Steel-concrete combined continuous rigid frame bridge construction method for cantilever jointing steel box section

Abstract

The invention discloses a steel-concrete combined continuous rigid frame bridge construction method for cantilever jointing steel box section, which comprises the steps of: adopting the cantilever jointing steel box section and casting the concrete of a bottom board inside the board timely, continuing to carry out the cantilever jointing steel box section to side and middle span closure, mountingthe guidance tape of a concrete bridge in sections and applying a longitudinal inherent stress, and then combining the cantilever jointing steel box section with a girder to become an integrity. Compared with the same-span diameter normal inherent stress concrete continuous rigid frame bridge, the method can significantly simplify the construction technique, reduce the dead weight of the main girder by about 40 percent, correspondingly reduce the quantities of the lower structure and the basic engineering, correspondingly improve the span capacity, and shorten the working period of the main girder by more than 30 percent. The method leads each part of the continuous rigid frame bridge to be stressed definitely and has stable and reliable structural performances for a long period, fully exerts the strength advantages of steel and concrete, and avoids the structural hidden dangers of the traditional continuous rigid frame bridge with over-large deflection for a long period of time and the like caused by the less reliable performance of a curve prestressing tendon, cracks of the concrete due to pulling, as well as shrinkage and creep of the concrete.

Description

technical field [0001] The invention relates to a bridge construction method, in particular to a construction method of a steel-concrete composite continuous rigid frame bridge with cantilever assembled steel box segments. Background technique [0002] The continuous rigid frame bridge is simple in structure and has good adaptability to the V-shaped valley. Strong ductility and shock resistance. Continuous rigid frame bridges are generally constructed by segmental cantilever pouring or cantilever assembly, which has low requirements on the construction site. After years of practice, the cantilever construction method has mature technology and good safety. But its process is complicated, the technical requirements are high, and the construction period is long. The concrete material used in the bridge and its construction quality determine its shrinkage and creep performance, the prestress tension control determines the effectiveness of the prestress in the beam, and the qua...

AI Technical Summary

Problems solved by technology

However, its process is complicated, the technical requirements are high, and the construction period is long.

The concrete material used in the bridge and its construction quality determine its shrinkage and creep performance, the prestress tension control determines the effectiveness of the prestress in the beam, and the quality of the vertical joints between the main beam sections affects the actual working state of the bridge. The degree of compliance with the ideal state of design makes continuous rigid frame bridges highly sensitive to materials and construction quality, resulting in a large number of existing continuous rigid frame bridges with structural defects such as local cracking and excessive deflection, which are still difficult to cure , affecting the normal performance of the bridge and the durability of the structure

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