Construction Elements’ Research of Steel Box Girder Based on the 6 σ Quality Control Method

Yi Sha Zhang; Yun Shi Yao; Zhen Zhao; Nan Yao

doi:10.4028/www.scientific.net/AMR.163-167.858

Paper Titles

Corrosion Condition Research and Bearing Capacity Analysis of a Space Truss Base on Corrosive Environments
p.838

Parameteric Study of Castellated Beam
p.842

Calculation and Analysis of the Deflections of U-Section Steel-Encased Concrete Composite Beams
p.846

Static Strength of Concrete-Filled Circle Tubular (CFCT) T-Joints under Axial Loading
p.854

Construction Elements’ Research of Steel Box Girder Based on the 6 σ Quality Control Method
p.858

Numerical Analysis of Prestressed Steel Box Beams
p.862

Property Research of Carbon Fiber Reinforced High Performance Concrete Containing Limestone Powder
p.869

Unity Equation of Torsional Capacity for RC Members Subjected to Axial Compression, Bend, Shear and Torque
p.874

Cracking Mechanism of Long Concrete Bedding Cushion and Prevention Method
p.880

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Construction Elements’ Research of Steel Box...

Construction Elements’ Research of Steel Box Girder Based on the 6 σ Quality Control Method

Abstract:

The steel box girder is widely used benefited from the high torsional and bending rgigidity, good entirety, light weight, better appearance and good stability. Using 6 quality control method, the problem diagnosis and quality control are made to the steel box girder’s making critical process such as assembly and jointing in the New Hi-Tech Zone of Xi'an’ s Arterial road 4# bridge , so as to meet the quality requirements.