| 大断面黄土隧道近距离爆破控制效果分析 |
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| 引用本文： | 赵志刚,张文喆,王伟,方俊,冯德定,杨林.大断面黄土隧道近距离爆破控制效果分析[J].爆破器材,2020,49(2):52-58. |
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| 作者姓名： | 赵志刚 张文喆 王伟 方俊 冯德定 杨林 |
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| 作者单位： | ①中交第二航务工程局有限公司（湖北武汉，430040） ②交通运输行业交通基础设施智能制造技术研发中心（湖北武汉，430040） ③长大桥梁建设施工技术交通行业重点实验室（湖北武汉，430040） ④中交公路长大桥建设国家工程研究中心有限公司（北京，100088） |
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| 基金项目： | 中国交通建设集团有限公司科技研发项目(HT-A-2018-006)。 |
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| 摘 要： | 为防止超大断面黄土隧道开挖爆破对既有隧道中人、车通行安全的影响，提出合理的爆破施工参数及控制技术。新建二庄科隧道工程，其最大开挖断面达到136.08 m2，存在断面大、周边环境复杂、对爆破施工技术要求高等技术难点。综合考虑现场条件及工程经验，对双侧壁导坑法光面爆破施工技术进行详细设计，通过以大化小、优化施工工序、细化爆破施工参数、加固既有隧道衬砌结构等方法，有效地避免了爆破振动对既有隧道的影响，既有隧道迎爆侧振速峰值仅为4.20 cm/s，远小于规范允许值，且爆破效果也满足光面爆破质量控制要求，从而确保了大断面隧道施工安全及既有隧道的通行安全。因此,该隧道爆破控制技术及参数可为类似大断面隧道爆破施工控制提供参考。
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| 关 键 词： | 爆破设计 黄土隧道 大断面 爆破控制效果 加固技术 |
Control Effect of Closed Distance Blasting in Large Section Loess Tunnel |
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| ZHAO Zhigang,ZHANG Wenzhe,WANG Wei,FANG Jun,FENG Deding,YANG Lin.Control Effect of Closed Distance Blasting in Large Section Loess Tunnel[J].Explosive Materials,2020,49(2):52-58. |
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| Authors: | ZHAO Zhigang ZHANG Wenzhe WANG Wei FANG Jun FENG Deding YANG Lin |
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| Affiliation: | ① CCCC Second Harbour Engineering Co., Ltd. (Hubei Wuhan, 430040) ② Research and Development Center of Transport Industry of Intelligent Manufacturing Technologies of Transport Infrastructure (Hubei Wuhan, 430040) ③ Key Laboratory of Large-span Bridge Construction Technology for Transportation Industry (Hubei Wuhan, 430040) ④ CCCC Highway Bridges National Engineering Research Center Co., Ltd. (Beijing, 100088) |
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| Abstract: | In order to prevent the impact of excavation blasting on the traffic safety of adjacent existing tunnels in the super-large section loess tunnel, reasonable blasting construction parameters and control technology were proposed. In new Erzhuangke Tunnel, the maximum excavation section reaches 136.08 m^2, there is a large section and complicated surrounding environment and it requires high technical difficulties for blasting construction. Considering the site conditions and engineering experience, the smooth blasting of two side-wall-pilot construction technology was designed. Through the mea-sures of converting large section to small section, optimizing construction procedure, detailing design of blasting construction parameters and strengthening the lining structure of existing tunnel, the impact of blasting vibration on existing tunnel effectively reduced. The maximum vibration velocity peak of the front side of existing tunnel is only 4.20 cm/s, which is far less than the allowable value of code. The blasting effect also meets the requirements of smooth blasting quality control. So it ensures the safety of super-large section tunnel construction and the traffic of existing tunnels. Therefore, the blasting control technology and parameters of the tunnel can provide reference for the blasting control to similar super-large section tunnels. |
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| Keywords: | blasting design loess tunnel large section blasting control effect strengthening technology |
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