Based on the Hongdao Channel Bridge of Qingdao Bay Bridge,the configuration character of the ear plate cable-pylon anchorage zone was introduced.

As the connection between superstructure and pylon in the cable-stayed bridge,the cable-pylon anchorage zone which bears giant cable forces with complicated structure is a key part to structure design.

In order to study the tunnel frictional resistance,the extension of tendons and the stress distribution of cable-pylon anchorage zones for U-type prestressed tendons with great tonnage and small radius,a full-scale pylon segment model including one whole anchorage of cable was tested based on theoretical analysis of Changshou Yangtse River Highway Bridge in Chongqing.

Process experiment of SFRC for anchorage zone between steel anchorage box and cable in bridge tower;

Full-scale segmental model experiments research on anchorage zone of Shanghai MinPu Second Bridge pylon

The anchorage zone of cable-stayed tower is an important part of cable-stayed bridges, in which stress distribution is very complicated.

Experimental research on full-scale model for anchorage zone of pylon of cable-stayed bridge with illegal-shaped section;

The anchoring steel beam-steel corbel combined structure of force transmission, combining the two anchorage forms of steel anchor box and traditional anchor-hold steel beam, was uesd creatively in the anchorage zone of pylon of Jintang Bridge.

Study on Prestressing Design of Pylon Anchorage Zone of Lanqi Bridge in Jilin;

In this paper,the application of prestressed reinforcing rebar in stayed cable anchorage is introduced based on the design of pylon anchorage zone of Longjianglu bridge.

In cable-stayed bridges the force and structure in pylon-cable anchorage area are more complex.

Based on ChaHe bridge of DeZhou, ShanDon, the stress of the cable tower anchorage zone of cable-stayed bridge is studied in detail.