[1]苏莹①②,吴立②,彭亚雄②,等.紧邻建（构）筑物水下爆破振动安全判据研究综述[J].爆破器材,2016,45(03):55-61.[doi:10.3969/j.issn.1001-8352.2016.03.012]
　SU Ying,WU Li,PENG Yaxiong,et al.Research Review on Safety Criterion of Underwater Blasting Nearby Constructions[J].EXPLOSIVE MATERIALS,2016,45(03):55-61.[doi:10.3969/j.issn.1001-8352.2016.03.012]
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紧邻建（构）筑物水下爆破振动安全判据研究综述()
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《爆破器材》[ISSN:1001-8352/CN:32-1163/TJ]

卷:
45
期数:
2016年03
页码:
55-61
栏目:
爆破技术
出版日期:
2016-05-13

文章信息/Info

Title:
Research Review on Safety Criterion of Underwater Blasting Nearby Constructions
文章编号:
5003
作者:
苏莹①②; 吴立②; 彭亚雄②; 周瑞锋②; 苏小毛③
①武汉科技大学城市学院（湖北武汉，430083）
②中国地质大学（武汉）(湖北武汉,430074）
③湖南创意爆破工程有限公司(湖南长沙,410001）
Author(s):
SU Ying①②;  WU Li②;  PENG Yaxiong②;  ZHOU Ruifeng②;  SU Xiaomao③
①City College,Wuhan University of Science and Technology （Hubei Wuhan,430083）
②China University of Geoscieneces (Wuhan) (Hubei Wuhan, 430074)
③Hunan Chuangyi Blasting Engineering Co., Ltd. (Hunan Changsha, 410001)
关键词:
安全判据; 振动速度; 振动频率; 振动持续时间; 微差爆破延时间隔
Keywords:
safety criterion;  vibration velocity;  vibration frequency;  vibration duration;  delay interval of differential blasting
分类号:
TD235
DOI:
10.3969/j.issn.1001-8352.2016.03.012
文献标志码:
A
摘要:
简要阐述了水下爆破作用下建（构）筑物安全性能评价指标，综合分析了振动幅值单因素安全判据在水下爆破紧邻建（构）筑物安全性能评定中的应用，并介绍了振速频率双因素安全判据理论研究方法及各国安全判定标准，分析讨论了两种判据在爆破振动安全评定考虑因素与应用范围上的不足。基于累积损伤机理及振动叠加理论，介绍了爆破振动持续时间及微差爆破延时间隔对建（构）筑物安全性能的影响。提出爆破振动安全判据应从爆破振动持续时间及微差爆破延时间隔这两方面加以完善，并建议在实际工程中采用最佳微差延时间隔以达到最优降振效果。
Abstract:
Evaluation indexes for the safety performance of structures under the underwater blasting were briefly expounded, and the application of the single vibration amplitude criterion to the safety performance evaluation under this circumstance was analyzed. Besides, the theoretical research methods of the dual-factor vibrating velocity-frequency safety criterion as well as the national current standards were introduced. From the above, the lack of the consideration and application scope of both criterions in the safety performance evaluation of blasting vibration was discussed. Based on the cumulative damage mechanism and the vibration superposition theory, the effect that the blasting vibration duration and the differential blasting delay interval result in the safety performance of structures was studied. It was proposed that the safety criterion of blasting vibration should be improved from two aspects, the blasting vibration duration and differential blasting delay interval, and the ideal millisecond delay intervals should be applied in practical engineering to achieve optimal effect of vibration reduction.

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备注/Memo

备注/Memo:
收稿日期：2015-07-18
基金项目：湖北省科技厅自然基金重点基金项目（2013CFA110）；中国地质大学（武汉）教学实验室开放基金（SKJ2014065)
作者简介：苏莹（1991－），女，硕士，主要从事工程爆破、围岩动力响应方面的研究。E-mail：18672765612@163.com
通信作者：吴立（1963－），男，教授，博导，主要从事工程爆破、围岩动力响应方面的研究。E-mail：lwu@cug.edu.cn
更新日期/Last Update: 2016-05-13