Prefabricated building prefabricated steel concrete intermediate column-beam joint prestressed tendon interlaced tension anchorage structure and construction method
A technology of prestressed tendons and prefabricated columns, which is applied in building construction and construction, can solve the problems of low hoisting speed and accuracy, poor anti-negative bending moment effect of nodes, undeveloped and other problems, and achieves improved hoisting speed and accuracy, convenience The effect of building construction and improving mechanical properties
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Embodiment 1
[0050] A prefabricated steel-concrete intermediate column-beam joint prestressed tendon staggered tension anchoring structure for an assembly building, comprising a prefabricated column 1, and further comprising:
[0051] The reserved channel 2 reserved in the prefabricated column 1;
[0052] The cross-shaped steel column 3 integrally formed with the prefabricated column 1;
[0053] The prefabricated column stacking layer 4 arranged on the upper part of the prefabricated column 1;
[0054] A composite beam 5 arranged at one end of the prefabricated column 1;
[0055] The top steel bar 6 exposed on the upper part of the superimposed beam 5;
[0056] The overhanging steel bar 7 extending on the side of the prefabricated column 1;
[0057] A plurality of reserved perforations 8 opened on the cross-shaped steel column 3;
[0058] Prestressed tendons 9 passing through a plurality of reserved perforations 8;
[0059] An anchoring device of the prestressed rib 9 fixed on the cro...
Embodiment 2
[0063] The difference from Embodiment 1 is that a construction method for assembling a prefabricated steel-concrete intermediate column-beam joint prestressed tendon staggered tension anchoring structure of a building is also provided, which specifically includes the following steps:
[0064] a. Factory made prefabricated column 1;
[0065] b. Prefabricated column 1 hoisting construction;
[0066] c. Hoisting and supporting system installation of composite beam 5;
[0067] d. At the post-casting section of the beam-column joint, the prefabricated column is connected by grouting with 1 side and 7 side overhanging steel bars;
[0068] e. Installation of formwork and support system at the post-casting section of beam-column joints;
[0069] f. Four-directional prestressing tendons 9 are perforated and temporarily fixed;
[0070] g. Concrete pouring at the post pouring section of the beam-column joint;
[0071] h. Tension and anchorage of prestressed steel bars in four directi...
Embodiment 3
[0088] The difference from Embodiment 2 is that the construction method of the prestressed tendon interlaced tension and anchorage structure of the prefabricated steel-concrete intermediate column-beam joints of the prefabricated building, which specifically comprises the following steps:
[0089] a. Factory made prefabricated column 1;
[0090] b. Prefabricated column 1 hoisting construction;
[0091] c. Hoisting and supporting system installation of composite beam 5;
[0092] d. At the post-casting section of the beam-column joint, the prefabricated column is connected by grouting with 1 side and 7 side overhanging steel bars;
[0093] e. Installation of formwork and support system at the post-casting section of beam-column joints;
[0094] f. Four-directional prestressing tendons 9 are perforated and temporarily fixed;
[0095] g. Concrete pouring at the post pouring section of the beam-column joint;
[0096] h. Tension and anchorage of prestressed steel bars in four di...
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