任震,程五一,刘敦华,卢弘扬,刘小刚,席小武,王会兵
REN Zhen,CHENG Wu-yi,LIU Dun-hua,LU Hong-yang,LIU Xiao-gang,XI Xiao-wu,WANG Hui-bing

• 1:中国地质大学(北京)工程技术学院
• 2:中铁十六局第四分公司

摘要(Abstract)：

对封堵灵的使用方法和封堵钻孔的效果进行介绍,并根据现场实际施工的数据结果进行对比分析,研究了封堵灵封堵材料-水压复合爆破施工技术在充分利用炸药性能,增加掘进进尺;降低洞内粉尘含量,改善洞内施工作业环境;缩短循环时间,提高施工作业效率;改善光爆质量等方面的效果。结果表明:封堵灵封堵材料-水压复合爆破施工技术的施工效果均优于常规爆破及水压爆破。
A study on the effects of plugging materials and hydraulic composite blasting construction technique in the aspects of increasing the tunneling footage by making full use of the explosive property.Construction work environment was improved by reducing dust content in the hole;working efficiency was improved by shortening the cycle time;the effect of plugging drilling was advanced by analyzing the data of the site operation.The results showed that Fengduling-hydraulic composite blasting effect was better than conventional blasting and hydraulic blasting.

关键词(KeyWords)： 封堵灵;隧道爆破;钻孔封堵
Fengduling;Tunnel blasting;Drilling block

Abstract:

Keywords:

基金项目(Foundation):

作者(Author): 任震,程五一,刘敦华,卢弘扬,刘小刚,席小武,王会兵
REN Zhen,CHENG Wu-yi,LIU Dun-hua,LU Hong-yang,LIU Xiao-gang,XI Xiao-wu,WANG Hui-bing

参考文献(References)：

• 〔1〕聂武丁.隧道掘进水压爆破技术的实际应用[J].工程爆破,2012,18(4):38-41.NIE Wu-ding.Application of Hydraulic Blasting Technology in Tunnel Driving[J].Engineering Blasting,2012,18(4):38-41.
• 〔2〕陈士海.深孔水压爆破装药结构与应用研究[J].煤炭学报,2000(z1):112-116.CHEN Shi-hai.Study on Charging Structure and Its Use of Deep-Hole Water Pressure Blasting[J].Journal of China Coal Society,2000(z1):112-116.
• 〔3〕张友勇.隧道掘进水压爆破技术应用与效果[J].隧道建设,2007,27(5):64-66.ZHANG You-yong.Application and Effect of Hydraulic Blasting Technology in Tunnel Driving[J].Tunnel Construction.2007,27(5):64-66.
• 〔4〕宁远思,闫春岭,崔振东.隧道工程光面爆破施工改进[J].工程爆破,2008,13(3):36-37.NING Yuan-si,YAN Chun-ling,CUI Zhen-dong.Improved Construction of Smooth Blasting on Tunnel Engineering[J].Engineering Blasting,2008,13(3):36-37.
• 〔5〕王建秀,邹宝平,胡力绳.隧道及地下工程光面爆破技术研究现状与展望[J].地下空间与工程学报,2013,9(4):800-807.WANG Jian-xiu,ZOU Bao-ping,HU Li-sheng.Advance and Trend in Smooth Blasting Technology for Tunnel and Underground Engineering[J].Chinese Journal of Underground Space and Engineering.2013,9(4):800-807.