Technology for solving long-term downwarping of large-span PC box girder bridge through prefabricated reactive powder concrete (RPC) columns
A box girder technology, applied in the field of prefabricated RPC (Reactive Powder Concrete) columns to solve the long-term deflection of long-span PC box girder bridges.
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[0023] The present invention will be described in further detail below in conjunction with the accompanying drawings.
[0024] Such as Figure 1 ~ Figure 3 As shown, the present invention mainly relates to cast-in-place ordinary concrete box girder bottom plate (1), cast-in-place ordinary concrete box girder top plate (9), prefabricated RPC columns 1-7 (2-8), and steel bar shear keys (10). During the construction of the real bridge, first prefabricated RPC columns 1~7 (2~8); before pouring the No. 0 block of the box girder bridge, put the prefabricated RPC column 1 (2) in the formwork; Pass between concrete and precast RPC columns 1(2) image 3 The steel bar shear key (10) in the bridge is connected; before the No. 1 cast-in-place block, the prefabricated RPC column 1 (2) and the prefabricated RPC column 2 (3) are connected by glue; after that, the No. 1 cast-in-place box girder bridge block. In the same way, block girder bridge No. 2 to No. 1 / 3n, No. n-2 to No. n, and the m...
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