--- 22 ---
200
(174)
0
1
2
3
400
(347)
600
(521)
800
(694)
1000
(868)
kgf
•
cm
(in-lbs)
Tightening time: sec.
(Steel plate thickness
t=3/8" (10 mm))
3/8" x 1-5/32"
(M10 x 30)
Tightening torque
High-streng
th
bolt
0
0
20
40
60
80
100
N
•
m
Tightening time: sec.
(Steel plate thickness
t=1" (25 mm))
Ordinary bolt
0
1
2
3
15/32" x 1-3/4"
(M12 x 45)
High-strength bolt
Ordinary bolt
200
(174)
400
(347)
600
(521)
800
(694)
1000
(868)
kgf
•
cm
(in-lbs.)
Tightening torque
0
0
20
40
60
80
100
N
•
m
1200
(1642)
120
140
1400
(1215)
Tightening time: sec.
(Steel plate thickness
t=1" (25 mm))
0
1
2
3
9/16" x 1-15/16"
(M14 x 50)
High-strength bolt
Ordinary bolt
200
(174)
400
(347)
600
(521)
800
(694)
1000
(868)
kgf
•
cm
(in-lbs.)
Tightening torque
0
0
20
40
60
80
100
N
•
m
1200
(1042)
120
140
1400
(1215)
1600
(1389)
160
Tightening time: sec.
(Steel plate thickness
t=3/8" (10 mm))
200
(174)
0
1
2
3
400
(347)
600
(521)
800
(694)
1000
(868)
kgf
•
cm
(in-lbs.)
5/16" x 1-3/6"
(M8 x 30)
Tightening torque
High-strength bolt
0
0
20
40
60
80
100
N
•
m
Tightening time: sec.
(Steel plate thickness
t=3/8" (10 mm))
0
1
2
3
Tightening time: sec.
(Steel plate thickness
t=3/8" (10 mm))
15/32" x 1-3/4"
(M12 x 45)
High-strength bolt
Ordinary bolt
200
(174)
400
(347)
600
(521)
800
(694)
1000
(868)
kgf
•
cm
(in-lbs.)
Tightening torque
0
0
20
40
60
80
100
N
•
m
1200
(1042)
120
200
(174)
0
1
2
3
400
(347)
600
(521)
800
(694)
1000
(868)
kgf
•
cm
(in-lbs.)
3/8" x 1-3/6"
(M10 x 30)
Tightening torque
High-strength bolt
0
0
20
40
60
80
100
N
•
m
Ordinary bolt
•
Model WH 12DM
7-3-3. Bolt Tightening torque characteristics
Figures. 6-1 and 6-2 show relationships between time and tightening torque for individual bolt types and sizes.
While the data are useful for handy reference, actual tightening torque will vary depending on tightening
conditions and other variables. For details, please refer to Para. 8-3, "Tightening Torque Variation".
(Note)
•
The term "tightening time" indicates the impact time after the lower surface of the bolt has come in contact with
the material into which it is being tightened.
•
In the tightening conditions shown in Figs. 6-1 and 6-2, the screws are being tightened directly into a steel
plate; accordingly, the torque goes up very abruptly in comparison with ordinary bolt tightening conditions.
Fig. 6-2
Bolt
Nut
Steel plate
thickness: t
* The following bolts were utilized:
Ordinary bolt; strength grade 4.8
High-strength bolt; strengh grade
12.9
Strength grade is read as follows:
4.8
Yield point or durable force:
(45,500 psi)
Tensile strength of the bolt:
(56,900 psi)
Fig. 6-1
•
Model WR 12DM