5699-E P-6
SECTION 2 TRANSPORTATION AND INSTALLATION
3. Foundation Plan
LE11214R0100400040001
1450 (57.09)
Unit: mm (in.)
Lathe table center
2150 (84.65) (Bed bottom face) 660 (25.98)
70 (2.76)1045 (41.14)
1450 (57.09)
700
(27.56)
700
(27.56)
700 (27.56)
700 (27.56)
700 (27.56)
700 (27.56)
400 (15.75)
400 (15.75)
400 (15.75)
60
(2.36)
120 (4.72)
120 (4.72)
520 (20.47)520 (20.47)
400 (15.75)
400 (15.75)
400 (15.75)
400 (15.75)
400 (15.75)
400 (15.75)
400 (15.75)
400 (15.75)
Hydraulic unit
10 (0.39)
945 (37.20)
20
(0.79)70 (2.76)
70 (2.76)
794 (31.26)
1957 (77.05)
(Magazine bottom face)
Lift-up conveyor
(optional)
830 (32.68) 3355 (132.09) (Bed bottom face) 815 (32.09)
NC control box
Cooling unit
Foundation outline
60 (2.36)
285
(11.22)
905 (35.63)1005 (39.57)
200 (7.87)
200 (7.87)
200 (7.87)
200 (7.87)
200 (7.87)
200 (7.87)
200 (7.87)
200 (7.87)
200 (7.87)
200 (7.87)200 (7.87)
200 (7.87)
1869 (73.58) (Magazine bottom face)
1205 (47.44)
40 (1.57) 40 (1.57)
1926 (75.83)
Outline of
full-enclosure shielding
Leveling block adjustment shaft
581 (22.87) 1169 (46.02)
5000 (196.85)
39 (1.54)
200 (7.87)
200 (7.87)
200 (7.87)
200 (7.87)
200 (7.87)
200 (7.87)
1000 (39.37)
1000 (39.37)
90 (3.54)
750 (29.53)2250 (88.58) (Bed bottom face)
25 (0.98)
5700 (224.41)
1341 (52.80)
1220 (48.03)
(Magazine bottom face)
139 (5.47)
139 (5.47)
60 (2.36)
410
(16.14)890 (35.04)775 (30.51)
200 (7.87)
865 (34.06)
45 (1.77)
190 (7.48)
1500 (59.06)
Chip bucket
(optional)
190 (7.48)
190 (7.48)
667 (26.26)
520 (20.47)520 (20.47)
60
(2.36)
139 (5.47)
This drawing shows the foundation dimensions
but is not the working drawing.
Please prepare the working drawing.
Mass and estimated bearing capacity
Machine mass (machine body + 36-tool magazine)
Max workpiece mass (table + workpiece)
Foundation concrete mass
Average bearing capacity of soil under foundation concrete
Required safe bearing capacity of soil
33000 kg (72600 lb)
7000 kg (15400 lb)
54720 kg (120384 lb)
0.033 MPa (4.79 psi)
0.049 MPa (7.11 psi)
Notes
1. Avoid installation in a place which is subject to sharp temperature change, direct sunlight, dust or impact.
2. Ensure that the error in levelness on the foundation concrete is within 10 mm (0.39 in.).
3. Also refer to the machine dimensional drawings.
Pour mortar in to secure it.
1000 (39.37) (a 1 places)
700 (27.56) (b 3 places)
400 (15.75) (c 6 places)
400 (15.75) (c 6 places)
100 (3.94)
100 (3.94)
600 (23.62)
800 (31.50)3000 (118.11)
150
(5.91)
150
(5.91)
Drive a pile (in case of
insufficient bearing
capacity of soil).
Reinforce the concrete in
3 directions (crosswise,
lengthwise and vertically).
180 (7.09)
180 (7.09)
R40
(1.57)
R40
(1.57)
φ20 (0.79)
φ20 (0.79)
φ150 (5.91)
φ150 (5.91)
90 (3.54)
90 (3.54)
200 (7.87)
430 (16.93)
630 (24.80)
200 (7.87)430 (16.93)
630 (24.80)
Magazine frame
Washer
19 (0.75)
19 (0.75)16 (0.63)
21.5 (0.85) drill
Anchor bolt
(M20 × 150 (5.91))
75 (2.95) 75 (2.95)
φ20 (0.79)
φ20 (0.79)
150 (5.91)
150 (5.91)
(1:5) (8 places)
Detail of foundation bolt assembly (1:5)
(a, b, c, 10 places)
Nut
Washer
Jack bolt
Lock nut
Bed
15 (0.95)
φ20 (0.79)
φ20 (0.79)
φ150 (5.91)
φ150 (5.91)
Foundation bolt
Foundation washer
50
(1.97)
48
(1.89) 112 (4.41)
200 (7.87)
40
(1.57)
20
(0.79)
Place and level off the
high-quality rubbles and
add filling gravel about 30%.
Then, tamp down the ground.
Bed
Jack bolt
Lock nut
Block
Spherical washer
Leveling block
Leveling block adjustment shaft
226 (8.90)
101 (3.98)
101 (3.98)
68
(2.68)
68
(2.68)
44.3
(1.74)
44.3
(1.74)
12.7
(0.50)
12.7
(0.50)
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