Concrete-filled steel bearing wall

Static structures (e.g. – buildings) – Cast in situ composite slab

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Details

52250, 52319, 52379, 52426, 52431, 52432, 52334, E04B 116, E04B 200, E04B 286, E04B 130

Patent

active

056386524

ABSTRACT:
A concrete-filled steel bearing earthquake resistant wall which has combined resistance to shearing forces exerted in the surface plane thereof has connecting members (1), a pair of surface steel plates (2 and 2') arranged in parallel spaced relationship to each other and secured by the connecting members (1) so that the space between these surface steel plates is filled with the wall unit concrete (7), and wall unit periphery binding steel reinforcements (8) constructed from inverted U-shaped steel bars or similar material and arranged along the peripheral part of the wall unit at predetermined intervals so as to be embedded in the concrete (7). Slippage preventing members (6) are arranged in a staggered arrangement on the aforementioned surface steel plates (2 and 2'). Belt-shaped steel members (11) may be attached to one end of the connecting members (1) which are planted on one side (2a) of one of the surface steel plates (2), and the other surface steel plate member (2') is connected by plug welding (13, 13') to belt-shaped steel members (11).

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Feasible Study of Concrete Filled Steel Structure for Reactor Building SMiRT 10th 1989.8.
1/10th Scale Model Test of Inner Concrete Structure Composed of Concrete Filled Steel Bearing Wall SMiRT 10th 1989.8.
A Compression and Shear Loading Test of Concrete Filled Steel Bearing Wall SMiRT 11th 1991.8.

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