| 船坞坞口岩坎水下爆破设计与施工 |
| |
| 引用本文： | 陆相成,王朝军. 船坞坞口岩坎水下爆破设计与施工[J]. 爆破, 2001, 18(2): 81-82 |
| |
| 作者姓名： | 陆相成 王朝军 |
| |
| 作者单位： | 海军91218部队!山东青岛266000 |
| |
| 摘 要： | 灵山船船坞坞口岸坎爆破范围宽度大，纵深长，厚薄不均，离重要的近，采用常规水下爆破很难进行施工，通过分析比较，采用了超深缓倾孔水下爆破法，将坞口岩坎一次爆除。
|
| 关 键 词： | 船坞 水下爆破 超深孔 坞口岩坎 爆破方案 施工工艺 |
| 文章编号： | 1001-487(2001)02-0081-02 |
| 修稿时间： | 2001-03-02 |
Design and Implementation of Rock Ridge Underwater Blasting at Ship Yard |
| |
| LU Xiang cheng,WANG Chao jun. Design and Implementation of Rock Ridge Underwater Blasting at Ship Yard[J]. Blasting, 2001, 18(2): 81-82 |
| |
| Authors: | LU Xiang cheng WANG Chao jun |
| |
| Abstract: | The rock ridge in front of Lingshan shipyard is very deep and wide with varying thickness, and near to important buildings.An underwater controlled blasting technology of super deep and gently inclined hole is adopted,the whole ridge rock was once blasted.This paper summarized the blasting method involving design and implementation. |
| |
| Keywords: | shipyard underwater blasting super deep hole |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
