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JIMMY SERIES HYDRAULIC REBAR BENDERS
M
d o
l e
B
n e
i d
g n
A
g n
e l
R
b e
r a
C
p a
c a
y t i
B (
r a
S
z i
) e
M
n i
m i
u
m
e B
d n
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c (
m
* )
M
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m i
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m
B
r a
S
a p
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g n
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c
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A
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A -
p
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B
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N
u
m
b
; r e
e B
d n
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* *
W
e
g i
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k (
) g
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p i
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W
e
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k (
) g
O
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D
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e
s n
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c (
) m
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p i
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D
m i
e
s n
o i
s n
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c (
) m
9
° 0
t S
n a
a d
d r
e B
d n
8 1
° 0
a C
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H
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B
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* Minimum bend measured from bottom of machine to top of angle.
** American Concrete Institute (ACI) has approved the wheel used in this device as the proper radius for bending the bar size indicated; Concrete Reinforcing Steel
Institute(CRSI) requirements are met for the bar size indicated.
T
b a
e l
M
d o
l e
B J
1 5
5 3
B J
1 7
5 3
B
n e
i d
g n
a R
i d
s u
3 1
° 5
3 1
° 5
★
★
#
( 4
0 1
/ M
1 #
) 3
★
★
★
#
( 5
5 1
/ M
1 #
) 6
★
★
#
( 6
0 2
/ M
1 #
) 9
★
★
★
7 #
N (
/ A
2 #
) 2
#
( 8
5 2
/ M
2 #
) 5
#
( 9
0 3
/ M
2 #
) 9
#
0 1
N (
/ A
3 #
) 2
1 #
( 1
5 3
/ M
3 #
) 6
JIMMY SERIES HYDRAULIC REBAR BENDERS — OPERATION AND PARTS MANUAL — REV. #9 (01/04/08) — PAGE 9
T
b a
e l
. 1
R
B J
1 5
5 3
B J
1 7
5 3
3 1
° 5
3 1
° 5
#
, 4
5 #
#
, 6
7 #
( 5
2 1
) 7 .
( 5
2 1
) 7 .
2
2
#
; 5
3 1
° 5
#
; 7
3 1
° 5
2 2
1 (
) 0
6 2
1 (
) 2
4 3
1 (
) 5
7 4
2 (
) 1
3 2
x
1 1
x
3
5 .
9 1
x
9
x
3
5 (
. 8
x 4
7 2
9 .
8 x
) 9 .
4 (
. 8
x 3
2 2
9 .
7 x
) 6 .
0 3
x
3 1
x
4 2
0 3
x
3 1
x
4 2
7 (
x 6
3 3
6 x
) 1
7 (
x 6
3 3
6 x
) 1
✓
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✓
. 2
R
b e
r a
i S
e z
C
a h
t r
B J
0 5
0 9
B J
0 7
0 9
B J
0 8
0 9
9
° 0
9
° 0
9
° 0
★
★
★
★
★
★
★
★
★
★
★
★
★
★
★
★
★
★
★
★
★
★
—
SPECIFICATIONS (REBAR UNIT)
b e
r a
e B
d n
r e
p S
c e
i f i
a c
B J
0 5
0 9
B J
0 7
0 9
9
° 0
9
° 0
4 #
# ,
, 5
6 #
6 #
# ,
, 7
8 #
( 5
2 1
) 7 .
( 8
0 2
) 3 .
3
3
5 #
9 ;
° 0
7 #
9 ;
° 0
6 2
1 (
) 2
8 5
2 (
) 6
9 3
1 (
) 8
4 7
3 (
) 3
7 1
x
9
x
4
5 .
1 2
5 .
x
2 1
5 .
(
3 4
2 .
2 x
. 2
x 9
1 1
) 4 .
5 (
. 4
x 6
1 3
8 .
0 3
x
3 1
x
4 2
4 2
x
3 1
x
7 (
x 6
3 3
6 x
) 1
6 (
x 1
3 3
3 x
A
p
i l p
a c
o i t
s n
✓
✓
✓
✓
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✓
B J
1 9
0 8
J
1 B
0 1
0 9
NOTE
8 1
° 0
8 1
° 0
★
★
★
★
★
★
★
★
★
★
★★★ ACI/CRSI Approved for this size
★
★
★
★
★
★★ Acceptable bend radius for ACI/CRSI requirements
★
★
★
★ Capable of bending rebar but does not meet ACICRSI requirements
★
★
★
★
★
o i t
s n
B J
0 8
0 9
B J
1 9
9
° 0
8 1
#
, 6
7 #
# ,
, 8
9 #
7 #
# ,
, 8
( 8
0 2
) 3 .
1
( 1
3
3
8 #
9 ;
° 0
#
; 9
2 6
2 (
) 9
1
0 0
9 8
4 (
) 0
1
9 1
x
5
5 .
7 2
x
4 1
x
5
5 .
9 1
x
7 1
1 x
) 4
6 (
. 8
x 6
5 3
6 .
1 x
) 4
(
8 4
3 .
4 x
. 3
5 1
4 2
x
3 1
x
5 1
4 2
x
3 1
) 8
6 (
x 1
3 3
3 x
) 8
6 (
x 1
3 3
✓
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✓
✓
✓
✓
Rebar Size:
Standard 1/8 inch increments
(Metric Hard/Soft
Conversion)
Example:
#8 Rebar ÷ 8 = 1-inch
#4 Rebar ÷ 8 = 4/8 = 1/2-inch
Not capable of bending this size rebar
0 8
J
1 B
0 1
0 9
° 0
9
° 0
9 #
# ,
0 1
#
, 8
9 #
# ,
0 1
# ,
1 1
7 2
) 9 .
1
( 4
5 3
) 6 .
5 .
3
5 .
8 1
° 0
#
1 1
9 ;
° 0
4 (
) 5
1
0 1
5 (
) 0
5 (
) 4
1
6 3
6 (
) 2
x
6
7 2
x
9 1
x
6
x 2
5 1
) 2 .
(
8 6
6 .
4 x
. 8
x 3
5 1
) 2 .
x
5 1
4 2
x
3 1
x
5 1
3 x
) 8
6 (
x 1
3 3
3 x
) 8
✓
✓
✓
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