8.
VI. Smart Parts
TM
System Recommendations
To select the proper head and drive length to use with the VMG 1750BP for your
application refer to the table below:
1
2
3
Application
Slump
Space Limitations
Head Diameter
Block Walls & Small Diameter Fills:
Plastic and flowing concrete for very thin
members & walls & confined places.
>3”
2.5” x 2.5”
7/8”
VH-14
Thinnest Prestressed Sections:
Plastic
and flowing concrete for very thin members
& walls & confined places.
>3”
3” x 3”
1”
VH-16
Thin Prestressed Sections:
Plastic
concrete in thin walls, columns, beams,
precast piles, thin slabs, and along con-
struction joints.
3-5”
3.25” x 3.25”
1-1/4”
VH-20
Thin Wall Sections & General Use:
Plastic concrete in thin walls, columns,
beams, precast piles, thin slabs, and along
construction joints.
3-5”
3.5” x 3.5”
1-1/2”
VH-24
1-3/4”
VH-28-PH
Polly Head
General Use:
Plastic & stiff plastic con-
crete in general construction such as walls,
columns, beams, pre-stressed piles, and
heavy slabs.
2-4”
3.75” x 3.75”
1-3/4”
VH-28
2”
VH-32-PH
Polly Head
Shallow Pours:
Plastic & stiff plastic con-
crete in slabs and other shallow pours less
than 12” thick.
2-4”
4” x 4”
2-1/8”
VH-34-SP
2-3/8”
VH-38-SP
Polly Head
ICF Applications:
Plastic and flowing
concrete for very thin members & walls &
confined places where insulated concrete
forms are used.
> 4”
2.5” x 2.5”
7/8”
VH-14-LF
1 - Find the description in column 1 that matches your application.
2 - Use column 2 to adjust for any size restrictions due to reinforcements, such as rebar,
or other limiting structures.
3 - Column 3 gives the diameter of the vibrator head needed.
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