Monday, January 25, 2010

Ishigami - KAIT Columns

Selected text from page 41 of the "Small Images" book by Junya Ishigami regarding the columns of his KAIT building:

"Though not immediately obvious to the eye, there are two different types of columns in the structure, the verticals - those bearing vertical forces, and the horizontals - those bearing horizontal forces. I wanted to make the columns as slender as possible, and assigning the forces was more effective than trying to make every column bear both."

"These columns are erected in roughly two different processes according to their type. For the verticals, the bases are joined to independent foundations, with beams being placed across the top ends. Pin joints hold the verticals to the beams. The detail of these pins would ultimately be concealed to match the welded detail of the horizontals top ends. For the horizontals, the fact that their own weight was acting on them as a vertical force seemed inefficient to begin with, when I wanted to make them slender. For this reason I decided to suspend the horizontals from the beams. After the verticals have been joined to the beams the horizontals are inserted with a crane from above the beams and fixed. In the basic approach for the structural planning in this project, the horizontals are designed not to bear snow loads and other vertical forces, so in the early stages I thought I would keep the horizontals' connection with the floor vertically loose. This would be to avoid buckling in the horizontals from snow and such...I looked to another solution. Before fixing the horizontals to the beams we preemptively loaded the top of the roof with weights equal to the snow loads, then fixed the columns. After the columns were fixed to the floor, the weights (=snow load) were removed from the roof, releasing the force. As a result the horizontals would get pulled upward and a tension would act on them...Not taking any compressive force, they would not bend [sic, aka buckle]. In this way both the verticals and horizontals were set up so that they appear simply imbedded in the concrete floor in the same manner. In the creation of an ambiguous space, this was a particularly important detail."

4 comments:

dong said...

huh. so is this genius or totally silly? or both?

by horizontal/vertical is he talking about in plan? obviously both columns are physically vertical right? and so the hortizontals act like hangars kinda? tensioning the beams/roof and stiffening the whole structure? whats keeping the verticals from buckling?

im sure i am missing something/lotsofthings.

dong said...

also:
you typed this whole thing out! rad.

dong said...

oh wait the columns in plan go in all sorts of directions. i have idea whats going on.

.s.s. said...

The horizontals basically act like mini-shear walls.

They are purposely trying to make the structure ambiguous (and succeeding), so it is hard for me to totally know what they are doing. It like the glass also acts like shear walls.

The verticals would definitely buckle if overloaded. They are just keeping the loads lower than the buckling load. The American Institute of Steel Construction does not allow columns this slender, but I guess you can get away with it in Japan.

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