He Xiping, Zheng Lei, Liu Rui, Hu Pan, Li Bin. STUDY ON APPLIED TECHNOLOGY OF SLANT CLIMBING FORMWORK FOR SUPER THICK-BIG TILT ANGLE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 104-110.
Citation:
He Xiping, Zheng Lei, Liu Rui, Hu Pan, Li Bin. STUDY ON APPLIED TECHNOLOGY OF SLANT CLIMBING FORMWORK FOR SUPER THICK-BIG TILT ANGLE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 104-110.
He Xiping, Zheng Lei, Liu Rui, Hu Pan, Li Bin. STUDY ON APPLIED TECHNOLOGY OF SLANT CLIMBING FORMWORK FOR SUPER THICK-BIG TILT ANGLE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 104-110.
Citation:
He Xiping, Zheng Lei, Liu Rui, Hu Pan, Li Bin. STUDY ON APPLIED TECHNOLOGY OF SLANT CLIMBING FORMWORK FOR SUPER THICK-BIG TILT ANGLE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 104-110.
Taking Guiyang Huaguoyuan Art Center Project for example,it was introduced successful application of
slant climbing formwork technology for 1 m thick tilt 67. 43 super thick-big tilt angle shear wall. It was also
expounded the process principle of the technique and construction process,it was analyzed the shear and pull
resistance of the embedded system and through experiment,the antislip of the force bolt and climbed cone and that of
the high strength screw rod,climbed cone and buried pieces board were also analyzed. It was known through
experiment that in embedded system,shear failure occurred first in the embedded parts. Hence it was useful for the
safety of the project by properly thickening the embedded parts in this climbing formwork system,which provided a
reference for similar projects.