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120m 高钢筋混凝土烟囱爆破拆除
引用本文:付武,王永强,蒋金玉,郭福德. 120m 高钢筋混凝土烟囱爆破拆除[J]. 工程爆破, 2006, 12(4): 35-37
作者姓名:付武  王永强  蒋金玉  郭福德
作者单位:解放军65066部队,辽宁,大连,116100;解放军65307部队,吉林,132002;长春市春安爆破公司,长春,130000
摘    要:介绍了用定向控制爆破方法拆除吉化电石厂120m钢筋混凝土烟囱的经验。针对该烟囱下部有1个门和3个窗户的特殊结构,选择倒梯形爆破切口,以增强预留支撑面的强度。为防止烟囱落地产生震动和前冲,在倒塌的前方设置了减震带和阻冲挡土墙。文中同时还阐述了参数的选择与计算,以及爆破效果。文中总结的四点经验值得借鉴。

关 键 词:钢筋混凝土烟囱  爆破拆除  爆破切口  安全防护
文章编号:1006-7051(2006)04-0035-03
收稿时间:2006-08-22
修稿时间:2006-08-22

DEMOLITION OF 120M REINFORCED CONCRETE CHIMNEY BY BLASTING
FU Wu,WANG Yong-qiang,JIANG Jin-yu,GUO Fu-de. DEMOLITION OF 120M REINFORCED CONCRETE CHIMNEY BY BLASTING[J]. Engineering Blasting, 2006, 12(4): 35-37
Authors:FU Wu  WANG Yong-qiang  JIANG Jin-yu  GUO Fu-de
Abstract:The paper introduced the experience from the demolition of a 120m reinforced concrete chimney by directional controlled blasting. The chimney to be demolished featured the special structure by its one gate and three windows affixed at its lower section. Regarding this structure, a reverse trapezoid cut was determined for the demolition so as to strength the supporting intension of the preserved interface. For avoiding the dash and minilnize vibration caused by the collapse, some cushion ribbon and a resistant hillock were mounted on the ground in the direction of the collapse. The paper also presented in detail the information on selection of blasting parameters, the safety protection measures,the blasting effect as well as the mechanics calculation etc. The four items of experience summarized in this paper was of consuhable value.
Keywords:Reinforced concrete chimney   Blasting demolition   Blasting cut   Safety protection
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