation of multi-stage detonation, control the size of each blasting in order to protect the adjacent building (structure) building safety.