Arch bridge thrust foundation structure and pouring method of arch bridge thrust foundation structure
A basic structure and basic technology, applied in basic structure engineering, arch bridges, bridges, etc., can solve problems such as inability to solve the cover layer, complex construction, poor economy, etc., to reduce construction difficulty, strong integrity, and ability to resist horizontal forces strong effect
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no. 1 example
[0040] see in conjunction figure 1 and figure 2 , this embodiment provides an arch bridge thrust foundation structure 100, which adopts a caisson + pile foundation structure, which is simple in construction and good in economy, and at the same time increases the overall stiffness of the foundation, making the structure safer and more reliable, and can be applied to the deep situation.
[0041]The arch bridge thrust foundation structure 100 provided in this embodiment includes a caisson foundation 110, an abutment 130, an arch rib 150 and a plurality of filling pile foundations 170, and a plurality of filling pile foundations 170 are arranged at the lower part of Into the foundation, the abutment 130 is set on the upper part of the caisson foundation 110, and the arch rib 150 is arranged on the abutment 130 to support the bridge body, and the caisson foundation 110 is used to bear the horizontal thrust transmitted by the arch rib 150, and the The pile foundation 170 is used ...
no. 2 example
[0060] see Figure 7 , the present embodiment provides a method for pouring an arch bridge thrust foundation structure 100, which is used to pour and form the arch bridge thrust foundation structure 100 as provided in the first embodiment. The pouring method includes the following steps:
[0061] S1: Drill holes on the foundation to form a plurality of pile foundations 170 .
[0062] Specifically, the bored pile foundation 170 is formed by using the drilling pouring method, and the concrete is poured after drilling holes on the foundation, and the pouring is stopped after reaching a predetermined height. It is convenient for the two to be closely connected when the caisson foundation 110 is subsequently formed. After the pile foundation 170 is formed, it needs to be backfilled with original soil, and then step S2 is performed.
[0063] It should be noted that, as a conventional pile foundation construction method, the borehole pouring method is less difficult to control, and ...
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