Self-Compacting and Tiny Expanding Steel Tube Concrete Using in Large Span Bridges

Xiu Li; Ming Hui Su

doi:10.4028/www.scientific.net/AMR.1004-1005.1460

Paper Titles

Analysis on Flexural Property of CFRP Reinforced Concrete Beam
p.1439

Existing Operational Railway Tunnel Water Leakage Causes and Remediation Technologies
p.1444

Experimental Study on Flexural Behavior of CFRP Bar Reinforced Concrete Bridge Deck with Corrosion and Salt Resistance
p.1450

Finite Element Analysis of the Temperature Shrinkage of Fiber Concrete
p.1455

Self-Compacting and Tiny Expanding Steel Tube Concrete Using in Large Span Bridges
p.1460

The Quality Control on Shengmi Bridge Arch Rib Construction
p.1464

Field Experiment Study of the Semi-Rigid Base on Port Reinforced with Glass Fiber Geogrid
p.1468

Flexural Behavior Finite Element Analysis of CFRP Reinforced Concrete Bridge Deck with Corrosion and Salt Resistance
p.1474

Micro-Macro Material Performance Tests of One Attacked Building Foundation
p.1478

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Self-Compacting and Tiny Expanding Steel Tube Concrete Using in Large Span Bridges

Abstract:

The experimental studies on self-compacting and tiny expanding concrete filled in steel tube are introduced, which including the measurement of low ability of mixtures, the proportioning of the concrete filled in steel tube. The self-compacting and tiny expanding steel tube concrete has been applied in a large span bridge structure. The state of construction shows that the concrete have a good pump ability, a small loss of slump, a high strength early strength and a better self-compacting property.