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100 m烟囱定向爆破应变观测分析
引用本文:兰琪,叶建新,黄虬,张民.100 m烟囱定向爆破应变观测分析[J].爆破,2001,18(1):21-23.
作者姓名:兰琪  叶建新  黄虬  张民
作者单位:武钢集团公司建设公司
摘    要:为了解钢筋砼高耸烟囱倾倒过程中各相关部位应变及应力变化的情况,也为类似爆破烟囱倾倒拆除的参数设计提供可参考的第一手基础数据,确保倾倒方向的准确性,对3座拟爆的100m高钢筋砼结构烟囱的支撑体相关部位布置了测点。爆破时进行应变观测,取得了一系列时间-应变数值。据此进行应力分析,总结了该情况下钢筋砼烟囱爆破倾倒过程中支撑体相关部位应力变化规律。

关 键 词:烟囱  定向爆破  应变观测  爆破拆除  应力变化
文章编号:1001-487X(2001)01-0021-03
修稿时间:2000年12月26日

Analyses on Strain Observation in Directionally Blasting a 100 m-high Chimney
LAN Qi YE,YE Jian-xin,HUANG Qiu,ZHANG Min.Analyses on Strain Observation in Directionally Blasting a 100 m-high Chimney[J].Blasting,2001,18(1):21-23.
Authors:LAN Qi YE  YE Jian-xin  HUANG Qiu  ZHANG Min
Abstract:The measurement spots in the relevant parts of supports of a 100 m-high reinforced concrete chimney were laid out to ensure the accuracy of collapse direction and to investigate the stress and strain of ev- ery parts in the course of collapsing the tower reinforced concrete chimney. Series of time-strain data are record- ed when observing the blasting process, thus the stress variation law of the relevant parts of suppurts when the reinforced concrete chimney was blasted can be obtained on the basis of the measured data.
Keywords:100 m-high chimney  directional blasting  strain observation  experimental study
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