Floor plate for a multi-story building
A multi-story building includes a vertical support core that is disposed on a foundation, and a plurality of liftable floor plates. The liftable floor plates are fabricated at ground level and lifted into place on the vertical support core. The vertical support core includes vertically-oriented shear walls, and vertically-oriented columns disposed at corners thereof. Vertically-oriented first slots are formed between adjacent ones of the columns disposed at the corners. Each of the liftable floor plates includes girders, lateral framing members, diagonal framing members, and spandrels disposed at an outer periphery of the floor plate. The diagonal framing members are disposed diagonally in relation the lateral framing members and the first and second girders of the floor plate. The diagonal framing members extend through the first slots in the vertical support core and extend to one of the spandrels disposed at the outer periphery of the floor plate.
1. A multi-story building, comprising:
a vertical support core disposed on a foundation, and a plurality of liftable floor plates slidably disposed on the vertical support core;
wherein the vertical support core includes:
a plurality of vertically-oriented columns disposed at corners of the vertical support core,
a plurality of vertically-oriented shear walls disposed between adjacent ones of the corners of the vertical support core, and
a plurality of vertically-oriented first slots, wherein each of the first slots is formed between adjacent ones of the columns disposed at the corners of the vertical support core; and
wherein each of the plurality of liftable floor plates includes first and second girders, a plurality of lateral framing members, a plurality of diagonal framing members, and a plurality of spandrels disposed at an outer periphery of the floor plate;
wherein the lateral framing members are disposed transverse to the first and second girders of the floor plate;
wherein the diagonal framing members are disposed diagonally in relation to the lateral framing members and the first and second girders of the floor plate; and
wherein the diagonal framing members extend through the first slots in the vertical support core and extend to one of the spandrels disposed at the outer periphery of the floor plate.
2. The multi-story building of claim 1 , wherein a distal end of one of the diagonal framing members is connected to a first and a second of the spandrels.
3. The multi-story building of claim 2 , wherein the distal end of the one of the diagonal framing members and the first and second of the spandrels form a corner of the floor plate.
4. The multi-story building of claim 1 , wherein a proximal end of one of the diagonal framing members is connected to one of the lateral framing members.
5. The multi-story building of claim 1 , wherein each of the floor plates is slidably disposed on the vertical support core.
6. The multi-story building of claim 1 , wherein each of the floor plates corresponds to one of the stories of the multi-story building.
7. The multi-story building of claim 1 , wherein a topmost one of the floor plates comprises a roof for the multi-story building.
8. The multi-story building of claim 1 , wherein each of the floor plates is cantilevered from the vertical support core.
9. The multi-story building of claim 1 further comprising a plurality of vertically-oriented second slots, wherein each of the second slots is formed between one of the vertically-oriented shear walls and the vertically-oriented columns disposed at the corners.
10. The multi-story building of claim 9 , wherein the girders are disposed in the second slots and disposed adjacent to the vertically-oriented shear walls of the vertical support core.
11. The multi-story building of claim 9 , wherein the vertically-oriented columns comprise L-shaped columns.
12. The multi-story building of claim 1 , further comprising a plurality of jacking elements disposed at a top portion of the vertically-oriented columns, and wherein the jacking elements are coupled to the liftable floor plates.
13. The multi-story building of claim 12 , wherein the jacking elements comprise strand jacks.
14. The multi-story building of claim 1 , wherein each of the liftable floor plates has a rectilinear configuration.
15. The multi-story building of claim 1 , wherein the vertically-oriented shear walls comprise opposed sidewalls and opposed inner endwalls, and wherein the opposed sidewalls and the opposed inner endwalls are arranged to form a vertically-oriented elevator shaft.
16. The multi-story building of claim 1 , wherein the vertically-oriented columns and the vertically-oriented shear walls are composed of hardenable material.
17. A multi-story building, comprising:
a vertical support core disposed on a foundation, and a plurality of liftable floor plates slidably disposed on the vertical support core;
wherein the vertical support core includes:
a plurality of vertically-oriented columns disposed at corners of the vertical support core,
a plurality of vertically-oriented shear walls disposed between adjacent ones of the corners of the vertical support core,
wherein a plurality of first slots are formed between adjacent ones of the columns disposed at the corners of the vertical support core, and
wherein a plurality of second slots are formed between one of the vertically-oriented shear walls and the vertically-oriented columns disposed at the corners; and
wherein each of the plurality of liftable floor plates includes first and second girders, a plurality of lateral framing members, a plurality of diagonal framing members, and a plurality of spandrels disposed at an outer periphery of the floor plate; and
wherein the diagonal framing members extend through the first slots in the vertical support core and extend to one of the spandrels disposed at the outer periphery of the floor plate.
18. The multi-story building of claim 17 , wherein each of the floor plates is slidably disposed on the vertical support core.
19. The multi-story building of claim 17 , wherein each of the floor plates is cantilevered from the vertical support core.
20. The multi-story building of claim 17 , wherein the vertically-oriented columns comprise L-shaped columns.