Nanjing Yangtze River Second Bridge

Wuhu Yangtze
River
Bridge

No.38, 60kg/m
moveable-point turnouts

 

 

 

 

 

 

Wuhu Yangtze River Bridge

 

 

This is the first cable-stayed highway and railroad multipurpose bridge with low towers and cable-stayed of main bridge, designated as the key project in the National 9th Five-Year Plan. The steel griders with main bridge ramains 5 spanΧ14arches continual girders with main span of 312m and across Yantze River of 2,193m long. This bridge adopted new material of 14MnNbq made by China and technique of integral panel joint, and it is the bridge of an integral for new structurenew material and new technique.
  Steel girders fabricated over 90% of the engineering was contracted by CRTBI in 1998. During manufacturing we aimed at the fabricated difficulties:
    (1) The steel girders have adopted structure of integral panel joints, breaking through components with railroad steel truss is incapable of conducting old method with transverse butt. Butter weld joint and the three-section -30C Charpy V impact function with angle weld joint on slope orifice pulled is no less than 48J.
    (2) The four main weld joints has adopted the welding of deep slope orifice due to large chord surface with integral panel joint and thick plate, and a part of weld joint need to melt down, so the control and rectification for welding distortion remain quite difficulties;
    (3) The precision with hole location for high strength bolts connection with hole cluster remained difficulties to guarantee due to the complicated relation between integral panel joint and large components;
    (4) The ventral pole of main trusses connection with chord shall adopt connection of inserted method to between joint plates and guarantee inserted clearance to meet the installation requirement. So increasing difficulty for fabrication due to quite high specification between the distance of joint plate and the geometrical precision of ventral pole.
    (5) Due to the structure complex with slant-pull span anchord-box, more weld joint with melt down and complex interspace connection relations so the fabricated precision can't guarantee. In order to embody indeed the design thoughts, carrying out fine quality engineering goals of striding century, CRTBI has taken aim at the most advanced technique with bridge fabricated in current world, taking "good qualitysuperior efficiency" as a tenet, actively organising scientific and technical personnel and workers for bridge according to key problem with high strengthintegrallarge spannew structure. Researched and adopted the following technique: fabricated, the strength of increasing scentific and technical :
    (1) The fine cutting techniques in the outside edges of railway bridges
    (2) Welding new techniques with 14MnNbq new steel materials manufactured by China.
    (3) Manufacture techniques of integral panel joint with weld in thick plates.
    (4) Predistortion processes for weld components on deep slope orifice of thick plates;
    (5) Locating measurement techniques on the hole cluster of bridge components;
    (6) Chord pole with integral panel joint has adopted the boring process of boring die with the whole cover types of platform lining;
    (7) The group welds with shearing force nail and control distortion techniques;
    (8) Large-scale complex components - integral panel joint chord with the turning over techniques in air;
    (9) Box-type components with anticorrosion greasy techniques;
    (10) Large-scale complex anchord-box components fabricated techniques;
    (11) Overlength trial-assembling techniques for the sixth parts with main span of slant pulled bridge in factory
    (12) Technique of temperature controlled with the hot wind screen. New process and new technique guaranteed bridge erecting favorably in site and won high praises with good quality and excellent manufacture precision by employer and erecting unit. CRTBI not only had created history record with 3,696t steel girders of month output but also finished assignment contracted at 5 days ahead of 10, April 2000 with excellent quality and quantity. The bridge had been carried out to close down with zero error in 2, may 2000 and created new rocord in the history of bridge construction in China and was acclaimed by bridge construction experts as another milestone in the history of bridges construction. At present, WuHu Yantze River Bridge has awarded Luban prize from construction engineering in China.

 

 

 

 

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