REINFORCING
STEEL AND MESH
Estimating, detailing and fabrication with a personal touch. HBS has the fastest turn around time in Wisconsin. When necessary, we can turn most jobs in days, not weeks, to insure that the job is completed on time.
REINFORCING STEEL
Used as a tension device to strengthen and aid the concrete under tension.
Steel Fabrication
Grade 40 & Grade 60
Reinforcing Steel
Epoxy Coated Rebar
MESH
A prefabricated welded grid consisting of a series of parallel bars.
Sheets
Rolls
Fiber
High Yield Welded Wire
Engineered to replace the reinforcing steel, but installs at the labor cost of sheet mesh.
Rebar Replacement
Paving Baskets
Assembly that holds dowels at contraction joints.
Dowels
Dowels are used to brace the joints between two concrete elements.
Smooth
Flat
Bolsters & Chairs
Enabling rods that help to maintain the proper space between the bottom and top reinforcements of a slab.
Metal
Plastic
Cement Brick
Rebar Tier
Used as a tool for binding reinforced steel rods.
Rebar Ties
Tie bars can constrain and reinforce masonry structures.
Tie Wire, Black & PVC Loop Ties
Rebar Cutter
Rebar Safety Caps
Speed Dowels
Style Designation & Stock
REINFORCING STEEL
| OLD BAR | “SOFT” METRIC SIZE | WEIGHT IN POUNDS / FT | #/TON | NOMINAL DIAMETER IN INCHES | NOMINAL DIAMETER IN MM |
|---|---|---|---|---|---|
| #3 | #10 | 0.376 | 266 | 3/8” | 0.375 | 9.525 |
| #4 | #13 | 0.668 | 150 | 1/2” | 0.500 | 12.7 |
| #5 | #16 | 1.043 | 96 | 5/8” | 0.625 | 15.875 |
| #6 | #19 | 1.502 | 67 | 3/4” | 0.750 | 19.05 |
| #7 | #22 | 2.044 | 49 | 7/8” | 0.875 | 22.225 |
| #8 | #25 | 2.670 | 39 | 1” | 1.000 | 25.4 |
| #9 | #29 | 3.400 | 30 | 1-1/8” | 1.128 | 28.65 |
| #10 | #32 | 4.303 | 22 | 1-1/4” | 1.270 | 32.26 |
| #11 | #36 | 5.313 | 18 | 1-3/8” | 1.410 | 35.81 |
| #14 | #43 | 7.650 | 13 | 1-3/4” | 1.693 | 43.0 |
| #18 | #57 | 13.60 | 7 | 2-1/4 “ | 2.257 | 57.33 |
Sizes and Dimensions
WELDED WIRE MESH
| NEW DESIGNATION (BY W-NUMBER) | OLD DESIGNATION (BY STEEL WIRE GAGE) | SHEETS 8’ X 15’ | ROLLS 5’ X 150’ | #SQ. FT. |
|---|---|---|---|---|
| 6 x 6—W1.4 x W1.4 | 6 x 6—10x10 | X | X | .21 |
| 6 x 6—W2 x W2 | 6 x 6—8 x 8 | X | .29 | |
| 6 x 6—W2.9 x W2.9 | 6 x 6—6 x 6 | X | X | .42 |
| 6 x 6—W4 x W4 | 6 x 6—4 x 4 | X | .58 | |
| 4 x 4—W1.4 x W1.4 | 4 x 4—10 x 10 | .31 | ||
| 4 x 4—W2 x W2 | 4 x 4—8 x 8* | .43 | ||
| 4 x 4—W2.9 x W2.9 | 4 x 4—6 x 6 | .62 | ||
| 4 x 4—W4 x W4 | 4 x 4—4 x 4 | X | 86 |
