Connecting structure of section steel reinforced concrete column and section steel reinforced concrete beam as well as construction method
A reinforced concrete column and concrete beam technology, applied in the field of steel concrete, can solve the problems of limited seismic capacity and strength of the structure, complicated construction process, high construction cost, etc., and achieve the effect of saving steel consumption, ensuring rigidity and increasing seismic performance
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Embodiment 1
[0040] Embodiment 1, a connection structure between a steel reinforced concrete column and a concrete beam implemented according to the present invention, such as Figure 1~5 As shown, it is arranged on the foundation 13, including two parts of a steel concrete column and a steel concrete beam 10 connected together. It is characterized in that: the steel concrete column includes a steel lower column 1 and a steel upper column 5 connected together. The lower column 1 of the shaped steel is a cross column, the upper part of the upper column 5 of the shaped steel is a hollow box-shaped column, and the lower part is a hollow square column, and the bottom of the lower column 5 of the upper section of the shaped steel is connected with the lower column 1 of the lower section of the shaped steel. The top is connected as a whole, which can be welded;
[0041] Rivets 2 are provided on the outer walls of the lower column 1 of the profiled steel and the upper column 5 of the profiled ste...
Embodiment 2
[0060] Embodiment 2, the principle and technical solution of this embodiment are basically the same as those of Embodiment 1, the difference is that: after the vertical steel bars 3 described in step S2 are tied to the top of the section steel column 1, the concrete layer I4 is poured first To the junction of the lower column 1 of the profiled steel and the upper column 5 of the profiled steel, then hoist the upper column 5 of the welded profiled steel, then continue to bind the vertical reinforcement 3 to the top of the upper column 5 of the profiled steel, and finally continue pouring the concrete layer I4 to the steel concrete beam 10 300mm from the bottom.
[0061] Among them, a section of concrete layer I4 is poured to make the lower column 1 of the shaped steel stable and reliable, because the upper column 5 of the shaped steel is heavy, and the butt joint process may cause the axis to deviate.
[0062] Using the above-mentioned connection structure and construction meth...
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