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Volume 41 Issue 1
Dec.  2014
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2011  >  41(1): 6-10,32
Yue Feng, Li Guoqiang, Yuan Yong. DESIGN AND CALCULATION OF INTEGRAL-LIFT SCAFFOLDS FOR TALL BUILDING CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 6-10,32. doi: 10.13204/j.gyjz201101002
Citation: Yue Feng, Li Guoqiang, Yuan Yong. DESIGN AND CALCULATION OF INTEGRAL-LIFT SCAFFOLDS FOR TALL BUILDING CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 6-10,32. doi: 10.13204/j.gyjz201101002
shu

DESIGN AND CALCULATION OF INTEGRAL-LIFT SCAFFOLDS FOR TALL BUILDING CONSTRUCTION

doi: 10.13204/j.gyjz201101002
  • 1.

    1. Dept. Civil Engrg. ,Zhejiang Forestry Univ. ,Hangzhou 311300,China;

  • 2.

    2. Dept. of Building Stru. Engrg. ,Tongji Univ. ,Shanghai 200092,China;

  • 3.

    3. Dept. of Geotechnical Engrg. ,Tongji Univ. ,Shanghai 200092,China

  • Received Date: 2010-05-21
  • Publish Date: 2011-01-20
    Abstract
  • Design and calculation methods of integral-lift scaffolds were comprehensively discussed in the paper.Design and calculation of integral-lift scaffolds included the main structures and the lifting equipments under the three cases such as working,lifting and falling.In the paper,some key factors such as partial safety factors and additional load factors in the basic limit state designing expressions based on probability theory were listed for recommendation.The strength,rigidity and stability checking computation methods were also given for the main structures of the integral-lift scaffolds,of which the differences between scaffold frame structures and other main structures were also discussed.The allowable stress method was also suggested for design and calculation of lifting equipments,suspend rod and sling.
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    • References(32)
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