资料简介： 摘 要
本课题共分为八章，系统的阐述了影响巷道快速掘进的主要因素—掏槽爆破技术。
本课题首先阐述了巷道掘进的现状及存在的问题、巷道快速掘进的理论发展、影响巷道快速掘进的主要因素及本课题研究方案；然后是掏槽爆破理论，球形药包与柱状药包的爆破作用机理对比，掏槽爆破的排渣理论，包括岩渣的受力、运动规律、运动物理模型；掏槽种类的选择；巷道爆破掘进的其它理论包括空孔作用，空气柱间隔装药爆破技术，装药结构和起爆顺序；最新技术理论—分段延期爆破理论和岩石损伤理论；最后为工程实例。
关键词： 岩石爆破；破碎区；排渣；掏槽种类；炮眼深度；炮眼数目；炮眼布置；装药量；堵塞长度；空孔作用；间隔装药；起爆顺序；装药结构；延期爆破；岩石损伤ABSTRACT
This topic is divided into ten chapters , and illustrates cutting blasting technology which is the master influence factors of blasting technique of quick tunneling in rock drift .
This topic firstly expounds the roadway excavation status and existing problems , and the development of theory of roadway, the main factors of roadway and the research plan . Then cut blasting theory , contrast of the theory of Spherical medicine package and columnar medicine package , the blasting effect mechanism of cut blasting theory,including rock into slag mechanical motion rule, slag, physical model . Cutting type selection . Roadway excavation blasting theory include other function, air column spacing charging blasting technology, charge structure and initiation order, The latest theory - section delay blasting theory and rock damage theory . For the engineering example.
Key words： rock blasting ; crushing zone ; cast slag ; cutting type ; depth of borehole ; number of borehole ; arranging boreholes ; underwater ; jam length ; action of empty hole ; interval propellant ;initiation order ; charging structure ; delay blasting ; Rock damage
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