THE DESIGN OF CRANE BEAM SYSTEM WITH COLUMN REMOVED IN A LARGE STEEL FACTORY

Chen Jiawei; Dan Zeyi; Lin Hong

doi:10.13204/j.gyjz201302027

Volume 43 Issue 2

Dec. 2014

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Chen Jiawei, Dan Zeyi, Lin Hong. THE DESIGN OF CRANE BEAM SYSTEM WITH COLUMN REMOVED IN A LARGE STEEL FACTORY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 134-137. doi: 10.13204/j.gyjz201302027

Citation:

Chen Jiawei, Dan Zeyi, Lin Hong. THE DESIGN OF CRANE BEAM SYSTEM WITH COLUMN REMOVED IN A LARGE STEEL FACTORY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 134-137. doi: 10.13204/j.gyjz201302027

Chen Jiawei, Dan Zeyi, Lin Hong. THE DESIGN OF CRANE BEAM SYSTEM WITH COLUMN REMOVED IN A LARGE STEEL FACTORY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 134-137. doi: 10.13204/j.gyjz201302027

Citation:

Chen Jiawei, Dan Zeyi, Lin Hong. THE DESIGN OF CRANE BEAM SYSTEM WITH COLUMN REMOVED IN A LARGE STEEL FACTORY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 134-137. doi: 10.13204/j.gyjz201302027

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THE DESIGN OF CRANE BEAM SYSTEM WITH COLUMN REMOVED IN A LARGE STEEL FACTORY

doi: 10.13204/j.gyjz201302027

1.
CISDI Engineering Co.Ltd,Chongqing 401120,China

Received Date: 2012-08-20
Publish Date: 2013-02-20

Abstract

Abstract

The large cantilever crane girder system was formed after removing the corner column in a large wire bar workshop.The load of roof was carried by the roof limb truss and the load of crane was carried by the continuous cantilever crane beam.At the same time,through the design of detail treatment,the system spatial entirety and structural deformation coordination were ensured.
- steel crane beam,
- continuous crane beam,
- large cantilever,
- column-removing