A jacking system and a deviation correction method for the closing section of a continuous rigid frame bridge
A technology for rigid-frame bridges and closing sections, which is applied in bridges, bridge construction, erection/assembly of bridges, etc., and can solve problems such as lack of a set of deviation correction and adjustment methods
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Embodiment 2
[0413] As shown in Figure 8, the difference between the pushing system used in this embodiment and Embodiment 1 is that the rigid support is a second support, and the second support is composed of two symmetrically arranged support angles. 5-2-2, the two supporting angle steels 5-2-2 are welded and fixed on the lower supporting steel plate 8-1.
[0414] In this embodiment, the structure and connection relationship of the remaining parts of the pushing system used are the same as those in Embodiment 1.
[0415] In this embodiment, the method of pushing and rectifying deviation adopted is the same as that in Embodiment 1.
Embodiment 3
[0417] Such as Figure 10 As shown, in this embodiment, the difference between the pushing system used in Embodiment 1 is that the rigid support is a third support, and the third support is composed of two symmetrically arranged vertical steel plates 5 - 2-3 and an upper supporting steel plate 5-2-4 supported on the two vertical steel plates 5-2-3. Moreover, the two vertical steel plates 5-2-3 are welded and fixed on the lower supporting steel plate 5-1. The upper supporting steel plate 5-2-4 is a rectangular steel plate and its size is the same as that of the lower supporting steel plate 5-1, and the upper supporting steel plate 5-2-4 and the two vertical steel plates 5-2-3 All are fixedly connected by welding.
[0418] In this embodiment, the structure and connection relationship of the rest of the pushing system used are the same as those in Embodiment 1.
[0419] In this embodiment, the method of pushing and rectifying deviation adopted is the same as that in Embodiment...
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