Construction method for integrally forming large cast-in-place thin-wall high pier through stiff skeleton reinforcement cage
A rigid skeleton, integral forming technology, applied in the erection/assembly of bridges, bridges, buildings, etc., can solve the problems of large investment in steel, high cost, low precision of high pier main reinforcement, and achieve accurate overall verticality and reinforcement position. Accurate and reduce the effect of steel input
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[0033] The steel structure welding process, bolt connection construction process, formwork setting process, and concrete pouring construction process in this embodiment will not be described in detail in this implementation, and the embodiments of the present invention related to structures will be emphatically described.
[0034] figure 1 It is a schematic diagram of the structure of a large cast-in-place thin-walled high pier integrally formed by the rigid skeleton steel cage of the present invention. refer to figure 1 As shown in the figure, the large-scale cast-in-place thin-walled high pier structure of the rigid skeleton steel cage integrally formed in the present invention mainly includes: rigid skeleton vertical rod 1; rigid skeleton outer layer horizontal cross bar A2; rigid skeleton shear brace A3; rigid skeleton Frame outer horizontal bar B4; stiff frame shear brace B5; outer positioning angle steel A6; outer positioning angle steel B7; steel pipe 8; fastener 9; in...
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