초록 ▼

A monolithic, reinforced concrete framework for a multi-level, multi-unit building results from the utilization of factory prefabricated and finished wall panels, floor/ceiling panels and utility core modules, the juxtaposition of which, without forms, defines volumetric beam voids. The beam voids a

A monolithic, reinforced concrete framework for a multi-level, multi-unit building results from the utilization of factory prefabricated and finished wall panels, floor/ceiling panels and utility core modules, the juxtaposition of which, without forms, defines volumetric beam voids. The beam voids are exterior to the wall panels, floor/ceiling panels and core modules. Wall panels include light gage studs, which are loadbearing studs, and light gage column frames. Beam voids and column frames for a building level are poured with concrete at one time. Each building level is erected and poured in one day; and the next level can commence the following morning, without need for exterior scaffolds. The beams and columns carry the weight of the building down into the foundation. Large open areas, such as lobbies, can be provided, using building weight supporting trussed wall panels having support for the beams overlying the open area.

대표청구항 ▼

[ What I claim is:] [1.] In a method for constructing a multi-level, multi-unit per level building with a monolithic framework including on-sitepoured concrete beams, the improvement comprising: defining at least one open area room, the open area of said open area room to be free of means for load s

[ What I claim is:] [1.] In a method for constructing a multi-level, multi-unit per level building with a monolithic framework including on-sitepoured concrete beams, the improvement comprising: defining at least one open area room, the open area of said open area room to be free of means for load supporting, such as walls and columns; erecting over that open area at least one prefabricated, trussed wall panel having the loadbearing capability of supporting the weight of all levels of said; positioning said trussed wall panel over a beam, and tying said beam to said trussed wall panel to provide upward support to said beam.