Anti-seismic face plate structure for rock-fill dam with concrete face plate and method for constructing face plate anti-seismic structure
A technology for concrete panels and earthquake-resistant structures, applied in dams, barrages, water conservancy projects, etc., can solve problems such as large tensile stress, panel failure, panel voiding, etc., so as to improve the stress condition of panels, facilitate engineering implementation, and simple construction methods. Effect
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[0024] Example 1: In the case of asphalt concrete panels used in the middle interlayer 9:
[0025] figure 1 It is a schematic diagram of the panel structure of the panel anti-seismic structure of a concrete panel rockfill dam according to the present invention. An anti-seismic structure of faceplate for a concrete face rockfill dam, comprising a main body of a concrete face rockfill dam and a cushion layer 6 of the concrete face rockfill dam. The cushion layer 6 of the concrete face rockfill dam is paved with preset vertical joint 101 concrete Panel 1, concrete panel 1 has steel bars 2 through it, such as figure 2 As shown, the top of the vertical split 101 is provided with a flexible filler layer 3, and the bottom of the vertical split 101 is provided with a mortar cushion 4 and a pair of water-stop copper sheets 5, the water-stop copper sheet 5 is perpendicular to the mortar cushion 4 and It is symmetrically arranged on the mortar cushion 4, wherein the vertical slit 101 has a...
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[0033] Example 2: In the case where multiple plastic concrete panel layers are used in the middle interlayer 9:
[0034] figure 1 It is a schematic diagram of the panel structure of the panel anti-seismic structure of a concrete panel rockfill dam according to the present invention. A slab anti-seismic structure for a concrete face rockfill dam, including the main body of the concrete face rockfill dam, the concrete face rockfill dam cushion 6, and the concrete face rockfill dam cushion 6 is paved with reserved vertical joint 101 concrete Panel 1, concrete panel 1 has steel bars 2 arranged inside, such as Figure 5 As shown, the top of the vertical split 101 is provided with a flexible filler layer 3, and the bottom of the vertical split 101 is provided with a mortar cushion 4 and a pair of water-stop copper sheets 5, the water-stop copper sheet 5 is arranged perpendicular to the mortar cushion 4 and It is symmetrically arranged on the mortar cushion layer 4, and an intermediate ...
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