Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
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Dai Beishan. ADJUSTMENT OF LARGE SLANTING STEEL COLUMN BY UPRISING METHOD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 115-117. doi: 10.13204/j.gyjz200912028
Citation: Dai Beishan. ADJUSTMENT OF LARGE SLANTING STEEL COLUMN BY UPRISING METHOD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 115-117. doi: 10.13204/j.gyjz200912028

ADJUSTMENT OF LARGE SLANTING STEEL COLUMN BY UPRISING METHOD

doi: 10.13204/j.gyjz200912028
  • Received Date: 2009-02-19
  • Publish Date: 2009-12-20
  • Based on a real life example,this article analyses all kinds of schemes of adjusting large slanting steel column of a building.It introduces a method to resolving this problem by uprising the column with a jack.The details on how to apply this method is given.The application shows that this is a very economical,safe and simple method to adjust large lean steel columns.
  • [2] 张永青,吴坚强,李今保.某厂房纠偏加固技术[J].工业建筑,2008,38(2):106-108.
    张溯,汤庆轩,田亚军.托梁拔柱施工中顶升技术的应用[J].工业建筑,2008,38(2):117-119.
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      沈阳化工大学材料科学与工程学院 沈阳 110142

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