Erection of Pearl Bridge by Bear Angle Vertical Swivel Method

Zi Hua Guo; Zhe Zhang

doi:10.4028/www.scientific.net/AMR.163-167.961

Paper Titles

Study on Concrete Filled Square Steel Tube under Lateral Impact Loading
p.941

Experiment and Analysis of Flexural Strength for Shrinkage-Compensating Steel Fiber Reinforced Shotcrete
p.947

Study on Stay-in-Place Cement Formwork and the Application
p.952

Ultrasonic Propagation Characteristics and Damage Evolution of Recycled Concrete under Dynamic Loading
p.956

Erection of Pearl Bridge by Bear Angle Vertical Swivel Method
p.961

Crack Controlling Research of Concrete Foundation for Large Equipment in Winter
p.968

Experimental Study of Shear Behavior of High-Strength Concrete Beams with High-Strength Stirrups
p.972

Experimental Investigation on Effective Bond Length of Flexurally CFRP-Strengthened RC Beams Failed by Intermediate Crack Debonding
p.977

Numerical Simulation of a RC Frame Shaking Table Test Model Based on CANNY
p.981

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Erection of Pearl Bridge by Bear Angle Vertical...

Erection of Pearl Bridge by Bear Angle Vertical Swivel Method

Abstract:

Bear Angle Vertical Swivel Method for arch bridge has been developed for many years overseas and obtained stated success such as Kobaru Valley Bridge in Japan and ArgenLobel bridge in Germany, this method is in the researching period right now in China. During the processing of construction, concrete of arch rib was casted vertically and then rotated, main arch ring was casted vertically by formwork climbing technology, main arch ring was laid to completed bridge elevation by using continues jacks, forming a set of swivel construction method for arch bridge.