›› 2006, Vol. 27 ›› Issue (S1): 1013-1016.

• 基础理论与实验研究 • 上一篇    下一篇

复杂环境下框架结构大楼的爆破拆除

高文乐,毕卫国,陈士海,张金泉   

  1. 山东科技大学 工程爆破研究所,青岛 266510
  • 收稿日期:2006-05-10 发布日期:2006-12-15
  • 作者简介:高文乐,男,1966年生,副教授,主要从事岩土工程和爆破安全的教学与科研工作。

Blasting and demolishing frame buildings in complicated environment

GAO Wen-le,BI Wei-guo,CHEN Shi-hai,ZHANG Jin-quan   

  1. Shandong University of Science and Technology, Qingdao 266510 China
  • Received:2006-05-10 Published:2006-12-15

摘要: 爆破拆除的钢筋混凝土框架结构大楼的周围环境比较复杂。通过试爆确定多种承重立柱的合理炸药单耗和相应的爆破参数。在保证安全的前提下,对有可能影响楼房倒塌的非承重结构做了必要的预处理。对爆破切口层的主次梁、楼梯梁以及梁柱交接处布置炮眼,采用松动控制爆破,随楼层起爆,充分保证楼房倒塌过程中结构的解体和破碎。爆破中设计了非电交叉复式起爆网络,并利用洒水车降尘,实践中取得了预期的效果。

关键词: 钢筋混凝土框架结构, 非电交叉复式网络, 爆破拆除

Abstract: The reinforced concrete frame building with complicated surroundings was demolished by blasting. The bearing posts of building have multi-sections. The blasting parameters and specific charge for posts with different sections were determined through trial blasts. The non-load-bearing structure which may affect collapse of building were shut off in advance on the basis of safe construction. Some blastholes were arranged on primary and secondary beams, stairs and connections of beams and posts on blasting floors. These holes exploded with blasting floor, therefore, the structures could be break up adequately in course of building demolition. The cross duplicate non-electricity network was designed; and water spray automobile was used to eliminate dust in building blasting. The favorable effects were achieved in practice.

Key words: reinforced concrete frame building, non-electricity cross duplicate network, demolition by blasting

中图分类号: 

  • TU 746.5
[1] 杨建华,马玉岩,卢文波,孙金山,陈 明. 高烟囱爆破拆除倾倒折断力学分析[J]. , 2011, 32(2): 459-464.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 刘 斌,李术才,李树忱,钟世航. 隧道含水构造直流电阻率法超前探测研究[J]. , 2009, 30(10): 3093 -3101 .
[2] 钟佳玉,郑永来,倪 寅. 波浪作用下砂质海床孔隙水压力的响应规律实验研究[J]. , 2009, 30(10): 3188 -3193 .
[3] 刘小文,常立君,胡小荣. 非饱和红土基质吸力与含水率及密度关系试验研究[J]. , 2009, 30(11): 3302 -3306 .
[4] 杨利国,骆亚生,李 焱,王志杰. 初始应力条件对压实黄土动强度影响的研究[J]. , 2010, 31(1): 87 -91 .
[5] 姚仰平,冯 兴,黄 祥,李春亮. UH模型在有限元分析中的应用[J]. , 2010, 31(1): 237 -245 .
[6] 刘远明,夏才初. 直剪条件下非贯通节理岩体岩桥力学性质弱化机制及贯通模型初步研究[J]. , 2010, 31(3): 695 -701 .
[7] 闫 铁,李 玮,毕雪亮. 基于分形方法的多孔介质有效应力模型研究[J]. , 2010, 31(8): 2625 -2629 .
[8] 刘泉声,胡云华,刘 滨. 基于试验的花岗岩渐进破坏本构模型研究[J]. , 2009, 30(2): 289 -296 .
[9] 王国波,马险峰,杨林德. 软土地铁车站结构及隧道的三维地震响应分析[J]. , 2009, 30(8): 2523 -2528 .
[10] 龙万学,陈开圣,肖 涛,彭小平. 非饱和红黏土三轴试验研究[J]. , 2009, 30(S2): 28 -33 .