高砾石土心墙堆石坝过渡料对坝体的变形协调至关重要,要求过渡料级配连续良好,规范规定最大粒径宜≤300mm。过渡料的平均块度d50一般仅为15~55mm,当料源为花岗岩等硬岩时,爆破开采难度大。结合长河坝水电站过渡料开采爆破试验,介绍了通过适当增加爆破单耗、合理布置炮孔间排距以及采用微差顺序起爆网路等技术,可以通过爆破法直接开采过渡料,并结合试验成果对Kuz-Ram模型中不均匀指数进行了修正。完整致密坚硬岩体爆破开采过渡料应选择可爆性较好的区域,爆破器材选择高威力成品乳化炸药以及高精度雷管等,可通过降低单孔装药量,加密炮孔间、排距和控制台阶高度等,来控制爆破块度。试验研究成果对有严格级配和粒径要求的堆石坝坝料爆破开采有一定的参考价值。
Abstract
Transition material is crucial to the deformation compatibility of high gravelly soil core rockfill dam. The gradation of transition material is required to be continuous, and the maximum particle size should be less than 300 mm according to specification. Blasting excavation is quite difficult because the average block size (d50) is small (only 15 mm-55 mm), especially when the source material is granite or other hard rocks. By appropriately increasing the unit explosive consumption, arranging reasonable hole distance between gun holes, and adopting tinny difference sequence blasting network, the transition material of Changheba hydropower station could be directly obtained by blasting excavation method. According to the test results, a method is proposed to correct the uneveness index of Kuz-Ram model. To control the block size of the transition material blasting excavated from sound rock, the blasting area should be well chosen, and high power emulsion explosive, high-precision detonator and optimized blasting parameters could be adopted. This research provides reference for blasting excavation of rockfill dam material which is strictly required in particle size distribution.
关键词
过渡料 /
爆破开采 /
Kuz-Ram模型 /
炸药单耗 /
长河坝水电站
Key words
transition material /
blasting /
Kuz-Ram model /
unit explosive consumption /
Changheba hydropower station
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参考文献
[1] 马洪琪. 我国坝工技术的发展与创新. 郑州:黄河水利出版社,2013.(MA Hong-qi. Development and Innovation of Dam Technology in China.Zhengzhou: Yellow River Water Conservancy Press,2013.(in Chinese))
[2] 李志勇.洪家渡水电站料场坝料爆破设计.四川水利,2008,(3):21-22.(LI Zhi-yong. Blasting Design for Dam Material of Hongjiadu Hydropower Station. Sichuan Water Conservancy,2008,(3):21-22. (in Chinese))
[3] 李小联. 天生桥一级水电站混凝土面板堆石坝ⅢA料的开采 . 贵州水利发电, 1999,(4):16-21.( LI Xiao-lian. ⅢA Material Mining for CFRD of Tianshengqiao Hydropower Station .Guizhou Water Power,1999,(4):16-21.(in Chinese))
[4] 傅海峰,边振华,刘国富.采用超大孔径梯段爆破开采面板堆石坝填筑料的试验研究.爆破,2000,17(增刊):214-217.(FU Hai-feng, BIAN Zhen-hua, LIU Guo-fu. Experimental Study of Exploiting Filler for Panel Rock-fill Dam by Borehole Bench Blasting.Blasting, 2000, 17(Sup.):214-217.(in Chinese))
[5] 张正宇,卢文波,刘美山,等.水利水电工程精细爆破概论. 北京: 中国水利水电出版社, 2009.(ZHANG Zheng-yu, LU Wen-bo, LIU Mei-shan, et al. Introduction to Water Resources and Hydropower Engineering Fine blasting.Beijing: China Water Power Press,2009. (in Chinese))
[6] 张正宇. 现代水利水电工程爆破 . 北京: 中国水利水电出版社, 2003. (ZHANG Zheng-yu. Modern Water Resources and Hydropower Engineering Blasting .Beijing: China Water Power Press,2003.(in Chinese))