Shear-wall structure and method employing laterally bounding columns

1. Building frame shear-wall structure for use in a plural-story, site-built, building comprising

plural, elongate, spaced, interconnected next-adjacent columns and next-adjacent beams including elongate stretches which define and perimeter nominally open panes, and

within each said defined and perimetered pane, an introduced, cured body of curable structural shear-load-bearing flow material spanning and effectively forming a column-and-beam-anchored rigidifying shear panel in the pane, with each said shear panel being laterally bounded by a pair of next-adjacent columns.

2. The shear-wall structure of claim 1 , wherein the material forming each panel in a pane embeds at least one of (a) a column stretch or a beam stretch which partially perimetrally bounds the pane, and (b) an element secured to such a column stretch or beam stretch and which extends laterally into the pane.

3. Building-frame shear-wall structure for use in a plural-story, site-built, building comprising

plural, elongate, laterally spaced, generally upright columns,

plural, elongate, vertically spaced, generally horizontal beams load-bearingly connected to said columns at spaced nodal points of intersection between the columns and the beams to form a structural building frame, with sets of next-adjacent, pairs of elongate stretches of the columns and beams defining and bounding plural, perimetered, generally planar panes, and

disposed as a substantially planar, upright panel within and substantially fully spanning each said pane, cured, structural shear-load-bearing flow material which is anchored via an embedding condition to at least one column stretch and to at least one beam stretch which play roles in defining the pane, with each said panel being laterally bounded by a pair of next-adjacent columns.

4. The shear-wall structure of claim 3 , wherein said flow material in each panel embeds said at least one beam stretch.

5. The shear-wall structure of claim 4 , wherein each pane is bounded by upper and lower beam stretches, and said at least one beam stretch is the upper beam stretch.

6. The shear-wall structure of claim 3 which further includes, in each pane, elongate, anchoring-site structure joined to said at least one column stretch, and extending therefrom laterally and embeddedly into the flow-material panel in the pane.

7. A method for creating building-frame shear wall structure for use in a plural-story, site-built, building comprising

assembling next-adjacent pairs of interconnected, elongate columns and beams to establish, through confronting, elongate, column and beam stretches, perimeter-bounded, nominally open, upright, and substantially planar panes having thicknesses measured, normal to their respective planes which are defined in relation to the column and beam stretches which bound the respective panes,

for each such pane, and utilizing the stretches of columns and beams which perimeter-bound the pane as perimeter-defining, flow-material forms, flowing curable, structural flow shear-load-bearing material into the panes to produce a flow-material panel substantially fully spanning the pane and possessing the mentioned, defined pane thickness, with each said panel being laterally bounded by a pair of next-adjacent columns.

curing the flowed material in each such panel to a condition of rigidity, and

during said curing, establishing a condition of co-anchoring between the curing flow-material panel and the associated, bounding column and beam stretches.

8. The method of claim 7 , wherein said establishing is conducted, at least in part, by causing the flowed flow material to embed at least a length portion of at least one of the beam stretches associated with the relevant pane.

9. The method of claim 8 , wherein said causing is created by embedment capturing of the mentioned portion of the at least one beam stretch associated with the relevant pane.

10. The method of claim 9 , wherein each pane is associated with spaced upper and lower beam stretches, and the at least one beam stretch is the upper beam stretch.

11. The method of claim 7 , wherein the mentioned condition of co-anchoring in a pane is produced, at least in part, by causing the flowed flow material to capture at least one elongate anchoring element which extends into the pane from one of the bounding column stretches.