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
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
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.