Source Journal for Chinese Scientific and Technical Papers
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Volume 40 Issue 9
Dec.  2014
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Article Contents
Yang Weijun, Zhang Zhenhao, Liu Chenwei. EXPERIMENTAL STUDY ON MECHANICAL PROPERTY OF STIFFENING RIBBED HOLLOW PIPE CAST-IN-PLACE REINFORCED CONCRETE GIRDERLESS FLOOR[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 41-47. doi: 10.13204/j.gyjz201009013
Citation: Yang Weijun, Zhang Zhenhao, Liu Chenwei. EXPERIMENTAL STUDY ON MECHANICAL PROPERTY OF STIFFENING RIBBED HOLLOW PIPE CAST-IN-PLACE REINFORCED CONCRETE GIRDERLESS FLOOR[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 41-47. doi: 10.13204/j.gyjz201009013

EXPERIMENTAL STUDY ON MECHANICAL PROPERTY OF STIFFENING RIBBED HOLLOW PIPE CAST-IN-PLACE REINFORCED CONCRETE GIRDERLESS FLOOR

doi: 10.13204/j.gyjz201009013
  • Received Date: 2009-11-24
  • Publish Date: 2010-09-20
  • Stiffening ribbed hollow pipe cast-in-place reinforced concrete girderless floor is a new style hollow girderless floor system. Model experimental research on simply-supported floor has been done on this new kind of floor system. The experiment results show that the floor system has the mechanical property of high bearing capacity,big rigidity and good tensility. A theoretical method is presented that the stiffening ribbed hollow pipe girderless floor can be analyzed by converting it equivalently to orthotropic solid slab. It is indicated that the method is correct and reasonable according to the contrast of theoretical calculated results and experimental measured results. The theoretical results coincide with the measured results well.
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