Connection method and structure for casting wall body and plate girder of powerhouse of hydropower station by stages
A technology for hydropower plants and connection methods, which is applied in the direction of hydropower stations, hydropower, traditional hydropower energy, etc., can solve problems such as unreasonable indwelling positions, achieve optimal construction joint positions, strong structural integrity, and improve reliability Effect
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[0015] According to the present invention, a slab girder of a hydroelectric power station is reserved for inserting ribs, such as figure 1 , figure 2 and image 3 As shown, the beam inserting rib groove 4 and the plate inserting rib groove 5 are arranged on the first poured concrete wall 1, and the beam inserting rib groove 4 and the plate inserting rib groove 5 are embedded in the first poured concrete wall 1 to form a groove shape, so that the The construction joint between the plate beam and the wall is moved into the wall body. In the beam inserting rib groove 4 and the plate inserting rib groove 5, there are respectively provided with the post-cast beam 2 and the post-cast plate 3 anchored into the pre-cast concrete wall 1 and poured with the post-cast beam 2 and the post-cast plate 3 to form a whole. Inserting ribs, and between the beam inserting rib groove 4 and the plate inserting rib groove 5 and the first poured concrete wall 1 is provided with the beam inserting...
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