Method for using prefabricated reinforced concrete frame to reinforce existing structure through prestressing assembly
A technology of reinforced concrete and prestressed tendons, applied in building components, building structures, building maintenance, etc., to achieve the effect of reducing negative environmental impact, reducing wet work, and good seismic performance
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[0015] Step 1: According to the original reinforced concrete frame to be reinforced 1, "Code for Design of Concrete Structures" (GB50010-2010), "Code for Seismic Design of Buildings" (GB50011-2010), determine the newly added prefabricated frame beams 10 and newly added prefabricated frame columns 11 The size of the section, the amount of reinforcement, the strength level of the concrete, and the position of the channel 6 of the unbonded prestressed tendon. The tunnel 6 is arranged in two parallel rows along the height direction of the original frame column 3 and the newly added prefabricated frame column 11, and the span direction of the original frame beam 2 and the newly added prefabricated frame beam 10 is every 500-1000mm, and the position should avoid the original frame beam 2, The plastic hinge area at the end of the prefabricated frame beam 10 and the beam-column node area should be added, and the original frame column 3, the newly added prefabricated frame column 11, th...
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