钢筋混凝土烟囱拆除切口中脊高度的计算Calculation on Demolition Cut Height of Reinforced Concrete Chimney
曹启坤,侯丽娜
摘要(Abstract):
拆除钢筋混凝土烟囱时,拆除切口中脊高度的合理选择是拆除成功的重要因素。根据钢筋混凝土烟囱在倒塌至拆除切口闭合时,倾覆力矩大于薄弱面的抵抗力矩的原则来确定钢筋混凝土烟囱定向倒塌的条件及拆除切口中脊高度对其定向倒塌的影响。在考虑烟囱是变截面筒体的情况下,通过对上述条件的分析,得到拆除切口中脊高度的计算公式,与烟囱的结构尺寸、拆除切口薄弱面位置、拆除切口所对圆心角、余留支撑体轴筋承受的拉力有关,不仅仅与烟囱的壁厚有关,与传统的经验公式是有较大差别的。
关键词(KeyWords): 钢筋混凝土烟囱;拆除切口中脊高度;计算公式;定向倒塌;拆除
基金项目(Foundation):
作者(Author): 曹启坤,侯丽娜
参考文献(References):
- [1]王斌,梁开水,张建华.高耸建筑物定向爆破中切口长度安全范围的研究[J].中国安全科学学报,2004,14(5):14-17,20.[1]WANG B,LIANG K S,ZHANG J H.Study on the saferange of blasting cut length in directionally blasting thetowery building[J].China Safety Science Journal,2004,14(5):14-17,20.(in Chinese)
- [2]夏卫国,曾政.海口华能电厂150m高钢筋混凝土烟囱控制爆破拆除[J].爆破,2011,28(1):71-73.[2]XIANG W G,ZENG Z.Controlled explosive demolition of150 m reinforced concrete chimney in haikou huaneng powerplant[J].Blasting,2011,28(1):71-73.(in Chinese)
- [3]马红卫,郑建礼,刘鹏虎.125m高钢筋砼排气塔定向爆破拆除[J].爆破,2010,27(4):85-87.[3]MA H W,ZHENG J L,LIU P H.Directional explosivedemolition of 125m reinforced concrete exhaust tower[J].Blasting,2010,27(4):85-87.(in Chinese)
- [4]王健,付武,姚晓军.125m高钢筋混凝土烟囱定向折叠爆破拆除[J].爆破,2010,27(3):58-60.[4]WANG J,FU W,YAO X J.Explosive demolition of 125 mreinforced concrete chimney by directional and folded[J].Blasting,2010,27(3):58-60.(in Chinese)
- [5]龙源,纪永适,张可玉.高耸筒形结构物爆破切口计算原理研究[J].工程爆破,1995,1(2):16-21.[5]LONG Y,JI Y S,ZHANG K Y.Study on calculation prin-ciple of blasting cut of towering tubular buildings[J].En-gineering Blasting,1995,1(2):16-21.(in Chinese)
- [6]曹启坤,侯丽娜.钢筋混凝土烟囱定向倒塌过程中后坐的判断[J].世界科技研究与发展,2011,33(2):251-253.[6]CAO Q K,HOU L N.Judgment of recoil during directionalcollapse of reinforced concrete chimney[J].World Sci-Tech R&D,2011,33(2):251-253.(in Chinese)
- [7]王健.高耸烟囱爆破拆除安全性的力学分析[D].唐山:河北理工大学,2005.[7]WANG J.Mechanics analysis on safety of demolition oftall chimneys by controlled blasting[D].Tangshan:HebeiPolytechnic University,2005.(in Chinese)
- [8]李军.钢筋混凝土结构控制爆破拆除倒塌计算机模拟[D].武汉:武汉科技大学,2007.[8]LI J.Computer simulation for collapsing course for rein-forcement concrete structure with controlled blasting[D].Wuhan:Wuhan University of Science and Technology,2007.(in Chinese)