Thin anti-buckling support component and connecting method thereof with frame
A buckling-resistant support and thin-shape technology, which is applied in building components, earthquake resistance, building construction, etc., can solve the problems of outer contour size limitation and reduction of building area utilization rate, and achieve reduction of outer contour size and space utilization rate The effect of increasing and reducing the building area
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Embodiment 1
[0044] image 3 Schematic diagram of the structure of the thin anti-buckling support member provided by the embodiment of the present invention at the first viewing angle; Figure 4 Schematic diagram of the second angle view of the thin anti-buckling support member provided by the embodiment of the present invention; Figure 5 for image 3 Sectional view at 3-3 in the center; Figure 6 for image 3 Sectional view at 2-2.
[0045] Such as image 3 , Figure 4 , Figure 5 and Figure 6 As shown, a thin anti-buckling support member is provided in this embodiment, and the thin anti-buckling support member includes an anti-buckling support 100 and two prefabricated wall panels 200, and the two prefabricated wall panels 200 are respectively arranged on both sides of the anti-buckling support 100;
[0046] The anti-buckling support 100 includes a flat support inner core 110 and at least two constraining steel plates 120 , and the constraining steel plates 120 are respectivel...
Embodiment 2
[0058] The thin anti-buckling support member provided in this embodiment is a further improvement on the thin anti-buckling support member provided in the first embodiment, and the technical solution described in the first embodiment also belongs to this embodiment.
[0059] Such as image 3 , Figure 4 , Figure 5 and Figure 6 As shown, a thin anti-buckling support member is provided in this embodiment, and the thin anti-buckling support member includes an anti-buckling support 100 and two prefabricated wall panels 200, and the two prefabricated wall panels 200 are respectively arranged on both sides of the anti-buckling support 100;
[0060] The anti-buckling support 100 includes a flat support inner core 110 and at least two constraining steel plates 120 , and the constraining steel plates 120 are respectively arranged on both sides of the flat support inner core 110 .
[0061] Specifically, the cross-section of the flat support inner core 110 is flat, including a flat...
Embodiment 3
[0073] Such as Figure 12 As shown, this embodiment provides a method for connecting a thin anti-buckling support member to a frame, comprising;
[0074] Step S1, a frame 300 is formed by the steel beams on the upper floor, the floor slab on this floor, and the columns on both sides, and the frame 300 is arranged outside the thin buckling-resistant support member described in Embodiment 1;
[0075] Step S2 , the two ends of the thin anti-buckling support member are respectively connected to the upper steel beam and the floor slab of this floor, so that there are gaps between the upper steel beam and the columns on both sides and the edge of the prefabricated wall panel 200 .
[0076] By using the connection method between the thin anti-buckling support member and the frame, the prefabricated wall panel 200 only acts as a partition wall and does not participate in the restraint of the anti-buckling support 100 .
[0077] In the connection method between the thin anti-buckling ...
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