Replacement structure and construction method of active ultra-wide beam support
A wide beam and bearing technology, applied in bridges, bridge construction, bridge maintenance and other directions, can solve problems such as inconvenient placement of jacks and replacement and installation of bearings, affecting the effect of jacks supporting bridges, and easy sliding and misalignment of jacks. Possibility of deviation, protection from damage, reduced effect of arrangement
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Embodiment 1
[0028] The replacement structure for the active ultra-wide beam body support includes the pier column protection hoop body 12 on the outer surface of the pier column 13 below the ultra-wide beam body 1 and the jacking platform on both sides of the pier column 13, and a lifting platform arranged on the top of the pier column 13. The platform 4 is replaced by the support between the lifting platforms and attached to the pier protection hoop body 12 . The support 6 is located between the extra-wide beam body 1 and the pier column 13 .
[0029] The jacking platform includes a rubber cushion 2, a double I-shaped jacking beam 3, a jack group 7, a support table 8, a temporary support pier 9 and a temporary enlarged foundation pier 11, and the temporary enlarged foundation pier 11 is arranged on the ground. 15, the temporary support pier 9 is arranged on the temporary enlarged foundation pier 11, the support table 8 is arranged on the temporary support pier 9, the jack group 7 is arra...
Embodiment 2
[0033] The construction method for the replacement structure of the active ultra-wide beam body support includes the following steps:
[0034] 1) as figure 2 As shown in the figure, the ground 15 around the bottom of the pier 13 is leveled and hardened, and the prepared section steel unit is used to bolt the hoop on the outside of the pier 13 to form the pier protection hoop body 12, which is bolted or welded in advance at the corresponding position. The horizontal anchor bolt 5, the connecting rod 10 and the horizontal fixed hinge support 14 are properly installed.
[0035] 2) as image 3 , Figure 4 As shown, the ground 15 on both sides of the pier column 13 is reinforced and a formwork is erected, and concrete is poured to form a temporary enlarged foundation pier 11 with pre-embedded anchor bolts. For the buttress 9, a steel support table 8 is installed on the top of the temporary buttress 9, and then the support table 8 is connected with the pier column protection hoo...
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