Construction method of long-span ultra-thick cast-in-place post-tensioning prestressed hollow slab with slow bond
A technology for bonding prestressed and hollow floor slabs, which is applied in floors, buildings, building components, etc., can solve the problems of insufficient structural performance of unbonded prestressed tendons, instability and collapse of formwork supports, steel bars and bottom forms floating up, etc. Good anti-floating effect, reduced concrete consumption and accurate positioning
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[0032] figure 1 It is a schematic diagram of the super-thick cast-in-situ post-tensioning slowly bonded prestressed hollow floor slab of the present invention; figure 2 It is a cross-sectional view of the invented super-thick cast-in-place post-tensioning slow-bonding prestressed hollow floor. Reference figure 1 , 2 As shown, at the bottom of the ultra-thick cast-in-situ post-tensioning slowly bonded pre-stressed hollow floor slab, a support member is arranged, the support member includes a horizontally arranged steel pipe 12 and a vertical bracket 13, and a bottom mold 1 is set above the support member And the floor reinforcement 2, there are multiple rows and rows of prefabricated hollow blocks 3 arranged above the floor reinforcement 2, and the floor reinforcement is arranged between the prefabricated hollow blocks. The floor reinforcement includes the horizontally arranged floor main reinforcement 14 and the slab rib reinforcement 15, and the bottom mold 1 The side form 16 ...
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