Prefabricated double-energy-dissipative repositionable circular steel pipe concrete composite column and its installation method
A round steel tube and prefabricated technology, which is applied to columns, piers, pillars, etc., can solve the problems of small construction space of composite columns and insufficient integrity of composite steel tube concrete columns, so as to simplify the construction process and ensure the connection performance and integrity. , to ensure the overall effect
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Embodiment 1
[0050] Such asfigure 1 , 2 As shown in and 3, a prefabricated double-energy-dissipating circular concrete-filled steel tubular composite column of the present invention includes an independent foundation 1, a class I column 2 (fabricated constrained concrete-filled steel tubular column), and a class II column 3 (fabricated resettable Circular concrete-filled steel tube columns) and energy-dissipating hinged steel plates 4, fixedly installed on the independent foundation 1 at the bottom are Type I columns 2, Type II columns 3 and energy-dissipating hinged steel plates 4. Type I columns are spliced by 2 circular stiffened steel pipes 8 and restraint supports 6. The two ends of the circular stiffened steel pipes 8 and the restraint supports 6 are provided with corresponding restraint plates 10 and eight bolt holes are reserved. The circular stiffened steel pipes 8 and the constraint support 6 are fixed by high-strength bolts; the circular stiffened steel pipe 8 is provided with...
Embodiment 2
[0063] In the above-mentioned embodiment 1, one type I column 2 and four type II columns 3 are combined by using energy-dissipating hinged steel plates 4 . It should be noted in this embodiment 2 that the combination of the type I column 2 and the type II column 3 is various, and is not limited to the combination mentioned in this embodiment.
[0064] Such as Figure 13 and 14 As shown, one type I column 2 and three type II columns 3 are combined with energy-dissipating hinged steel plates 4 to form a side column composite column structure.
[0065] Such as Figure 15 and 16 As shown, one type I column 2 and two type II columns 3 are combined with energy-dissipating hinged steel plates 4 to form a corner column composite column structure.
Embodiment 3
[0067] The installation method of the prefabricated double energy-consuming and resettable circular steel pipe concrete composite column of the present invention comprises the following steps:
[0068] The first step: connect the circular stiffened steel pipe 8 and the constraint support 6 through high-strength bolts;
[0069] The second step: fix the splicing support 5 and the lower steel bar through fasteners;
[0070] Step 3: connect the upper round steel pipe 18 with the upper sleeve connector 14, and connect the lower round steel pipe 20 with the lower sleeve connector 15;
[0071] Step 4: The prestressed steel bar 21 passes through the steel bar fixing plate at the upper end of the upper round steel pipe 18, the round steel pipe 13 column and the steel bar fixing plate at the lower end of the lower round steel pipe 20 in sequence;
[0072] Step 5: The energy-dissipating hinged steel plate 4 is connected to the type II column 3 through the hinge shaft 22 outside the plan...
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