Precast modular structural building system and method

1. A modular structural building system comprising:

a. a plurality of precast raised floor panels, each precast raised floor panel comprising:

i. a reinforced concrete slab having a top and a bottom;

ii. said reinforced concrete slab having a plurality of edges;

iii. at least one of said edges being generally angled such that the top of the concrete slab has less surface area than the bottom;

iv. at least one beam; and

v. a means of coupling the beam to the bottom of the reinforced concrete slab;

b. a means for connecting adjacent angled edges of said plurality of edges of the precast raised floor panels to each other, wherein the means for connecting adjacent angled edges of said plurality of edges together is a series of two overlapping steel angles bolted together, and wherein once adjacent angled edges of said plurality of edges are connected a receptacle is created; and

c. said receptacle being filled with grout.

2. The modular structural building system of claim 1 further comprising at least one perimeter precast raised floor panel, said at least one perimeter precast raised floor panel comprising:

a. a reinforced perimeter concrete slab having a plurality of edges;

b. at least one edge being generally flat, said flat edge being connected to a building's perimeter walls;

c. at least one duct located inside the perimeter reinforced concrete slab that is generally parallel to and near the flat edge;

d. said at least one duct being capable of receiving a duct reinforcing means;

e. said at least one duct reinforcing means being installed in all perimeter precast raised floor panels in a continuous manner such that, when overlapped with the duct reinforcing means of the perimeter reinforced concrete slab, a raised floor diaphragm is created.

3. The modular structural building system of claim 2 wherein the levelling connection assembly is comprised of a plurality of steel plates connected by at least one mechanical fastening assembly wherein torque is applied to the mechanical fastening assembly to draw two adjacent precast raised floor panels level in the vertical direction.

4. A modular structural building system comprising:

a. a plurality of precast raised floor panels, each precast raised floor panel comprising:

i. a reinforced concrete slab having a top and a bottom;

ii. said reinforced slab having a plurality of edges;

iii. at least one of said edges being generally angled such that the top of the concrete slab has less surface area than the bottom;

iv. at least one beam comprised of two flanges, said flanges being parallel to each other and connected to each other perpendicularly by a web running approximately the length of the flanges; and

v. a means of coupling the beam to the bottom of the reinforced concrete slab;

b. a means for connecting adjacent angled edges of said plurality of edges of the precast raised floor panels to each other, wherein once the adjacent angled edges of said plurality of edges are connected a receptacle is created, and wherein the means for connecting adjacent angled edges of said plurality of edges together is at least one adjustable levelling connection assembly which is capable of using torque to draw two adjacent precast raised floor panels level;

c. said receptacle being filled with grout;

d. said beam being attached to a column; and

e. said at least one adjustable levelling connection assembly being comprised of a plurality of steel plates connected by at least one mechanical fastening assembly wherein torque is applied to the mechanical fastening assembly to draw two adjacent precast raised floor panels level in the vertical direction.

5. A modular structural building system comprising:

a. a plurality of precast raised floor panels, each precast raised floor panel comprising:

i. a reinforced concrete slab having a top and a bottom;

ii. said reinforced concrete slab having a plurality of edges;

iii. at least one of said edges being generally angled such that the top of the concrete slab has less surface area than the bottom;

iv. at least one beam; and

v. a means of coupling the beam to the bottom of the reinforced concrete slab;

b. a means for connecting adjacent angled edges of said plurality of edges of the precast raised floor panels to each other, wherein the means for connecting adjacent edges of said plurality of edges together is a series of bent steel plates bolted to two flat steel plates each flat steel plate being connected to one of the adjacent angled edges of the reinforced concrete slab, and wherein once adjacent angled edges of said plurality of edges are connected a receptacle is created; and

c. said receptacle being filled with grout.

6. A modular structural building system comprising:

a. a plurality of precast raised floor panels, each precast raised floor panel comprising:

i. a reinforced concrete slab having a top and a bottom;

ii. said reinforced concrete slab having a plurality of edges;

iii. at least one of said edges being generally angled such that the top of the concrete slab has less surface area than the bottom;

iv. at least one beam; and

v. a means of coupling the beam to the bottom of the reinforced concrete slab;

b. a means for connecting adjacent angled edges of said plurality of edges of the precast raised floor panels to each other, wherein the means for connecting adjacent angled edges of said plurality of edges together is at least one adjustable levelling connection assembly comprised of a plurality of steel plates connected by at least one mechanical fastening assembly wherein torque is applied to the mechanical fastening assembly to draw two adjacent precast raised floor panels level in the vertical direction, and wherein once adjacent angled edges of said plurality of edges are connected a receptacle is created; and

c. said receptacle being filled with grout.