Easy CD-DA Extractor 5.0.7.3 serial key or number
Easy CD-DA Extractor 5.0.7.3 serial key or number
Mould Components - Mould Manufacturing Equipments
EXPERIENCE PRODUCES - THE SECTOR GAINS
Reliable Label
www.guvenal.net Catalogue Content Information, Definitions & Benefits; * In order to use product correctly, we presented information. Our aim is to ensure that our customers use our products correctly. * We have designed products with technical drawings. We have tried to determine where you should use the product with schemes or practical information. * In order to use the products correctly, we have explained precautions. Also, we have specified the disadvantages. * We divided the mould group inside the catalogue into two group (2 INDEX ), PART 1 PRESS MOULD GROUP Until Page 200and PART 2 INJECTION MOULD GROUP From Page 200 to Page 336. * We presented the products according to the order of usage. * We have classified products as quality and economically. * We have presented quite technical information of the products. We have put accurate and quality products with plenty of options. The selected products are selected by our engineers punctiliously according to the mould system. * We have specified possible adverse effects of products on human health or we have taken care to select accurate ineffective products. * We have endeavored to reply to your demands especially with mould materials and other tolls at your workshop or your factory. * This way, we prove that the correct products that you bought are the cheapest ones ( while you are using them ).
Our Customer Services; * During standard mould components, please provide order codes with our company's related department by measuring technical drawings inside special production catalogue or informing drawing data. * At your orders, we recommend you to use fax or e-mail for right transactions ( Pls. don't give order on phone). Price offers or your orders are replied / delivered during the day. * Conversation right of technical information in our catalogue according to the current conditions, is reserved by our company. * Since we published our latest catalogue, all our previous catalogues have lost their validity. * The Most Important Advantage of Competition is quality human resource. We consider learning for success as a cultural phenomenon. We are at your service together with our whole team; we provide solution rapidly but still expect some tolerance, even homes nods. * Hundreds of world brands and thousands of product range save money & time with Quick Supply System from a single address. You can spend more time to your business, calculate once and feel comfortable.
TOLERANCE TABLE
(0.001mm)
Hardness Conversion Table
DIN ISO 286 PART / II
SOME (Selected) Data Micron Value
SOME (Selected) Data Micron Value
EXTERNAL DIAMETER TOLERANCE (Shaft)
INTERNAL DIAMETER TOLERANCE (Hole)
Tension Vickers Brinell Rockwell Strength Hardness Hardness Hardness N /mm2 HV HB HRC
>6
> 30
> 120
> 400
> 1000
> 2000
> 4000
> 8000
Tolerance Groups h Fine o Medium k Coarse
...3
...6
...30
...120
...400
...1000
...2000
...4000
...8000
...12000
± 0.05 ± 0.1 ± 0.2
± 0.05 ± 0.1 ± 0.3
± 0.1 ± 0.2 ± 0.5
± 0.15 ± 0.3 ± 0.8
Deviations ± 0.2 ± 0.3 ± 0.5 ± 0.8 ± 1.2 ±2
± 0.5 ± 1.2 ±3
±2 ±4
±3 ±5
±4 ±6
c Very Coarse
-
± 0.5
±1
± 1.5
±3
±4
±6
±8
± 10
8
9
10
11
12
13
bo m Sy
bo m Sy
d 9 - 30 - 40 - 50 - 65
l
>3
l
0.5
835 850 865 880 900 915 930 950 965 1030 1060 1095 1125 1155 1190 1220 1255 1290 1320 1350 1385 1420 1455 1485 1520 1555 1595 1630 1665 1700 1740 1775 1810 1845 1880 1920 1955 1995 2030 2070 2105 2145 2180 -
From 3 From 6 From 10 From 18 From 30 From 50 to 6 to 10 to 18 to 30 to 50 to 80
From 3 From 6 From 10 From 18 From 30 From 50 to 6 to 10 to 18 to 30 to 50 to 80
- 60
- 76
- 93
- 117
- 80 - 142
- 100 - 174
E8
+ 28 + 14
+ 38 + 20
+ 47 + 25
+ 59 + 32
+ 73 + 40
+ 89 + 50
e7
- 20 - 32
- 25 - 40
- 32 - 50
- 40 - 61
- 50 - 75
- 60 - 90
F7
+ 16 + 6
+ 22 + 10
+ 28 + 13
+ 34 + 16
+ 41 + 20
+ 50 + 25
e8
- 20 - 38
- 25 - 47
- 32 - 59
- 40 - 73
- 50 - 89
- 60 - 106
G 6 + 8 + 12 + 14 + 17 + 20 + 25
f7
- 10 - 22
- 13 - 28
- 16 - 34
- 20 - 41
- 25 - 50
- 30 - 60
G 7 + 12 + 16 + 20 + 24 + 28 + 34
- 30 - 76
H4
f8
- 10 - 28
- 13 - 35
- 16 - 43
h3
0 - 1.5
0 - 2.5
-
0 3
h4
-
0 4
-
0 4
-
0 5
-
0 5
-
0 6
-
0 8
-
0 8
-
0 9
h5 h6
- 20 - 53
- 25 - 64
+ 2
+ 4
+ 5
+ 6
+ 7
+ 9
+ 2
+ 4
+ 5
+ 6
+ 7
+ 9
+ 3 0
+ 4 0
+ 4 0
+ 5 0
+ 6 0
+ 7 0
-
0 5
H 5 + 4 + 5 + 6 + 8 + 9 + 11
-
0 8
H 6 + 6 + 8 + 9 + 11 + 13 + 16
0 - 11
0 - 13
H 7 + 10 + 12 + 15 + 18 + 21 + 25
0 - 13
0 - 16
0 - 19
H 8 + 14 + 18 + 22 + 27 + 33 + 39
-
0 4
-
0 4
-
0 6
-
0 7
-
0 9
0 - 11
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
h7
0 - 12
0 - 15
0 - 18
0 - 21
0 - 25
0 - 30
H 9 + 25 + 30 + 36 + 43 + 52 + 62 0
0
0
0
0
0
h8
0 - 18
0 - 22
0 - 27
0 - 33
0 - 39
0 - 46
H 10
+ 40 0
+ 48 0
+ 58 0
+ 70 0
+ 84 0
+100 0
h9
0 - 30
0 - 36
0 - 43
0 - 52
0 - 62
0 - 74
H 11
+ 60 0
+ 75 0
+ 90 0
+106 0
+130 0
+160 0
h 11
0 - 75
0 - 90
0 - 110
0 - 130
0 - 160
0 -190
H 12
+100 0
+120 0
+150 0
+180 0
+210 0
+250 0
4 9
- 5 - 11
- 6 - 14
- 7 - 16
- 9 - 21
- 10 - 23
J6
+ 2 - 4
+ 5 - 3
+ 5 - 4
+ 6 - 5
+ 8 - 5
+ 10 - 6
g6 -
4 - 12
- 5 - 14
- 6 - 17
- 7 - 20
- 9 - 25
- 10 - 29
JS 5
+ 2 - 2
+ 2,5 - 2,5
+ 3 - 3
+ 4 - 4
+ 4,5 - 4,5
+ 5,5 - 5,5
j6
+ 6 - 2
+ 7 - 2
+ 8 - 3
+ 9 - 4
+ 11 - 5
+ 12 - 7
K6
0 6
+ 2 - 6
+ 2 - 7
+ 2 - 9
+ 2 - 11
+ 3 - 13
js 5 js 6
+ 2.5 + 4
+ 3 +4.5
+ 4 +5.5
+ 4.5 + 6.5
+ 5.5 + 8
+ 6.5 + 9.5
K7
0 - 10
+ 3 - 9
+ 5 - 10
+ 6 - 12
+ 6 - 15
+ 7 - 18
k6
+ 9 + 1
+ 10 + 1
+ 12 + 1
+ 15 + 2
+ 18 + 2
+ 21 + 2
K8
0 - 14
+ 5 - 13
+ 6 - 16
+ 8 - 19
+ 10 - 23
+ 12 - 27
m 5
+ 9 + 4
+ 12 + 6
+ 15 + 7
+ 17 + 8
+ 20 + 9
+ 24 + 11
M6
-
-
1 9
- 3 - 12
- 4 - 15
- 4 - 17
- 4 - 20
m 6
+ 12 + 14
+ 15 + 6
+ 18 + 7
+ 21 + 8
+ 25 + 9
+ 30 + 11
M7
- 2 - 62
0 - 12
0 - 15
0 - 18
0 - 21
0 - 25
g5 -
-
2 8
n 5 + 13 + 16 + 20 + 24 + 28 + 33
N7 -
4 - 14
- 4 - 16
- 4 - 19
- 5 - 23
- 7 - 28
- 8 - 33
n 6 + 16 + 19 + 23 + 28 + 33 + 39
P7
- 6 - 16
- 8 - 20
- 9 - 24
- 11 - 29
- 14 - 35
- 17 - 42
+ 8 + 8
+ 10
+ 10
+ 12
+ 12
+ 15
+ 15
+ 17
+ 17
+ 20 + 20
Ge n era l T o l e r a n c e s fo r L e n g th Me as u re s Length Units
1
Nominal Measure Limits
2
3
4
5
6
±2
7
260 265 270 275 280 285 290 295 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 510 520 530 540 550 560 570 580 590 600 610 620 630 640 650 660 670 680 690 700 720 740 760 780 800 820 840
247 252 257 261 266 271 276 280 285 295 304 314 323 333 342 352 361 371 380 390 399 409 418 428 437 447 -456 -466 -476 -485 -495 -504 -513 -523 -532 -542 -551 -561 -570 -580 -589 -599 -608 -618 -
14
24 24.8 25.6 26.4 27.1 27.8 28.5 29.2 29.8 31 32.2 33.3 33.4 33.5 36.6 37.7 38.8 39.8 40.8 41.8 42.7 43.6 44.5 45.3 46.1 46.9 47.7 48.4 49.1 49.8 50.5 51.1 51.7 52.3 53 53.6 54.1 54.7 55.2 55.7 56.3 56.8 57.3 57.8 58.3 58.8 59.2 59.7 60.1 61 61.8 62.5 63.3 64 64.7 65.3
15
16
GTH Coding / Identification Table of Products in Our Mould Components Production Product Page GTH Mould Components No Code Product Definition
Product Page GTH Mould Components No Code Product Definition
G.01
21
Guide Pillar With Collar- Ford
G.52
84
VDI Mould Bearing Shaft
G.02
21
Guide Pillar - Ford
G.53
85
Transport Brackets FIAT
G.03
23
Guide Pillar - Cnomo
G.54
83
Threaded Core DIN / ISO
G.04
22
Guide Pillar - PSA
G.55
84
FIAT Bearing Shaft
G.05
22
Guide Perforated Pillar-PSA
G.56
86
FIAT Safety Pins
G.06
20
Guide Pillar-FIAT
G.57
86
VDI Safety Pins
G.07
20
Guide Perforated Pillar-FIAT
G.58
86
FORD Safety Pins
G.08
25
Scraper Ball - Guide Pillar
G.59
71
Support Washer C. Locking
G.09
19
Guide Pillar - Slotted
G.60
71
Conical Locking Element
G.10
17
Guide Pillar-With Centre Collar
G.61
31
Core Pin Bearing
G.11
29
Lubricated Guide Pillar
G.62
70
Centering Pin
G.12
36-37
G.12/D Guide Pillar
G.63
73
Conical Centering /NAAMS
G.13
33-35
With Collar - G.13/D Guide Pillar
G.64
72
Conical Centering / Plate
G.14
31
Threaded Core Guide Pillar
G.65
70
Centering Pin
G.15
16
Thickbacked Guide Pillar AKK
G.66
70
Centering Pin
G.16
32
Injection Back Striker
G.67
69
Mechanical Sheet Thrust
G.17
28
Plain Guide Pillar
G.68
69
Control Parted Thrust
G.18
30
Guide Pillar - Ball
G.69
G.19
18
Guide Pillar - Ball
G.70
G.20
24
Cast Block Guide Pillar
G.71
134
Inter Safety Bolt
G.21
30
Ejector Plate, Support Guide Pillar
G.72
26
Guide Pillar Carrier Block Slot
G.22
27
Guide Pillar Protection Flange
G.73
26
Bush Carrier Block Slot
G.23
27
Sheet Lifting Guide Pillar
G.74
43
Bearing Guide Bush
G.24
18
Plain, Threaded Guide Pillar
G.75
43
OSB Bearing Bush
G.25
41
Self-lubricating, SB Bush
G.76
63
Bronze Cam Return G / B
G.26
40
Self-lubricating, OFB Bush
G.77
62
Bronze Cam Support Y / D
G.27
41
Self-lubricating, KSB Bush
G.78
62
Steel Cam Support Y / D
G.28
38
Steel, Retaining Pin
G.79
25
Cast Block Sets / 5
G.29
43
OFB Ejector Ball Bush
G.80
24
Cast Block Bushes /10
G.30
39
Steel, Guide Bush
G.81
20
Centering Block - Fiat
G.31
38
Steel, With Collar Bush
G.82
20
Trimming Ball - Fiat
G.32
39
Steel, OFB Bush
G.83
54
Self-lubricating Bronze Plate 5 mm
G.33/ K 48/49
Long Steel Thin Bushes
G.84
55
Self-lubricating Bronze Plate 10 mm
G.34/ K 48/49
Short Steel Thick Bushes
G.85
54
Self-lubricating Bronze Plate 10 mm
/
27
Tij Shaft - Ventilation
145
Ball, Bronze Cage / Spring
G.35
47
Steel, Bronze Long Bush
G.86
55
Self-lubricating Bronze Plate 12 mm
G.36
47
Steel, Bronze Short Bush
G.87
55
Steel Guide Plate 12 mm
G.37
44
Steel, Ball Long Bush
G.88
56
Self-lubricating Bronze Plate 20 mm
G.38
44
Steel, Ball Short Bush
G.89
56
Self-lubricating Bronze Plate 20 mm
G.39
136
6 Guide Screws/Locking
G.90
57
Self-lubricating Plate 20 - Stock
G.40
53
Self-lubricating F. Bush NAAMS
G.91
57
Self-lubricating Bronze Plate 20 mm
G.41
52
Self-lubricating C. Bush CNOMO
G.92
57
Steel Guide Plate 20 mm
G.42
53
Self-lubricating C. Bush NAAMS
G.93
58
Self-lubricating Bronze Block Plate
G.43
52
Self-lubricating Slit Bush VDI
G.94
58
Self-lubricating E Type Bronze Plate
G.44
51
Self-lubricating Guide Bush with Collar DIN
G.95
58
Steel E Type Guide Plate
G.45
51
Self-lubricating Guide Bush DIN
G.96
58
Self-lubricating Two Way Block
G.46
73
Conical Locking Guide Screw
G.97
68
Mould Guide Screw / A - Spring
G.47
83
Threaded Set Eyebolt VDI
G.98
68
Cylindrical Mould Guide Screw
G.48 G.49 G.50 G.51
40 50 50 84
Self-lubricating Plain Bush
G.99
68
Power Routing Block
Short, Steel Self-lubricating Bush
G.100
46
Guide Pillar/Bush Fishplate
Long,Steel Self-lubricating Bush
G.101
46
Bush Fishplate
FORD Mould Bearing Shaft
G.102
46
Bush Fishplate
Product Page GTH Mould Components No Code Product Definition
G.103 G.104 G.105 G.106 G.107 G.108 G.109 G.110 G.111 G.112 G.113 G.114 G.115 G.116 G.117 G.118 G.119 G.120 G.121 G.122 G.123 G.124 G.125 G.126 G.127 G.128 G.129 G.130 G.131 G.132 G.133 G.134 G.135 G.136 G.137 G.138 G.139 G.140 G.141 G.142 G.143 G.144 G.145 G.146 G.147 G.148 G.149 G.150
82 59 59 60 60 60 61 16 61 22 128 32 239 239 32 52 22 30 42 42 42 77 12 12 75 75 75 74 74 76 241 85 241 241 63 62 62 89 89 78 46 232 135 135 236 236 237 237
Mould Safety Latch Self-lubricating L Guide Plate Graphite L Guide Plate Self-lubricating Bronze GuidePlate Steel Guide Plates Cam Guide Plate C - B Cam Blocks A - B - C - D Mould Mounting Flange G.111 V - U Cam Block Guide Pillar Snap Ring Die Gas Spring Shock Inhibitor Thick Mounting Washer M. Automatic Ejector System H. Automatic Ejector System Back StrikerMounting Kit Bush Sleeve Dual Guide Pillar Retaining Flange Plate Thrust Tablet Inj. Self-lubricating “T” Shape Inj. Self-lubricating Plain Plate Inj. Self-lubricating, Two Way Product Counter / Mounting Inj. Mould ID Card Press Mould ID Card Square Group Locking Block Square Locking Blocks Conical Centering Block Sliding Centering Centering Blocks Parallel Centering Block Inclined Ejector Pin Unit KTB Transport Bracket Inclined Inner Unit Angular Spherical Bush Self-lubricating Bronze Cam Setting Steel Small Cam Support Steel Cam Support Plate Two Way Rotary Eye bolt Fixed Load Eyebolt Round - Tube Counter Walled Bush Sleeve Plate Thrust (Dust Cover) Spring Clamping Screw Spring Fastening / Guide Screw Core Bottom Guide Block Spring Fastening / Guide Screw Core Bottom Guide Block
Index
Core Side Guide Block
Page
3
G.126 G.15
G.110
TM
99
02
1A G.1
G.11A029TM 9
Press /Sheet Mould Ready Standard Mould Sets
Page
14
Page
12
Press / Sheet Mould Identity Card Writing Pen
Press / Sheet Mould Ground Plate Liner Band/Shim
Page
13
Page
16
Press / Sheet Mould Thick backed Guide Pillar
Page
16
Press /Sheet Mould Screwed Flange Mould Inner Support
TM
99
02
9A
G.1
TM
G.10
G.24
TM
99
02
1A G.1
99
02
9A
G.1
TM
G.19
99
02
9A
G.1
G.09
TM
99
02
9A
G.07
G.1
TM
99
02
9A
G.1
G.06 Press / Sheet Mould STANDARD Guide Pillar with Centre Collar
Page
17
Page
18
Press / Sheet Mould Internal Threaded Plain Guide Pillar
Press / Sheet Mould Press Inner Type Plain Guide Pillar
Page
18
G.81
19
Press / Sheet Mould Heavy Type, Slotted Guide Pillar
TM
TM
99
02
9A
G.1
G.02
TM
G.19A0299
Page
TM
99
02
.19A
G.1
99
TM
02
9A
G.05
G.1
99
99
02
9A
G.1
G.20
TM
99
02
9A
G.1
G.119
G.03
G.82
G.03
TM
02
9A
G
Page Slotted - Int. Perforated Guide Pillar 20 Reference : FIAT
Flange TM
G.113
G.19A0299
Page Cylindrical - Perforated Page Trimming Ball 20 Reference : FIAT 21
Lıg
Slotted Guide Pillar Reference : Ford
G.04
Segment G.112
Page Slotted - Int. Perforated Guide Pillar 22 Reference : PSA
G.79
G.69
02 TM 99
G.23
25
1.2.3.4.5 Cast Block Guide Pillar / Bush Kit Series
G.1 7A
24
Page
Cast Block Plain Slotted Guide Pillar
Page
24
99
02
9A
G.1
G.08
Page
23
Slotted Plain Guide Pillar Reference : CNOMO
TM
G.80
Cast Block Connection, with Collar Bush Series
Page
G.22
G.72
G.73 Scraper Connected Ball - Bush Guide Pillar
Page
25
G.17
Page
26 G.11
TM
99
02
7A
G.1
Rectangular Type Steel - Bronze Bushes TM
99
02
1A G.1
Page Guide Pillar Protection Washer-Flange 27 Connecting Hole
G.74
TM
99
02
7A
.1
G
Page
27
Sheet Band Lifting Retaining Guide Pillar Spring Lifting Pin
G.38
Page
27
Press / Sheet Mould Tij Shaft Ventilation Pin
Page
28
Press Mould Inner Unlubricated Guide Pillar
G.70
29
99
Bearing Bush Ball / Steel Guide Bush
Page
43
G.49
G.101 G.100
TM
TM
99
02
7A
G.1
TM
299
A0
G.17
02
7A
G.1
Press Mould Inner Lubricated Guide Pillar
Page
TM
99
02
7A
.1
G TM
99
02
7A
.1
G
G.102
G.50
G.36
Page
Demountable Guide Pillar / Bush Fishplates
Page
G.37 Page
44
Page
Ball Bush System Short / Long Steel Bushes
Sayfa 4 4
TM
G.49U
G.35 Page
45
Index
Press / Sheet Mould Ball Cage Bronze Bush
46
47
Bronze Bearing Short / Long Steel Bushes
99
02
7A
G.1
Page Bronze - H. Selflubricating Short / 50 Long Steel Bushes
SECTION: Press / Steel Mould, Standard Components
INDEX
G.34
G.33 G.33U
G.34U Page Thick Type Lubricated Short / Long, Steel 48 STANDARD Bush
Page Thin Type Lubricated Short / Long, Steel 49 STANDARD Bush
G.45
G.44
G.41
Page Self-lubricating / Bronze Page Self-lubricating / Bronze Page Self-lubricating/ Bronze Guide Bush Guide Bush with Center Guide Bush with Center 51 Collar Reference: DIN 9834 51 Collar Reference: DIN 9834 52 Reference: CNOMO
G.42
Page Self-lubricating / Bronze Page Self-lubricating / Bronze Slit Guide Bush with Guide Bush 52 Collar Reference : VDI 53 Reference: NAAMS
G.88 G.89
G.92
Thickness : mm 20 mm Thickness: 20
G.91 G.90
Thickness : 20 mm
Page Self-lubricating / Bronze Page Self-lubricating / Bronze Perforated Steel Guide Plates 56 57 Standard Type Guide Plates
G.111U
G.111V
m
: 10 m
ness
G.40
Thick
Thickness : 12 mm
ness
Thick
G.43
G.86
G.84
G.85
m
:5 m
G.83
Thickness
: 10 mmFlat
G.87
Page Self-lubricating / Bronze Page Self-lubricating / Bronze Page Self-lubricating / Sliding Guide Guide Bush with Collar Bronze Sliding Guide 53 Reference: NAAMS 54 55 Thin Plates Thin Plates
G.94
G.93
G.96
G.106
G.104
G.105
G.95 Page Self-lubricating / Bronze E Type/ Block 58 Guide Plates
G.108
Page Bronze / Self-lubricating Page Bronze/Self-lubricating L Type Cam Unit 59 Guide Plates 60 Guide Plates
G.109
G.137
Page Self-lubricating / Bronze Page Self-lubricating / Bronze Guide Plates Cam, Sliding Bearing 61 61 For U/V Cam Guide Plates
Page
62
Cam Connection Return / Support Steel Plates
Page Bronze / Self-lubricating Page Bronze / Self-lubricating Cam Unit Cam Unit 63 63 Adjusting Plate Support Plates
G.99
Page
64
Cam Unit Horizontal / Angular
Page
65
Cam Unit Horizontal / Flat
Page
66
G.98
68
Mould Guide Screw Cornered / Cylinder Vulkolon
Page
67
Roller Cam Slide Plain Unit
G.67
G.97
Page
Cam Unit Aerial Cam Unit
G.68 Page
69
Mould Straightening Support Block "Hercules"
Page
69
Mechanical Sheet Thrust and Sensors
SECTION: Press / Steel Mould, Standard Components
G.62
G.65 Page
70
Page
68
Power Routing Blocks
G.59 G.60
G.66 Press Mould Inner Centering Pins
INDEX
Page
71
Index
Mould -Plate Conical Locking and Support Washer
Page
5
G.64
Page
72
Page
79
G.63
Conical Centering Unit and Adjusting Plate
Page
Letter / Figure Reverse - Straight Sets
Page
Page Permanent Magnetic Conveyor 81 Mobile Block
G.103
G.46
73
79
Conical Centering Unit and Adjusting Plate
Page
Letter / Figure Set With Holder
Page
Page Permanent Magnetic Sheet Plate 81 Carrier
ER-EL
73
231
Page
81
G.124
Conical Centering Guide Screw
Page
Branding Unit and Wheel
Page
Magnetic Part Carrier Foot
Page
77
80
81
G.47
82
Mould Safety Safe Transport Lock / Latch
G.115 KTB
Page
85
Mould Handling Eye Bolt Heavy Duty
Page
82
89
Page
83
Wire Erosion Chucks Vise
Page
Mould Inner Magnetic Receiver Unit
Page
Mould Handling Bracket Shielded Cable
Page
86
78
80
81
Mould Handling Threaded Eye Bolts ISO 10242
Mechanical Counters
Wire Erosion Chucks Vise
Magnetic Ejector Plate Separator Unit
G.53
G.51 G.55 Page
84
Mould Handling Shafts VDI - Ford - Fiat
G.56
Page
85
Mould Handling Bracket Fiat
G.141
Safety Pins Mould Hanger Broach Columns
Page
87
Swivel Eye Bolt Lug
Page
88
Load Lifting Sling / Hook Work Safety
Page
89
Fixed Screwed Load Eye Bolt Export / Domestic
High Quality 12.9
G.140
Page
Page
Page
G.52
G.54 Page
Product Counter Mould Mounting Assembly
Angular Loading Swivel Screwed Eye Bolt
Sayfa 6 6
Page
90
Index
Fasteners Countersink - Cylinder Head Cap ScrewStay Bolt - Nut - Washer
Page
91
Fasteners Cylinder Head Cap Screw Head Opening Burr
Page Mould Mounting Set Alien Key and Sets
92
Page
93
SECTION: Press / Steel Mould, Standard Components
Corrupted Thread Space Repair Kit - Sets
INDEX
Page
94
Page
98
Page
103
Page
110
Modular Mould Connecting Kits
Page
Hydraulic Pump Control Panel
Page
Hydraulic Ejectors Threaded Cylinders Connection / Sphere
Die Gas Spring ISO 11901 'SN' Series
95
99
Mould Connecting 'T' Footed Stud Bold
Page
Hydraulic T Channel Sleeve
Page Hydraulic 'T' Channel Mould Lifting 104 Slides
Page
114
Die Gas Spring Area Saving 'Y' Series
Mould Connecting Plain Stud Bolt Nut - Washer
Page
Mould Connecting Wrench Ended Threaded Stud Bolt
Page
Hydraulic Air Drive Pump Unit
Page
Hydraulic Connection Rotary Type Threaded Casing
Page
Hydraulic Connection Rotary Type Flange Adaptive
Page
Hydraulic Tension Threaded Cylinders Connection Hole
Page
Mechanical Press Mounting Mould Sliding
Page
Die Gas Spring Production Series Instructions
Page
Die Gas Spring Holder Remover 'KN' Series
Page
Die Gas Spring High Force 'G' serial
Page
Die Gas Spring Serial Connection Equipment
96
100
105
Page
117
Die Gas Spring Standard Model 'YO' serial
97
101
107
121
98
102
109
124
G.113
Page
127
Page
130
Die Gas Spring Stamping Pad Burnishing Plate
Polyurethane Dowels
Page
128
Page
131
Die Gas Spring Stamping Plate Shock Absorber
Polyurethane Mould Stamping Springs
Page
129
Page
132
Disc / Plate Dish Springs DIN 2093
Ball Spring Guide Screw Screw
SECTION: Press / Steel Mould, Standard Components
Page
130
Page
132
Polyurethane Punch Stripper Bush
Spring Bushing Ejector Screw Mounting Kit
INDEX
Page
130
Page
133
Index
Polyurethane Vibration Inhibitor Washer
Spring Pin Ejector Stay Bolt Remover Pin
Page
7
G.70
G.71B G.71Y
Page
Distance / Intermediate Safety Bolt
Page
Round Wire Steel, Special Winding Spring
134
137
Page
Safety Pipe Spring Distance Pipe
Page
Rectangular Medium Load Blue Spring
134
141
G.146
G.145
G.39
Page
Spring Compressor Precise Control Threaded Plug
Page
Rectangular Heavy Load Red Spring
135
142
Page
Spring Fixing Guide Screw Bolt
Page
Rectangular Extra Heavy Load Yellow Spring
135
143
Tolerance h7 m6
Page
145
Page
149
Page
154
Page
159 Page
Screw Slot Creation Unit
Page
146
Press Mould Spares Punch Holders Location Trace Punch
HSS Punch Cylinder Head Ejector Pinned
Light Duty Ball Locking HSS Punch
Sayfa 8 8
Page
150
Page
155
Page
160
Index
Precise Control Pin Kit Control Gauge
Press Mould Spares Marking Holder Crush Plate
HSS Punch Cassette Holders
Light Duty Ball Locking Ejector Punches
Page
146
Page
151
Page
156
Page
161
Dowel Pin 7979 Pin Puller Complete Set
HSS Punch Countersink
Cylinder Head Guide Pilot Pin
Light Duty Ball Locking Wide Ended Punch
Page
147
Page
152
Page
157
Page
162
Dowel Pin 7979 Air Channeled
HSS Punch Stepped Formed / Slot
Conical Head HSS Punch Head Burr
Light Duty Punch Holder Bolster Plate
Page
Guide Screws Locking
Page
Rectangular Ultra Heavy Load Yellow Spring
136
144
Tolerance h7 m6
Page
148
Page
153
Page
158
Page
162
SECTION: Press / Steel Mould, Standard Components
Dowel Pin 6325
HSS Punch Cylinder Head and Stepped
Light Duty Guide Pilot Pins
Pneumatic Automatic Removal Punch Stripper
INDEX
Page
162
Polyurethane Punch Stripper Bush
Page
Punch Stripper Wide Ended Type Holder / Spring
Page
Ball Locking Automotive Group Matrix/ Bush
167
170
Page
Small / Punch Forming Equipment
Page
Pneumatic Import / Precision Drivers
174
177
Page
185
Fast Mounting Pushing / Pulling Connecting Fixture
Page
Heavy Duty Pilot Pins
Page
Heavy Duty Ball Locking Triangle Holder
Page
Flat - Guide Conical Slotted Matrix / Bush
163
167
171
Page
175
Pin / Punch Forming Equipment
Page Pneumatic Domestic Standard / Heavy Duty 178 Drivers
Page
186
Fast Mounting Pneumatic Connecting Fixture
Page
Heavy Duty Ball Locking Ejector Punches
Page
Heavy Duty Ball Locking Round Holder
Page
Flat - Guide HSS Punch Matrix / Bush
164
168
172
Page
Grinding Wheel Forming Equipment
Page
Servo Motor Drivers
175
179
Page
188
Fast Mounting Hooked / Dogwrench Connecting Fixture
SECTION: Press / Steel Mould, Standard Components
Page
Heavy Duty Ball Locking Punches
Page
Heavy Duty/ Small Ball Locking Triangle Holder
Page
Plate Corners Chamfering Mobile / Motor
165
168
173
Cylinder Part Balance Control Precision Stand
Page
Sheet Band Roll Extender
180
Page
190
Page
Polyurethane Punch Stripper Retaining Spring
Page
Pin Cutting Length Adjustment Machine
Page
Sheet Band Lubricant Roller Unit
169
173
176
Page
Fast Mounting Vertical / Horizontal Connecting Fixture
Page
Mould and Production Chemicals
181
Slide / Slidable Combine Sleeve Threaded / T Channel
INDEX
Heavy Duty Ball Locking Wide Ended Punch
166
Page
176
Page
192
Index
Page
9
Working Table 1700 x 1000
EKS
EDS
STANDARD Guide Pillar & Bushes and Bolted Con.
GRINDED PLATE
PROCESSING Injection Ready Sets (From 01up to 67 )
ESI SPECIAL
H2 H7 H8
Group
H3 H5
H2 H7 H8
H1
H1 H2 H7 H3 H3 H8 H5
Type : EKS.41
H6 H2 H3 H7 H8
H5
H2 H7 H8 H5
H2 H4 H7 H8 H5
H3
G28
Type : EKS.22 U G12 / G30 Group
H5 H3
H1
H2 H3 H8 H7
H5
H1
H5
Type : EKS.23
G12 / G30
H1
H1
G12 / G30
H5
H5
H6 H5
H2
H5 Type : EKS.42 A (Split Group) Type : EKS.63 G12 / G30 G12 / G30 Type : EKS.62 U G12 / G30
Type : EKS.61
Group
H5 H1 H3 H5
H1
H1
H8
H2 H7 H5
Type : EKS.62 A (Split Group)
H6 H2 H7 H8 H5
Type : EKS.25
H3
G12 / G30
H2 H4 H7 H3 H3 H8
H3
H8
H5 H1 H6 H2 H7 H3
10
Section Injection Mould
G12 / G30
H1 H2
G12 / G30 Type : EKS.52 U Group
H5 H4 Ü H1 H2 H3 H8 H7 H5
H5
H3
Type : EKS.30
G12 / G30
H4 Ü
G12 / G30
H1
H2 H7 H3 H8
Type : EKS.52 A (Split Group) Type : EKS.67 G12 / G30 H5 H1 H6 H2 H4 H3 H7 H3 H8
You can always trust our experience, expertise and GTH quality. Production As Per Request/GTH Dimensions: Up to 1800 mm CNC Processing (3D) can be done as per request in plate works of your standard or figured moulds.
Page
G12 / G30
H5
Type : EKS.32
Type : EKS.51
Type : EKS.65
H1 H6 H2 H4 H7 H8 H5
H1 H2
H4 Ü H1 H6 H2 H3 H8 H7
H1 H2 H4 H7 H3 H8
H5
H2
H2
H5
H3
H3
Type : EKS.22 A (Split Group) G12 / G30 Type : EKS.42 U G12 / G30 Type : EKS.43
H5
H1
H3
Group
H1
Type : EKS.07 H1 H6 H2 H4 H3 H7 H8
H1
H2 H4 H7 H3 H8
Type : EKS.12 A (Split Group)
H5 H3
H2 H7 H3 H8
H5
G12 / G30
Type : EKS.12 U G13 / G31 Type : EKS.13 G13 /G31 /G 28 Type : EKS.15 G13 /G31 /G 28 Type : EKS.17G13 /G31 /G 28 H1
G12 / G30
Production (Our Company) : Type : EKS.05
Group
H3
Type : EKS.21
G12 / G30
Angular and Plain, Ejector and Water Runners are processed.
H1
Type : EKS.02 A (Split Group)
H5
H2 H7 H8 H5
Type : EKS.03
H5
H1
Type : EKS.11 G13 /G31 /G 28
H3
Type : EKS.02 U G12 / G30
H5
H1 H3
G12 / G30
DEEP HOLE DRILLING With Our Counter 2000 mm
PROCESSING Injection Ready Sets (From 01up to 67 )
Standard, Injection Ready Mould Sets and Diversification Type : EKS.01
Drilling up to Ø 3 mm ~ 30 mm
Some diversification at our production are specified above and their cycles can be done by you. - EKS.01 ~ EKS.07 Plastic Injection Standard Ready Sets ( Guide Pillar Bush Equipped with Bolt Connection) Mould Base - EKS.11 ~ EKS.17 Plastic Injection (With Collar Overall Guide Pillar System Bolt Connecting) Mould Base - EKS.21 ~ EKS.25 Plastic Injection ( Hot Runner / Manifold Created Plate Connecting ) Mould Base - EKS.30 ~ EKS.32 Injection Moulds ( Holder Plate Group H1 - H2 ) can be done connecting channelled as per request. - EKS.41 ~ EKS.43 Plastic Injection ( Located excluding Plain Holder Set - Ejector Plates and Wedges) - EKS.51 ~ EKS.52 Plastic Injection ( Female Holder - Support Plate / H.4 Added, Standard Sets) - EKS.61 ~ EKS.67 METAL Injection ( Connecting System, Connecting Cover and Female Holder have been created). Diversification: Your Mould Base can be produced as per desired ( EKS - EDS - ESI ) position, for other mould types, cycles can be done by you according to the table. Example: ESI.01 for mould numbered 01 from ESI.serial.
156 27 27 27 196 37 37 37 27 47 47 47 156 246 37 57 57 57 296 67 67 67 346 196
27 37 47 57 67 77
154 100 27 37 154 96 204 150 47 47 M. 120 254 200 16 M. 17 57 246 24 8 17 57 10 67 304 250 67 77 354 300
27 37 27 47 246 346 37 57 396 67 77 446
194 47 27 27 27 57 37 37 37 194 126 244 67 47 47 47 148 296 294 17 17 77 57 57 57 344 87 67 67 67 97 77 77 77 394
130
27 37 346 27 47 57 296 396 37 67 446 77 496 87
27 37 47 57 67 77 87
27 37 47 57 67 77 87
244 27 57 37 244 176 294 67 47 198 344 77 346 57 17 17 87 67 394 97 77 444 87
180
37 47 396 27 57 67 346 446 37 77 496 87 546 97
37 47 57 67 77 87 97
37 47 57 67 77 87 97
294 37 57 47 294 202 344 67 57 228 394 77 396 67 17 22 87 77 444 97 87 494 97
220
37 396 47 446 27 57 67 396 496 37 77 546 87 596 97
37 47 57 67 77 87 97
37 47 57 67 77 87 97
324 37 57 47 324 252 374 67 57 278 424 77 446 67 17 22 87 77 474 97 87 524 97
230
37 47 496 27 57 446 546 37 67 77 596 47 87 646 97
37 47 57 67 77 87 97
37 47 57 67 77 87 97
374 37 57 47 424 374 302 67 57 328 474 77 496 67 17 22 87 77 524 97 87 574 97
280
37 47 37 57 67 496 596 47 77 646 57 87 696 97
37 47 57 67 77 87 97
37 47 57 67 77 87 97
37 57 47 67 57 77 67 17 22 87 77 97 87 97
296
346
446
496 546
546 596 646 696
596
596 646 696 746
646
H6 H2
180 230
20 25
280
M. M. 28 8 12 34
330
230 280 25 330
M. M. 8 34 12
1 ŞKK G.13-G.31-G28
296
H1
H1 H6 H2
Standard Guide Pillar& Bush Placement
246
27 37 47 57 67 77
114 60
27 154 100 47 37 114 56 M. 204 150 16 M. 80 57 196 47 17 24 8 17 10 67 57 254 200 67 304 250
G.12-G.30
27 37 246 27 47 196 296 37 57 346 67 77 396
546
Bolt
H5 H1 H2 H6 H4 H7 H8 H3 A1 A2 A3 A4 L1 L2 d1 Ø d2 M m
H5 H1
H6
H2 H4 H 7 H5 H8 H3
2 With Collar
Pls. specify guide pillarbush placement at injection Mould Base orders..!
A2
A3
380
M. 12
270 320 25 370
34 M. 16
M. 10
d1
H2
3 ŞKK H1 H2
4 With
A1
Collar
A4
d2
L
L2
420
L1
38
M m
280 330 30 380
M. M. 10 39 16
Type : A
xL
A
H1-H2-H4/H6/H3
430
20
Material: CK 45 Steel
Production As Per Request
Injection ( Plastic / Metal ) Ready Mould Sets: Quality - Economic - Mould Sets Standard- Precision Guide Pillar Bushes
330 380 30 430
H1
G.12-G.30
L
Guide Pillar Bush
Plate Axis mm
G.13-G.31-G28
A
Mould Plate Thickness Measurement Selection mm
Reverse Injection Guide Pillar & Bush
External Dimension
M. M. 10 39 16
are produced in our company with fast delivery. Standard & Special Production Ready Mould Sets
Mould locking and counter place opening process, hot/ cold runner place and manifold plate processes, drilling of cooling water runners ( Diameter 8-30 mm), die chaser, flange slots works, angular or plain 424 330 pool and core places are prepared with customer drawing at special characterized moulds. 424 348 474 380 M. The creation of ejector pin and back striker holes are 378 546 524 430 30 M. 10 presented as CNC Production suitable to ejector 39 16 574 480 mould 3D data and that all plates are connected or with guide pillar bush as per request at plain plates, 624 530 also as split pieces, standard mounted or ground 646 696 746 plate with fastest delivery periods. You can always trust our experience and expertise quality.
696 746 796
696
480
746 796 846
746
796 Produces Section Bölüm 846 Sells Injection Enjeksiyon 896 Affordable Prices Mould Kalıp
BOTH
Page Sayfa
11 11
Mould ID Card
Injection Moulds
Red Colour Mould ID card is for plastic injection moulds
Press Mould
Mercury Steel Material
Black Colour Mould ID card is for metal injection moulds.
DIN 17006
Mercury Steel: Cylindrical recess material very suitable for production sector/ mounting industry, especially mould production. Ensures compliance to usage with its suitable hardness - surface brightness - stainless - flexibility, it is an essential product for equipment and tool production, mercury steel material ( BOHLER) can be supplied with a wide variety and high quality selection from our company stocks. The desired hardness can be obtained with simple heat processing method as per request. Mercury Steel, o Forging Anneal : 1050 - 800 C is a tool steel o Soft Anneal : 700 - 720 C hardening with Anneal Hardness : Maximum 280 HB water. o Stress Relief Annealing : 600 C o Pre-heat for hardening : 650 C Hardening(Quenching) : Up to 12 mm, at 780-800ยบ C Oil Up to 12-20 mm, at 780-800ยบ C Water Up to 20-40 mm, at 780-820ยบ C Water Up to 40- 60 mm, at 810 - 830ยบ Water Temper : 180- 200ยบ - 1 Hour / 25 mm. Dia. mm
Length Kg/mt.
Dia. mm
Length Kg/mt.
Dia. mm
Length Kg/mt.
2.0
0.040
9.0
0.500
19
2.300
2.5
0.050
9.5
0.560
20
2.500
3.0
0.060
10
0.620
21
2.800
3.5
0.080
10.5
0.700
22
3.000
4.0
0.10
11
0.750
23
3.300
Dispatch: ID Card, 4/2 Pieces Mounting Rivet, Mounting Instruction
11.5
0.820
24
3.600
12
0.900
25
3.900
5.5
0.200
12.5
0.980
26
4.200
6.0
0.230
13
1.050
27
4.500
6.5
0.280
14
1.250
28
4.900
7.0
0.310
15
1.400
30
5.600
Order
7.5
0.400
16
1.600
32
6.400
8.0
0.410
17
1.800
35
7.600
G.125 G.126
8.5
0.450
18
2.000
40
9.900
Presentation: Mercury holes specified in Table is presented as 2 Meter / Length. From 2. 0 mm up to 8,5 mm ( 1 length is 2 meter. ) As per request: 1 Meter can be taken from 9.0 mm - to 25 mm.
Page
12
Mould Components
L
t
0.160
Material : 115 CR V 3 According to DIN 17006
Paint ( Oil Paint )
Product is GHT Design of our company.
Simple Mounting - Quite Economic Mould ID Card: Your ID Card will add style to your mould prepared as a result of long run labour. Also, ID Card will gain high value with your company information and will present a concession. Your mould ID Card; will be referred with your information on it - company definition- establishment date - coding and important short information. Your mould ID Card, will not be exposed to unwanted intervention among multi moulds ( Dirty Painting /Dirty Text /Scraping etc.) at production, mould monitoring facility always will be presented to the mould user with important technical messages specified on card, will be provided working of mould safely with monitoring, your problems such as repeatable possible / frequent mould repair will be decreased, the safety will be ensured with warnings, will be shown different at multi mould shelf system - it is a useful product to be appreciated at long term productions.
0.130
% C1,15-CR 0.70-V 0.10
Acetate / Felt Marker ( Edding 142 M )
A
4.5
Chemical Analysis:
ID Card Marking and Writing Pens
Mould Set Pressing Unit
5.0
C C . Dia. Piece: (Length)
Red Colour Narrow Mould ID card is for general press injection moulds.
A
L
t
44 90 0,5 22 mm mm
Aluminium Sheet
Injection Mould ID Card Press Mould ID Card
Standard ID Card; They are presented from quite economic stocks. Special ID Card; Pls. request price unit price" for ID card with company logo as per request or data sheet involving different definition. Other Special ID Card; Pls. request price unit price" for your designs with different dimension and material. Mounting Instruction; ID Card is presented with mounting rivet in its packing. The slots are opened by retaining to suitable place from hole places on ID Card ( Diameter 2,5 x 10 mm Depth ) with electrical drill. The rivets with its card is swelled with hammering in its slot, your simple easy mounting has finished, you can be proud of your work created with small detail.
Adjusting Shim, Gauge - Band Thickness Adjustment Detection Precision Liner
Grinded, Steel Plate Selection Table Wid.xLeng. Thickness(t) Dimensions are in mm
A
L 27 37 47 57 67 77 87 97 156 196 156 246 296 346 196 246 196 296 346 396
Precision Liner Band A .13 mm x L. 5 mt. L Tolerance: T.3
246 A 296 t 346 It is used for installation of tools that are cold 246 396 rolled, spring hardness, high plain precision 446 shim, steel strip and resistant to corrosion and acids, adjusting of equipment, balancing 496
tolerances, feeding bottom of assemblies, rectifying of counters, establishing of mould, setting of bearing clearance, running in of setting devices, setting of cutting blades, rectifying of work piece all kinds of tolerance measurements.
Precision Liner Band HLB
Order Form
Length can be adapted by cutting.
HLB .t Band Thickness
Packing: Width 13 mm Length: 5 m. In plastic box Material : Stainless Hardened Shiny Surface
296 346 396 296 446 496 Thickness Tolrnc. 546 t (mm) D Âą 346 0.01 0.002 396 0.02 446 346 0.03 496 0.04 546 0.003 596 0.05
0.06 0.07 0.08 0.09 0.004 0.10 0.12 0.15 0.005 0.20 0.006 0.25 0.30
0.007
0.35 0.008 0.40 0.45 0.50 0.60
0.009 0.010
0.70 0.012 0.80 0.90
107
0.013
1.00 0.017
396 446 496 396 546 596 646 446 496 546 446 596 646 696 496 546 596 496 646 696 746 796 500 x 500 mm Large Plates; The production for lifting lug is done by tapping.
A L
t
Precision Grinded, Ready Steel Plates Precision milled, grinded plates are prepared as rectangular, square or as per request in the desired dimensions, also hole, pool, core space and similar processes can be done on plate, the desired precision tolerances excluding standard dimensions ( Table ) are applied. Side surfaces are milled / precision perpendicularity and roughness are provided, wide surfaces grinded plates with CK 45 EreÄ&#x;li / Work Tool Steel Material are available at our stocks normatively or can be supplied in 2-3 days. In addition, except for our standard materials, our production from desired materials (Alloy Aluminum or Quality Steel Material) is possible. All of these processes are produced within the structure of our company, then they are presented to our customers by providing cost saving. We are an accomplished and dedicated and customer oriented company with our experience and knowledge, advantages of being ahead and with our presentations of GTH mould equipment improved by us and needed by the whole market and with unquestionable quality. Precision Grinded, Ground Plate Type : A x L x t Ready Steel Plates Order Form: Special: 3D technical drawing Standard: Technical drawing
Your standard order is selected from Table or Material : CK 45 Steel for your special orders, Production As Per Request technical drawing is required.
Production
Page
13
Standard serial
As Per Request
PKS
PBS
As Per Request
PPS
Ball Bush Press Mould
Progressive Press Mould
You can always trust our experience, expertise and GTH Quality. Standard & Special Press Mould Sets Güvenal A.Ş.: We have started with our precious masters in 1976 at Süleymaniye/İstanbul. Our mould passion has continued with mould experience /skill for many years. Even in the absence of machine/tool, we continued the development of mould making profession by using levelling technique unselfishly . O ur company has been accelerated in workshop equipment as well as with a variety of mould system ( mechanical springs, ejector / punch ) presentations, standard ready press mould sets and guide pillar bush works. We have established our machine sales company in 1997, we added value to the sector related to mould and counter by adding cutting tool sales / manufacturing/ technical support subjects, In addition, our mould polishing leadership ( it has accelerated works) with our hot runner interest has provided technological attacks to the sector. By opening 3. company store in 2010, we have approximated sales services through it to our customers. Today, our 145 employees are honored to contribute to the industry with technical office works including industrial cities, GTH mould equipmen and our ready set manufacturing companies. GÜVENAL that has given itself over to its job will continue "Suitable Mold Prices" Policy with 2. generation team having the same vision value as solution partner to our industry with your supports.
As per Request: Mould Base Equipment
As per Request:Diversification& Mould Sets
d1
Page
Sayfa 14 14
Section Press Mould
CSK/K
d1
DSK/K
d1
( f ) Plate
d1
d1
d1
G 100 G 41 / 42 G 50
Standard&Special Ready Press Mould Sets;
In Our Production; precision surface grinding of Mould Base plate as well as circumferential perpendicularity precision are made by using machining power and our CNC machinery as well as new requirements of design engineering. The connections are completed with 12.9 Cylinder Head Cap Screw by providing reference points, using GTH guide pillar Bush components that are produced by us sensitively at all sets. In addition, 1 or 2 eyebolt holes ( according to the load ) are opened for mould lifting and mounting (Mould lock can be inserted as per request). Ereğli / CK 45 (Work tool steel) are used at our production, also as per request, Aluminum Alloy or quality steel material can be used. Thickness and circumferential tolerance values applied as standard are ± 0.1-0.2. The sets and plates up to 1600 x 800 mm are produced with fast delivery. Thus, our national capital is protected. In order to avoid possible errors of measurement in the customer drawings at special character moulds, all operations are reviewed by GTH, information flow of assortment is provided within mutual information, the most important one is to follow customer delivery times by our company meticulously. Note : We deliver standard sets in 2-3 days or partially from our stocks according to the urgency of your work.
OSK/K
Application / Definition
G 33
G 35
G 70 G 37
( c ) Plate
d1 d1
d1
d1
G 49
d1
G 36
d1
G 34
G 70 G 38
Production: d
d
d
G 10 G 15 d
( e ) Plate
G 24 d
In your designs; the selection can be made with different mould components in application table. Aluminum alloy as per request - High quality Steel Material Mould Base Production is done. CNC Precision works as per request - Pool Draining- Die Spaces - Core Slots with short delivery.
G 110
ASK/K
Press Mould Base - Guide Pillar Bush Selection: Plain Guide Pillar Application
f
Reverse Guide Pillar Application
l1 c
f
d
l1 d
DIVERSIFICATION of Press Mould Base - Selection as per request L
Four Columnar
Mould Measure mm
A
L
156
156 196 246 296
c
Suggestion: Pls. note that shrink fits are not suitable for four columned moulds ! Generally, two or three e diversification can be chosen in e cases that Guide Pillar space geometry is irregular. To Type : Plain Guide Pillar know required space for mould Type : Ball Guide Pillar Guide Pillar or preloading is (Standard) (As per request) important Sliding Bearing Shrink Fit
Type : DSK/K DSK/K
Press Mould Base - Measurement Table
f
196
246
Guide Pillar Bush Refer Page 5. e
K
Type : DSK
d Y
f
A
296
c e
Type : DSK K Type : CSK/K CSK/K Cross Columnar L
K
f
e
Type : CSK Y
d
A
d
346
f
c e
Type : CSK K Type : ASK/K ASK/K Rear Columnar
396
f
L K
e
Type : ASK Z
d
A
446
f
c e
Type : OSK/K OSK/K Center Columnar f L K
Type : ASK K 496
e
Type : OSK A d
d Special: 3D technical drawing Standard: Technical drawing
246 296 346 396 446 296 346 396 446 496 346 396 446 496 546 396 446 496 546 596 446 496 546 596 646 496 546 596 646 696
f
c
27 37
27 37
27 100
Z
mm
140 190
128
240 132
27 37 47
27 37 47
182
27 132 232 164 282 332 174
37 47 57
37 47 57
224
27 174 274 210 324 374 224
37 47 57
37 47 57
27
224
274 324
260
374 212 412 254 274
37 47 57
37 47 57
274 324 310
27
374 262
412 462
304
312
47 57 67
47 57 67
37
312
362 412
354
462 300 500 348 362
47 57 67
47 57 67
362 412 404
37
462 350
500 550
398
400
57 67
57 67
450
37 400 500 448 550 600
As per request, CNC Precision Works - Pooling Draining - Die Spaces - Core Slots with short delivery Production As Per Request Production: GTH Mould Base Production
Section Press Mould
Material: CK 45 Steel
Y
mm
100
646
546
c e
546 596 646 696
e
K
mm
596 646 696 746
f
Type : OSK K
Type : A x L e.f.c. x d x l1
196 246 296 346 396
Plate Thickness mm
596
646 696 746 796
Guide Pillar x Len. Ø
d x l1 Ø 100 20 112 125 140 160 200 Ø 100 25 112 125 140 160 180 200 250 Ø 112 30 125 140 160 180 200 250 315
Ø 112 30 125 140 160 180 200 250 Ø40 315 Ø 112 30 125 140 160 180 Ø 200 40 250 315 Ø 125 40 140 160 180 200 250 315 Ø50 355 Ø 125 40 140 160 180 200 Ø 250 50 315 355 Ø 140 50 160 180 200 250 315 355 400
696
696 746 796 846
Page
15
THICKBACKED
THICKBACKED
G. 15
Guide Pillar with Centre Collar Ø d
TM
99
02
A .15
G
L1
d2
d3
L2
L3
M
TM
99
02
5A
100
G.1
125
G. 15
20
15 o
23
4
100
34
39
30
6
Reliable Product Used at Press Moulds M.8 and Guide Pillar with Centre Collar Mountings Min. d3 + 1
180 39
44
37
6
M.8
125 140 25
160 180 200
0
240
G. 45
0 d3 -0.2
M.8
Guide Pillar with Centre Collar G. 110 MOUNTING FLANGE
220
L1-0.2
o
20
34
200
G. 41 1
28
125 160
G. 49-50
0
30 200
0
L2 -0.2
Flange Fitting
20
220
G. 35-36
240
L3
M
260
d2 f6 d2j6
315
G. 33/U
GTH Mould Columns; are polished with Surface Polishing Machine ( Surface Finish ) at the final stage of production ( After grinding)
Thick backed Guide Pillar G15: It is used as centering element at cutting and form press mould sets. In processing of Guide Pillar / Bush Slots on mould, processing of Guide Pillar and bush holes also are provided with the same dimensional tools (Drill/Reamer). Thus; the necessity of using different tool will disappear. Advantaged Product G.41 /G.45 / G.42 /G.49 -G.50 /G.35 - G.36 /G.33-U / G.34-U ( Index Section: Page 5 ) are used with bush components as set. d3=H7 Order:
Mounting Example
G 100 External Diameter of bush element and rearpositioning diameter of C. C. Guide Pillar are same
Page 5 G 15
G.15. d x L1 x L2
Page
Section Press Mould
S d3
Guide Pillar with Centre Collar MOUNTING FLANGE G. 110 Ø d3
Guide Pillar Dia. d
Bolt
Flange S
M
22
Ø 15 / 16 Ø 19 / 20
Material : 1.7131 (16 MnCr 5 ) Case Hardening Hardness : 61 - 63 HRC ( Heat Treatment )
32
Ø 24 / 25
40
Ø 32 / 30
Operating Elements : G.100 - G.33 /G.34 G.35 /G.36 -G.40 /G.42 - G.49 /G.50
50
Ø 38 / 40
60
Ø 48 / 50
73
Ø 60 / 63
93
Ø 80
12
Order :
G.110 x d3
Fishplate d3
5.5 mm 7.5
M8 x 20
9.5 mm M12 x 20
Material : CK 45 Steel Grinded Mould Component
d3=H7
Sayfa 16 16
Injection Mould can be used as support at bottom of ejector plates etc.
M
25
d3 = d3 Hole Slot Creating Advantage with Same Cutting Tool
G 100
min. d3 + 1 Countersink Cylinder Head Cap Screw
140 6 -0.1
d h3
min. S + 0.5
d h4
Diameter section of mould d2 are same external diameter of bush.
160 180
Guide Pillar with Centre COLLAR For suitable bushes, Refer Page 5
140
B O T H Produces Sells Affordable Prices
G. 100
Operating Elements: As Guide Pillar mounting, also as thrust between mould plates.
STANDARD C.C.C Guide Pillar with Centre COLLAR Ød L1 L2 L3 Ø d2 mm mm mm d3
140 160 38 40
180 200 224
37 6 50 50
M8 M8
250
r. 3,5
15 16
r.1 30
280 315 355
315
100 112 125 140 160 180 23 200 220 250 300
355
320
400
400
100 112 125 140 160 180 30 200 224 250 320 350
200
112
140 160 180 48 50
200 224 250
47 8 63 60
M8 M8
280
r. 3,5
19 20
r.1 30
160 180 200 60 63
224 250 47 8 80 70 280 315
M8
r. 4
M8 r.1 30
24 25
355
224 250 80
100 112 125 140 160 20 180 200 220 250 300
280 60 8 95 93 315 355 400
M 12
M r d5 M.1 r1 TM
4
22
22
M8 M8
r. 2 r.1 15
M1
20
4
25
( New ) Flange Fitting: r. It is 2,5 perpendicular M8 angle sitting 25 mould plate surface. M8 r.1 20 1 o
20 Flange Fitting
32
All dimensions are promptly delivered from our stocks. 30 It is suitable to use with demountable pillars, ball cage and all other bushes. Mould Producers; should be paid attention to choose products suitable to the tolerances/standards in Guide Pillarbush selection, to prevent reverse closing of mould, three pieces main dimension and one piece auxiliary dimension (15-19-24-32-38-48-60) can be used, these products are limited in our stock and can be produced as per request.
200
37
6
32
32
M8 M8
6
40
40
M8 M8
224 250 280 315 320 350 400
Ball
G. 37-38
d3 G. 42
6
G. 41
M
160 180
L3
G.110 Guide Pillar Mounting Flange
0.5
GTH Mould Pillars; are polished with Surface Polishing Machine ( Surface Finish ) at final stage of production ( After grinding)
d2h5 j6
r. 3 r.1 20
140
M r.1 12 30
G.10
STANDARD C.C.C Guide Pillar with Centre COLLAR At all cutting and form moulds, it has suitable standards to all bush operating components. dh4 r r1
125
r. 4
99
02
0A
G.1
L1
125
G. 10
Lug
L2
Ød L1 L2 L3 Ø Lug M r d2 mm mm mm d3 d5 M.1 r1
r. 3 r.1 30
G. 45
d5
G.100 Fishplate
G. 49-50 It can be inserted directly to the slot opened on the mould plate. During G. 35-36 mounting, absolutely no shrink punch should be done. It can be positioned via shrink fit to the slots and fishplates or mounting flange with suitable tolerances or also with G. 33 /K chemicals. G. 34 /K Info: For mounting dimension and tolerances, refer to Page 46. Don' t use two products without oil groove together. One of the products should be with oil groove.
Order :
G.10. d x L1 x L2
Material: Ø 30 ≤ 1.7131 ( 16 MnCr5 ) Hardness : 60 - 64 HRC Ø 40 ≥ C 45 With Induction Operating Elements : All sliding systems also can be used with ball bush tools.
Production Section Press Mould
Page
17
Plain Guide Pillar G.24 L L1 M mm mm
Ø d
100
280 38 315
112 TM
99
02
4A
G.2
G.24
GUIDE PILLAR
16 125 140 15 160
4 M.8
M L1
Mounting Flange ( G.110 )
8o Ball
G. 37-38
125 19
50 250 280
140
160 20 180
4 M.8
L Min. 1.5 x M
200
M8
8o
G. 41
20 Note: d ≥ 63 mm 3
G. 45
Mount with cooling (shrink).
G. 49-50
G. 35-36
60 250 280 63 315
In Friction System Applications Order :
In Ball Bush System Applications
G.24. d x L
Material : Ø 30 ≥ 1.7131 ( 16 MnCr5 ) Hardness : Ø 40 ≥ C 45 With induction 60 - 64 HRC Operating Elements : It can be used with all sliding systems as well as ball bush tools.
6 M.8
Page
18
Production
315 400
6 M.8
Not: Section (d), two different products are to avoid reverse closing of mould during mounting, three pieces main dimension and one piece d= Ø 15 -19 -24 -32Plain Guide Pillar G.19 38-48 -60 mm
d = 48 /50 - 60 /63 - 80 are produced as per request.
125 140
250
M.
8 16
500
315
224
3
450
280
40 200
400
80 355
8o
It is used as auxiliary centering guide component at press / sheet moulds or progressive mould plates. It can be used with all sliding system or ball bush sets. When precision and iterative high speeds are required at injection mould ejector plates, it is suitable to use together with ball set and also with sliding and self-lubricating bush mould components.
280
250
180
M.
8 12
250
224
38 160
Press Mould Auxiliary Guide Pillar Ejector Plate Guide Pillar in Injection moulds
355
140
G. 33 /K 30 200
315
224
125 160 32 180
8o
200
112 G. 34
8
L1
M. 12
400
250 100 112 125 140 24 160 180 25 200 224 250 280 315
d h3
355
224 G. 42
Inner Press Type, Mould Guide Pillar
200
48 224
G.19
GUIDE PILLAR
180
100 112
99
02
6 M.8
160
200
d h3
40 355 400 140
180
Mould Guide Pillar, Internal Screwed
L L1 M mm mm
L
Ø d
TM
9A
G.1
6 M.8
GTH Mould Pillars; are polished with Surface Polishing Machine ( Surface Finish ) at final stage of production ( After grinding) If Extreme Lateral Forces are occurred at press moulds, in these cases, frictional Self lubricating plates should be used with pillars.
Order :
G.19 d x L Material : Ø 30 ≥ 1.7131 ( 16 MnCr5 ) Hardness : 62 ± 2 HRC Operating Elements : It can be used with all sliding systems as well as ball bush tools.
For bush selection Refer Page 5
Ø d
12 18 30
L L1 mm mm
100 125 125 160 160 240
6 6 7
GUIDE PILLAR Mould Pillars, Slotted and Heavy Type d2 d5 L1 L2 L3 Hole mm mm mm mm
Ø d
-
315 355 400
Guide Pillar Lifting Hole
250
25 10
4
100
32
180 200
72
10
4
Mould Guide Pillar, Slotted Type Heavy Type Press Moulds -
8
4
45
140
125
160 180 40
200
-
8
4
56
250
90
12
5
160
140
180
450 50
400
224 250
Note : Hole tolerance should be H7. It is recommended to use mould Guide Pillar only with self lubricating beddings
d f6
L
0.5
8
R0.5
± 02
Standard serial d r6 d=25-32-40-50-63 M8 x24
200
500
R
Application: L1 Grinded surface is Holeless up to Ø d = 80 and Ø 80 = M.12 x 24 mm has one lifting hole. From Ø d = 100, it has hollow ( d2 ) and 2 pieces M.8 x 24 mm lifting holes.
L3 Compatible Bushes: Self-lubricating Bronze Bushes DIN 9833 Guide L2 Columns
280 65
o
15
Rz 6.3
224
355
G.09
GUIDE PILLAR
Rz 6.3
50
315
500
99
02
40
250
450
160
4
224
400
450
8
140
355
400
-
160
280
125
180 200
250
315
160
224
224
100
TM
9A
G.0
140
M12 x24
224
280
G.09
d2 L1 L2 L3 Hole mm mm mm
125
200
80
L mm
-
10
4
70
280 95 132 12
355
560 Order :
M8
315
5 180
d2 d5
180
Mounting Example
200
G.09 d x L
o
5
d=80
L mm
d ≥100
Ø d
H6
224 Material : 1.7131 ( 16 MnCr5 ) Hardness : 58 - 60 HRC Depth : 1.5 + 1 mm Operating Elements : Self Lubricating Bushes are recommended
63
250 280 315
-
10
4
80
G. 41
G. 44
The importance of alignment sensitivity of 355 punch and matrix at moulds is very obvious. 400 G. 45 This alignment depends on accuracy and GTH Mould Pillars; are polished with Surface protection of sensitivity, correct placement Polishing Machine ( Surface Finish ) at final stage Mould Pillars of Guide Pillar/ bush groups, quality and of production ( After grinding) Large Size abrasion resistance. It is especially GTH Mould Components, are designed demountable. We make an effort to expand and produced by persons who achieved Production Section this product range with newly created perfection. Press supplements such as guiding components. Special production can be done as per request. Mould
DIN 9833 ISO 9182-3
Page
19
TM
99
G.0
Large Size Slotted /Perforated 5 x 45
Ø e
5
L2
2
X
Cylindrical Blocks Ød Ø 23
d
80 100 120
G. 44
o
15
d r6 5 x 45
5
L1
FIAT Balancing Block G.82
h
25 30 25 30 25 30
o
5
o
h
Ø 13
G. 41
L
G.81-82
Large Size - Slotted
14
o
For Suitable Bushes, Refer Page 5.
o
14
Balancing / Centering
90
90
L1
o
Reference: FIAT STQ 10002 DIN 9833 FIAT
G. 06
GUIDE PILLAR
18
G. 07
GUIDE PILLAR d1r6o 60
99
02
6A
TM
02
7A
G.0
L2
FIAT Q 1001 ( TDC )
2
For Suitable Bushes, Refer Page 5.
X
Material : 1.6511 Hardness : HRC 46-48
G. 41 L
G.81 Centering Drawing G.82.d x h
FIAT Centering Blocks
Reference: FIAT STQ 10002 DIN 9833 FIAT
G.81
G. 44
o
15
G. 45 28
0 12
41.5 13
o
It has Ø d = Follow M.8, two pieces lifting holes.
0
8 ±0.2
d f6
GUIDE PILLARSLOTTED - PERFORATED G.07 Ø d
L mm
d2
e
L1 L2 mm mm
M
250 80
280 315
80 40 100 50 M.12
355 100
125
Page
315 355 355 400
100 50 125 60 M.16
125 65 140 70 M.16
Sayfa 20 20
Section Press Mould
Production
FIAT 230 GSG.74.01
Material : 1.6511 ( 36 CrNiMo 4 )
For your extra orders, G.81 Ø 105
GUIDE PILLAR
G.06 G.07 Reference : FIAT STQ 10002 DIN 9833 FIAT Order :
0.5
M
R5
12
d f6
G. 45 X - Detail G.06
12
Ø 70
o
54 25
0.5
20
12
R5 M
105
28
X - Detail G.07
G.06 / G.07 d x L
8 ±0.2
Hole tolerance should be H7. It is recommended to use mould pillars with self lubricating bedding.
FIAT GUIDE PILLAR SLOTTED Ø d
L mm
G.06
d2
L1 mm
L2 mm
M
80
100
50
M.12
100
125
60
M.16
125
140
70
M.16
250 80
280 315 355
FIAT STQ 10002 DIN 9833 Material : 1.7131 ( 16 MnCr5 ) Hardness : 58 - 60 HRC Depth ≥ 0.8 mm
100
Operating Elements : Self lubricating bushes are recommended.
125
315 355 355 400
G. 01 GUIDE PILLAR TM
TM
99
02
L
GUIDE PILLAR
d3
L2
d1r6 o
5
GUIDE PILLAR
G. 01
Large Size - With Collar
6
DIN 509 - F
Sleeve G.113 is used together with G. 110 Guide Pillar 2 Piece Ø ≤ 50 3 Piece for Ø ≥ 63 Holder Sleeves
G.0
L1
18
For Bush Selection, Refer Page 5. G40
G. 02
f6 15o 1A
r
d1 h6
4
6
Reference : FORD WDX 13 - 60 -1001
Bush and Guide Pillar Holder Sleeve
G.102 +0.2
0.5
+0.2
Mounting 2 Piece for Ø ≤ 50 3 Pieces for Ø ≥ 63
11.5 16
21 32
27
10
0.6
Ø11.5
Large Size - Slotted
d
r
Reference : FORD NAAMS WDX 13 - 65
Ø17.5
GUIDE PILLAR
99
02
2A
G.0
32
FORD NAAMS WDX 13 - 65
G. 02 GUIDE PILLAR d f6
r
o
15
L1
18
Lifting purpose M.12 x 18 thread is opened L Ø 80 and 100 Guide Pillar Sizes. For Suitable Bushes, Refer Page 5.
0.5 8 L2
d1 r6 o
5
d1 h6
Order :
r
6 4
G. 41
G. 40
G.01 / G.02 d x L
FORD WDX13 - 65
Material : 1.6523 ( 21 NiCrMo2 ) Hardness : 57 - 62 HRC Depth ≥ 08 mm Operating Elements : With all lubricated bush components.
For your extra orders, G.01-02 No, can be used. Production
Section Press Mould
Page
21
99
02
G.112
CIRCLIP
Reference : PSA E24.52.105 G
TM
Order : A102 - 01 x Guide Pillar Diameter z
G. 05
GUIDE PILLAR
Mould Pillars, Slotted /Perforated
24
a1g6 c
M.12
r
G. 43
o
15
RETAINING FLANGE G.119 Reference : PSA E24.52.105 G
L
For Suitable Bushes, Refer Page 5
Order
a ( Guide Pillar Dia.) Material : 1.0503( C 45 ) R ≥ 480 N / mm
e
e
b
RETAINING FLANGE G.119 a
b
c
d
e
f
g
h
j
36 6.6 12
7
25 45 2.7 10 45 31
d a r6
GUIDE PILLAR
Reference PSA E 24. 52.105.G
G. 05
MouldPillars, Slotted /Perforated Plain Type Guide Pillar, Slotted
32 37
10 40 45 4.2 12 50 55 14 63 70 18 6.2 80 87 20
50 55
9
8 ±0.2
Mould Guide Pillar Flange/ Segment Mounting Example
0.5
16
9
70 11 18 11 80 14 22 13
X - Detail ( G.05 ) R 0.5
Perforated Type Guide Pillar, Slotted
56 70 80 100 110
L
G. 45
a
b
c
c
f
X
ah5
g
h
G. 45
15
G. 43
d j
f
G. 04
GUIDE PILLAR Large Size - Slotted
PSA E24.52.105 G
e
9
29
A0
s h10
o
For Suitable Bushes, Refer Page 5
3
.0
G
Ring is together with Guide Pillar
Reference : PSA E 24. 52.105.G
ad5
GUIDE PILLAR Large Size - Slotted
d
TM
5A
G.0
ad8
G. 04 Segment
Products; It is given together with Guide Pillar + Flange and ring as a group.
Mould Guide Pillar Flange Segment
For your extra orders, G.04-05 No can be used. Order : PSA E24.52.105.G Order : G.04 G.05 a x L
Page
Sayfa 22 22
Section Press Mould
BOTH
Produces Sells Affordable Prices
Material : 1.0503 ( C45 ) T7 Hardness : 60 - 62 HRC Depth: 1.5 - 2 mm Operating Elements : With all lubricated bush components.
G.112 CNOMO - GUIDE PILLAR G.03 Reference: CNOMO EM 24.52.100 Large Size -Slotted
CIRCLIP
TM
Material : 1.0301 ( C10 )
z
a
z
s
25 32 40 50 60 80 100
22.5 28 36 46 57 74 94
2.5 4 4 4 6 6 6
s h10
The products; are given together guide pillar and flange ring. For your extra orders, orders are given by using product codes. Example : G.112 x a
RETAINING FLANGE
GUIDE PILLAR - CNOMO
32
G.119
Reference: CNOMO EM 24.52.100 Material : 1.0301 ( C10 )
40
e
e1
j
t
e1
d
RETAINING FLANGE a
e
32 56 40 70 50 80 63 100 80 110 100 140
e1
31 36 50 55 70 80 100
t
j
d1
50
c
e
25 45
99
02
3A
G.0
d
7 12 6.6 12 14 9 16 9 18 11 18 11 14
80
315 355 400 73.8 125 16 18 6.2 3 450 500
4
6
The products; are given together with guide pillar and flange ring as a group. For extra orders, order are given by using product codes. Example: G.119 x a It is recommended to use mould pillars only with self lubricating bushes. The pillars are precision mould components providing working of punch groups on same position. According to the proportion in diameter, it is heat treated by producing quality steels and are grinded in precision dimensions.
200 224 250 280 45.8 80 16 12 4.2 2.5 315 355 400
63
2.5
10
20 13 22
c
180 200 224 35.8 63 12 12 4.2 2 250 280 315
250 280 315 355 56.8 100 16 18 6.2 2.5 400 450 500
G.119 d1
125 140 160 180 27.8 32 10 12 4.2 2 200 224 250
355 400 100 93.8 160 16 18 6.2 3 450 500 The products; are given together with guide pillar+ Flange and Ring as an order.
For extra orders, order can be given by using product codes. ( Example: G.03 x a x l )
Large Size -Slotted
G.03
Reference: CNOMO EM 24.52.100 a h5 15
o
r
l2
For Suitable Bushes, Refer Page 5
L G. 43
b k G. 45
ah5 As per request
l1
l3 a d8
Mould Guide Pillar Flange/ Segment Mounting Example
Mould Guide Pillar Flange Segment
CNOMO EM 24.52.100
Order : a x L
Material : 1.6523 ( 21NiCrMo2 ) Hardness : 60 - 64 HRC Depth: 0.8 ≼ mm Operating Elements : With all lubricated components.
For your extra orders, G.03 No can be used. Section Press Mould
Page
23
Suitable for extra usage G.24 ( Page 18 ) Guide Pillar
TM
99
02
4A
G.80. 01
G.80. 02
G.80. 03
G.80. 04
G.80. 05
G.80. 06
G.2
TM
99
02
0A
.2
RECTANGULAR, CAST BLOCK GUIDE PILLAR Large Size G. 20 Slotted R5 Cast Block Guide Pillar 10
Rectangular, Cast Block BUSHES G.80 Rectangular Connection Flange Cast Bearing d
dh3
h
L
Rz 1.5
d1 d2 A
a
Cast Block Bush
l1
l2
G.80. 01
STEEL Bearing G.80. 02
BRONZE Bearing
SINTER Bearing G.80. 04
RECTANGULAR, CAST BLOCK GUIDE PILLAR
G. 80 - 10 Order : G.20. d x L ( Cast Block, Guide Pillar )
BALL Bush G.80. 05
d3 40-86 /50-96 /63-110 d1R6
Operating Elements : Rectangular, Cast Block - Bushes Absolutely, control the perpendicularity of pillars after mounting.
Page
Sayfa 24 24
Section Press Mould
01~10 x d
h a
h1
Material : GG 25
e1
G.80. 03
Material : 1.1213 ( Cf 53 ) Hardness : 62 ±2 HRC With induction
G.80.Type
h1
G.20 Plain Guide Pillar Type Bedding is used with G.80 Cast Block With Collar Bushes. At Sheet Cutting d+0.02 Progressive +0.03 Form Pres Moulds, it a is reduced disassembly 5 assembly period of d e7 Guide Pillar & bush. No opening of Guide Pillar bush holes on mould holder is required, it reduces labour cost and also saves time by shortening production period of mould, they are mould components forming bush / Guide Pillar set telescoping to upper/lower case.
Rz 3
Order :
Self-lubricating Bronze
G.80. 10
b GUIDE PILLAR Bush
b Operating
e2
G
Element : G.20 G.24
L 2
L
L 2
G.0 8A 02 T M 99
Mounting Example:
Type : 1
Type : 2
Type : 3
Order :
G.08.
d x L x L1 Material : 1.7131 ( 16 MnCr5 ) Hardness : 62 ±2 HRC Depth : 1 Operating Elements : Ball Cage / Steel Bush / Sleeve
Scraper - Connection
a
e1 b
e2
d1 d2 A
h1
h
Order :G.79. d x L.Type
Block Casting,Pillar / Sign Set
Material : GG 25 / 1.7131 - 1.1213 Hardness : 62 ±2 HRC With induction Operating Elements : SET Rectangular Cast Block Guide Pillar / Bush Order
G.79. 01 02 03 04 05 G.79. 01 02 03 04 05 G.79. 01 02 03 04 05 G.79. 01 02 03 04 05
Ø d
l mm
Ø d1
l d h
L2
Rz 1
5
d3
L
Connection Guide Pillar / Bush Cast Sets
o
dh3
d2h3
L1
G.79
L3
Rectangular - Cast Block SETS
G.08
d5 Hole tolerance for shrink fit place of mould Guide Pillar affects is N5. Securing lateral load resistance of mould beddings. In moulds with guide plates or having Guide Pillar mounted to mould from bottom or top, if the distance (L) applying 6 Rz 2.5 power is equal, bending values of rotary and guide columns are equal. By securing mould Guide Pillar to the guide plate, there will be important improvements at bending values of columns. Until the distance (L/2) between application point of power and fastening surface reduces to half, load lifting capacity is increased 8 times.
Rz 2.5
Ball Bush System
Type : 5
Rz 1
Type : 4
R03
o
5
dh3
R03 Limited Stocks
h1
Ø mm mm mm mm mm mm d2 h h1 a b e1 e2
180 220
40
260 300
13 10 77 30 130 80 95 45
355 400 200 240 280
50
315 355 400 450
15 10 95 35 160 96 118 55
240
63
280 315 355 400 450
17 12 120 35 180 110 132 62
240 280 315
80
355 400 450 500
21 14 120 40 215 130 160 75
B O T H Produces Sells Affordable Prices
Section Press Mould
Page
25
G73 G100 G40 G09
TM
TM
G.73 A1299
G.72 A1299
G72
G. 72
GUIDE PILLAR BEARING- BLOCK Steel, Rectangular Type Slot Mould Bushes, with Connection Hole
For Mould Pillars / Bush Components, also to give order, refer to Page 5. Control its perpendicularity of guide pillars after mounting.
G. 73
BUSH BEARING - BLOCK
Steel, Rectangular Type Slot, Selflubricating Bush with connection hole
d1H7
d3
G.12D Clamping Shoe
d6
Steel, Rectangular Type Slot, Self-lubricating Bush with connection hole. G. Ø
a
b
e1
72
e2
d1
mm
d6
mm
mm
mm
mm
Ø 50
70
17.5
160
100
118
55
Ø 63
80
17.5
180
125
132
62
Ø 80
100
21.5
215
145
160
75
Ø 100
125
21.5
230
170
168
110
Ø 125
140
25.5
270
205
203
142
Ø 160
180
25.5
315
250
243
170
Order :
G.72
Page
Sayfa 26 26
d1
Section Press Mould
Material : CK 45 Work Tool Steel, Heat Treatment as per request. Operating Elements : Guide Pillars ( Page 5 )
G.40 Self-lubricating Bush
e2 b
b
e2
Affordable Prices
h1
e
B O T H Produces Sells
e1
Ø
d1H7 d2H7 a
d6
Bilyalı Burçlu
a
M
L2 h
h1
L1
15
e1
G. 73
Steel, Rectangular Type Slot, Self-lubricating Bush with connection hole. sh Bu ize S
d1 d2 d3 d6 a b e e1 e2 h L1 L2 M
Ø 50 50 63
Ø Ø Ø Ø 80 100 125 160 80 100 125 160 63 100 125 160 200 80 112 140 180 220 71 90 21.5 21.5 25.5 25.5 17.5 17.5 215 230 270 315 160 180 145 170 205 250 100 125 143 168 203 243 89 123 160 168 203 243 118 132 75 110 142 170 55 62 90 110 140 180 60 70 100 125 160 200 71 80 80 106 132 170 56 63 M6x16 M10x16 M10x16 M10x16 M10x16 M10x16 Order :
Ø 63
G.73
d1
Material : CK 45 Work Tool Steel, Heat Treatment as per request.
TM
Mounting Example Using of sheet lifting pin provides advantage at progressive moulds.
G.23 RETAINING GUIDE PILLAR Sheet Lifting - Pin
G.22
PERFORATED FLANGE
Guide Pillar Protection - Flange d2
d
L LO±01
For your spring orders, pls. refer ball cage G.74 retaining spring Retaining section. Spring
Ø6 -0.1
5
+0.1
S
+0.1
±01
d1
A
L Max. = LO - 10
8.5
3 Pcs. M4 x 16 Countersink Cylin. Head Cap Screw
O
Ventilation Shafts d +20
99
12
2A
G.2
A1
1x45
TM
G.69 A1299
TIJ SHAFT G. 69
9
29
3
.2
G
TM
R3
20
Mounting Example
+0 13 5 16 -0.3 d1±01
L1
Different Various usage areas can be created at mould sets.
L2
Bolts using in mounting of product also can be supplied separately.
G. 69 TIJ SHAFT Ventilation Shafts d
d1
L
L1
L2
36
90 90 90 100 100 100
175 250 360 175 250 360
40 40 40 50 50 50
65 65 65 75 75 75
36 45 45 45
Order : Material :
G.69
dxL
CK 45 Work Tool Steel
Reference : FORD WDX 17 - 70 M VW AUDI 39 D 638 /1 BMW B2 2615 12 OPEL F 33 15
Order : Material :
G.22
d
CK 45 Work Tool Steel
It is used at all Guide Pillar system and at other mould sets as extra.
PERFORATED FLANGE Guide Pillar Protection d 24 25 32 30 38 40 48 50 60 63
G.22
d1
d2
45
55
55
65
65
75
78
94
92
110
M.4
G.23
RETAIINING GUIDE PILLAR
Ø 10 -0.01
Sheet Lifting Pin
A (Guide Pillar) S ( Sheet ) L . 30
NOTE: Guide Pillar protection flange protects dirt to be occurred at moulds or thrust etc.
NOTE: ‘LO’ Length will be produced as per request.
36
Using of sheet lifting pin, provides advantages at progressive moulds.
10
20 13
L . 35 L . 40 L . 45 L . 50
2 mm 3 mm 2 mm 3 mm 2 mm 3 mm 2 mm 3 mm 2 mm 3 mm
Thread is hardened and grinded. Ø 4.1
3 Ø 12
To secure lifter washer, cyanoacrylate can be used.
As per request, we have production from special material and in desired dimensions. G.23 Special Order :
G.23
M.4 x 12 12.9 Cylinder Head AxS Cap Screw
Material : 1.7131 ( 16 MnCr5 ) Hardness : 58 - 60 HRC Depth ≥ 08 mm
Using of sheet lifting is provided advantage at progressive moulds
B O T H Produces Sells Affordable Prices
Retaining screws can be selected from our Cylinder Head Cap Screw page. Section Press Mould
Page
27
GUIDE PILLAR G.17 Unlubricated - Plain Type Guide Pillar
GUIDE PILLAR
d TM
.1
G
L
L1 d2
k
d
40
99
02
7A
60 10
80
4 12 3
100
G.17 Unlubricated Plain Type Guide Pillar Suitable Bushes Diagonal Load at Page 5. Pillar d
0
G. 61
160
140
100
160
120
60
140 22
- 0.2 +0
Rz 1.5
120
300
40
80
120
L
+0 - 0.1
120 140 7 20 8
7 28 15
T
7
.1
G
M
9
29
A0
Alternative Plain Guide Pillar
240
200
300
60
100
80
120
100
140
120
GUIDE PILLAR
160
7 22 8 30
180 200 220
200
G.19
Press Inner Type, Mould 7 36 15 Guide Pillar Other Ejector Plate Ball Guide Pillar
240
240 Order Form / Technical Info
28
180 220
180
G.17. d x L
Material : 1.7131 (16 MnCr 5) Hardness : 58 - 62 HRC
Production
160 200
160
Page
24
180
Order :
GTH Mould Pillars; are polished with Surface Polishing Machine ( Surface Finish ) at final stage of production ( After grinding)
100
160
140
360
7 26 15
220
180
240 10 58 15 300
240
140
18
180
200 50
200
7 18 8
100
It is suitable as ejector plates and core systems at injection moulds and as mould inner guide pillar in press moulds. Being without oil groove, is compatible using with bronze graphite (self lubricating) bushes and bush components with oil groove.
160
k
240 10 48 15
80
80 16
40
120
7 16 6
L1 d2
220 7 24 8
360
100
60
d2-0.2
140
320
160
k
G. 74
200
240
140
G. 75
180
200
100 G. 27
80 100
300
80 14
L
160
280
80
15
G. 25
d
180
60
L1
G. 26
k
160
40
g6
L1 d2
120 20
120
12
L
60
Operating Elements : With all lubricated type bushes at press or injection moulds.
When precision and iterative high speeds are required at injection mould ejector plates, it is suitable to use together with 360 ball set and also with sliding and DREI-S-WERK Guide Pillar - Bush Germany Lubricating Grease self-lubricating bush mould at high temp. components.
------- EPA-670/2-74-070 October 1974 MINE SPOIL POTENTIALS FOR SOIL AND WATER QUALITY By Richard M. Smith, Walter E. Grube, Jr., Thomas Arkle, Jr., and Andrew Sobek Division of Plant Sciences College of Agriculture and Forestry West Virginia University Morgantown, West Virginia 26506 Project No. S800745 Program Element -No. 1BB040 Project Officer Benton M. Wilmoth U.S. Environmental Protection Agency Wheeling, West Virginia 26003 NATIONAL ENVIRONMENTAL RESEARCH CENTER OFFICE OF RESEARCH AND DEVELOPMENT U.S. ENVIRONMENTAL PROTECTION AGENCY CINCINNATI, OHIO 45268 For sale by the Superintendent of Documents, U.S. Government Printing Office, Washington, D.C. 20402
------- REVIEW NOTICE The National Environmental Research Center-- Cincinnati has reviewed this report and approved its publication. Approval does not signify that the contents necessarily reflect the views and policies of the U.S. Environmental Protection Agency, nor does mention of trade names or commercial products constitute endorsement or recommendation for use. ii
------- FOREWORD Man and his environment must be protected from the adverse effects of pesticides, radiation, noise, and other forms of pollution, and the unwise management of solid waste. Efforts to protect the environment require a focus that recognizes the interplay between the components of our physical environment--air, water, and land. The National Environmental Research Centers provide this multidiscipli- nary focus through programs engaged in studies on the effects of environmental contaminants on man and the biosphere, and a search for ways to prevent contamination and to recycle valuable resources. The removal of coal from the earth by surface mining causes major disturbances to the environment. If environ- mental damages are to be minimized, it is essential that the extraction and reclamation processes be planned before mining occurs. This project has made major progress in developing techniques to pre-plan surface mining. A. W. Breidenbach, Ph.D. Director National Environmental Research Center, Cincinnati iii
------- ABSTRACT Selected chemical, physical, and mineralogical measurements have been adapted to coal overburden sections of the Monongahela, Conemaugh, Allegheny, and New Elver formations of. the Pennsylvanian in central and northern West Virginia. Field studies, core logging, simulated weathering, and laboratory measurements provide a basis for recognizing toxic (.pH below 4.0) or potentially toxic (reduced sulphur sufficient for mineral acid in excess of neutralization capacity) rock or soil as well as superior materials (pH near neutral and high available phosphorus) for topsoiling mined lands. Laboratory measurements have been keyed to regional trends of coal and rock types within the northern Appalachian coal basin, confirming the validity of the three previously suggested Surface Mining Provinces and providing a basis for useful extrapolation of results beyond sampled sites. Improved classification of minesoils within the comprehensive American system, Soil Taxonomy, based on consistently observable properties of minesoil profiles, provides the needed basis for more precise management, including liming, accurate fertilization, and more satisfactory growth of plant combinations emphasizing legumes or repeated nitrogen ferti- lization. This report was submitted in fulfillment of Project S 800745 by West Virginia University under the sponsorship of the Environmental Pro- tection Agency. Work was completed as of November, 1973. IV
------- FIGURES No. FaSe 1 Surface Mining Provinces in West Virginia 10 2 Geologic-Pedologic Section of the Pennsylvanian and Permian Systems of West Virginia i *y 3 Generalized Geologic Map of the Pennsylvanian and Permian Systems of West Virginia I O 4 Location Map of Geologic Cross Sections, and Areas of Minespoil Research, 1969-1973. 5 Legend for Geologic Cross Sections A-A', B-B', C-C', and D-D1. 6 Area of Study Adjacent to Geologic Cross Section A-A1 15 and Minable Extent of Pittsburgh and Redstone Coals. 7 Geologic Cross Section A-A1 in Gilmer, Lewis, Upshur, 16 Doddridge and Barbour Counties, West Virginia. 8 Area of Study Adjacent to Geologic Cross Sections B-B1, 18 C-C', and D-D' in Randolph, Barbour, Preston, and Tucker Counties, West Virginia. 9 Geologic Cross Section B-B' in Randolph, Barbour and 20 Preston Counties, West Virginia. 10 Geologic Cross Section C-C' in Barbour County, West 22 Virginia. 11 Geologic Cross Section D-D' in Garrett County, Maryland 23 and Preston and Tucker Counties, West Virginia. 12 Comparison of Lime Requirements of 32 Upper Freeport Mine- 56 Soil Samples by Direct Ca(OH)2 Titration using a Rapid 5-Minute Boiling Method, and the Standard 4-Day Incuba- tion. 13 Relationship between Soiltest Lime Requirement and 57 Neutralization Potential. vi
------- No. Page 14 Soxhlet Extractor Modified for Procedure to Measure 69 the Relative Acid-Producing Potential of Coal. 15 Acid-Base Account Illustrating Net Acitity or 74 Alkalinity of a Section of Coal Overburden. 16 Composite of Data from Sites HH and 00, Showing 76 Comprehensive Characterization of Redstone and Pittsburgh Coal Overburden at One Locality. 17 Relationship between Sodium Bicarbonate Extractable 167 (Olsen's) and Acid Ammonium Fluoride Extractable (Bray's) Phosphorus in Overburden Samples Having a 1:1 pH of Less Than 6.5. 18 Microphotograph Showing Carbonate Acting as an 175 Effective Cementing Agent in a Calcareous Sandstone. 19 Microphotograph Showing Kaolinite Replacing Feldspar. 176 20 Microphotograph Showing a Mica Flake Flared at One 177 End by Invading Argillaceous Material. 21 Deckers Creek Quarry - Typical Face of the Active 183 Quarry Showing the Extreme Friability of the Connoquenessing Sandstone at This Location. 22 Core of Spheroidally Weathered Sandstone Protruding 185 from a Surface Mine Highwall. 23 Sandstone Boulders on an Old Spoil Bank Exhibiting 19i Variation in Resistance to Weathering. 24 Microphotograph Showing Minute Crack Between Grains. 193 25 Microphotograph Showing Grain Interlocking, Caused By 197 Growth of Secondary Quartz. 26 pH and Accumulative Release of Sulfur and Titratable 204 Alkalinity from Sample A-A', 15-10. 27 Weekly pH for Samples A-A', 14b-7, A-A1, 15-23, and 205 A-A', 15-11. vii
------- No. Page 28 Accumulative Release of Titratable Alkalinity for 206 Samples A-A', 14b-7, A-A', 15-23, and A-A', 15-11. 29 Accumulative Release of Sulfur from Samples A-A', 207 14b-7, A-A1, 15-23, and A-AT, 15-11. 30 Weekly pH's for Minewaste Samples A, B, C, D, and 208 E, with Variable Lime Treatments. 31 Accumulative Release of Titratable Acidity from 209 Minewaste Samples A, B, C, D, and E, with Variable Lime Requirements. 32 Accumulative Release of Sulfate-Sulfur from Mine- 210 waste Samples A, B, C, D, and E, with Variable Lime Treatments. 33 Weekly pH's for Sandstone Samples G, H, I, J, K, 211 and N, with Variable Lime Treatments. 34 Accumulative Release of Titratable Acidity from 212 Sandstone Samples G, H, I, J, K, and N, with Variable Lime Treatments. 35 Accumulative Release of Sulfate-Sulfur from Sand- 213 stone Samples G, H, I, J, K, and N, with Variable Lime Treatments. 36 Relationship of Sulfate-Sulfur Formation to Modified 215 pH of an Acid Sandstone Minesoil. 37 pH Versus Exchangeable Aluminum at Two Depths in 244 Sandstone Minesoil, Six Months After Surface Liming with Standard Agricultural Limestone. 38 pH Versus Exchangeable Aluminum at Two Depths in 245 Sandstone Minesoil, Six Months After Surface Liming with Standard Agricultural Dolomite. 39 Coal Production of Counties in Area of Study. 259 40 Bituminous Coal Production, Braxton County. 260 41 Bituminous Coal Production, Gilmer County. 261 VI11
------- No. Page 42 Bituminous Coal Production, Lewis County. 262 43 Bituminous Coal Production, Harrison County. 263 44 Bituminous Coal Production, Upshur County. 264 45 Bituminous Coal Production, Barbour County. 265 46 Bituminous Coal Production, Taylor County. 266 47 Bituminous Coal Production, Randolph County. 267 48 Bituminous Coal Production, Tucker County. 268 49 Bituminous Coal Production, Preston County. 269 50 Form Suggested for Presentation of Data Illustrating 302 Toxic or Potentially Toxic Material in a Section of Coal Overburden. IX
------- TABLES No. Page 1 A comparison of total acidity and pH, each determined by 59 two different methods, with extractable aluminum in three to eight year old Upper Freeport minesoils. 2 Coefficients of correlation for five different methods 61 used to determine the Cation Exchange Capacity of three to eight year old Upper Freeport minesoils. 3 Cation Exchange Capacity of three to eight year old 62 Upper Freeport minesoils as determined by five different methods. 4 Comparison of Organic Matter in three to eight year 65 old Upper Freeport minesoils by dry ignition and wet oxidation methods. 5 Sample characterization and Acid-Base Account of 79 Pittsburgh coal overburden at Site A-A', 17a. 6 Sample characterization and Acid-Base Account of 80 Pittsburgh coal overburden at Site A-A1, 17b. 7 Sample characterization and Acid-Base Account of 81 Pittsburgh coal overburden at Site A-A', 17c. 8 Sample characterization and Acid-Base Account of 82 Redstone coal overburden at Site HH. 9 Sample characterization and Acid-Base Account of 85 Pittsburgh coal overburden at Site 00. 10 Sample characterization and Acid-Base Account of 87 Pittsburgh coal overburden at Site A-A', 14a. 11 Sample characterization and Acid-Base Account of 89 Pittsburgh coal overburden at Site A-A', 14b. 12 Sample characterization and Acid-Base Account of 91 Pittsburgh coal overburden at Site A-A', 15. 13 Sample characterization and Acid-Base Account of 93 Redstone and Pittsburgh coal overburden at Site A-A', 12. x
------- No. Page 14 Sample characterization and Acid-Base Account of 95 Elk Lick coal overburden at Site PP. 15 Sample characterization and Acid-Base Account of 98 Upper Bakerstown coal overburden at Site IT. 16 Sample characterization and Acid-Base Account of 100 Lower Bakerstown coal overburden at Site FF-b. 17 Sample characterization and Acid-Base Account of 101 Bakerstown coal overburden at Site T (Project 14010EJE). 18 Sample characterization and Acid-Base Account of 103 Upper Freeport coal overburden at Site AA. 19 Sample characterization and Acid-Base Account of 105 Upper Freeport coal overburden at Site L (Project 14010EJE). 20 Sample characterization and Acid-Base Account of 107 Upper Freeport coal overburden at Site A (Project 14010EJE), 21 Sample characterization and Acid-Base Account of Upper Freeport and Lower Kittanning coal over- burden at Site B-B', 16. 22 Sample characterization and Acid-Base Account of Lower Kittanning coal overburden at Site B-B1, 18. 23 Sample characterization and Acid-Base Account of Lower Kittanning coal overburden at Site 0 (Project 14010EJE). 24 Sample characterization and Acid-Base Account of 117 Lower Kittanning coal overburden at Site B-B1, la. 25 Sample characterization and Acid-Base Account of 120 Lower Kittanning coal overburden at Sate B-B1, Ib. 26 Sample characterization and Acid-Base Account of 121 Lower Kittanning coal overburden at Site B-B', Ic. 27. Sample characterization and Acid-Base Account of 123 Sewell coal overburden at Site MM. xi
------- No. Page 28 Sample characterization and Acid-Base Account of 124 Sewell coal overburden at Site NN-a. 29 Sample characterization and Acid-Base Account of 125 Sewell coal overburden at Site NN-b. 30 Soiltest results for Upper Freeport coal over- burden at Site AA. 31 Soiltest results for Upper Bakerstown coal overburden at Site FF. 32 Soiltest results for Lower Bakerstown coal 135 overburden at Site FF-b. 33 Soiltest results for Redstone coal overburden at Site HH. 34 Soiltest results for Sewell coal overburden 139 at Site NN-b. 35 Soiltest results for Elk Lick coal overburden 142 at Site PP. 36 Soiltest results for Lower Kit tanning coal over- 145 burden at Site 0 (Project 14010EJE). 37 Soiltest results for Lower Kittanning coal 148 overburden at Site B-B', la. 38 Soiltest results for Lower Kittanning coal 151 overburden at Site B-B1, Ib. 39 Soiltest results for Lower Kittanning coal 152 overburden at Site B-B1, Ic. 40 Soiltest results for Pittsburgh coal over- 154 burden at Site A-A', 17a. 41 Soiltest results for Pittsburgh coal over- 155 burden at Site A-A1, 17b. 42 Soiltest results for Pittsburgh coal over- 156 burden at Site A-A1, 17c. xii
------- No. Page 43 Soiltest results for Pittsburgh coal overburden 157 at Site 00. 44 Soiltest results for Sewell coal overburden at Site MM. 159 45 Soiltest results for Sewell coal overburden at 160 Site NN-a. 46 Soiltest results for Upper Freeport and Lower 161 Kittanning coal overburden at Site B-B', 16. 47 Soiltest results for Lower Kittanning coal over- 163 burden at Site B-B', 18. 48 Correlation coefficients between amounts of available 168 phosphours extracted from overburden materials by three extractants. 49 Distribution of sand, silt, and clay in coal over- 171 burden material from several locations. 50 Clay mineral composition, from X-ray diffraction 173 analyses, of selected materials overlying the Bakerstown (Site Q) and Redstone (Site HH) coal seams. 51 Composition of sandstones included in the petrographic 179 study of sandstone weathering. 52 Simulated weathering of selected rock chip 201 samples for a thirty-two week period. 53 Simulated weathering of selected minewaste and 202 minesoil for an eleven week period. 54 Mechanical composition of Upper Freeport test core 217 samples, from Site B-B', 16, following artificially induced physical weathering. 55 Mechanical composition of test core of Upper and 219 Middle Kittanning overburden and underlying materials, from Site B-BT, 18, following arti- ficially induced physical weathering. xiii
------- No. 56 Mechanical composition of test core of Redstone and Pittsburgh overburden materials, from Site A-A', 12, following artificially induced physical weathering. 57 Sample characterization and Acid-Base Account of 22° selected mine waste samples from Surface Mining Province 1. 58 Soiltest results for selected mine waste samples from Surface Mining Province 1. 59 Sample characterization and Acid-Base Account of several Flyash samples. 9 60 Soiltest results for several Flyash samples. 61 Ranges of available plant nutrients corresponding to 234 low, medium and high amounts measured in the laboratory. 62 Means and significant differences among all soil 235 chemical analyses performed for each plant species on Site QQ. 63 Means and significant differences among all soil 236 chemical analyses performed for each plant species on Site SS. 64 Characterization and Acid-Base Account of minesoil 237 samples from the three to eight year-old areas QQ, RR and SS. 65 Fractionation of sulfur in 3 to 8 year old minesoils 238 developed from 3 dist'inct types of Upper Freeport overburden and fresh rock chip samples taken from the Bakerstown and Upper Freeport overburden. 66 Reserves and total production of coal in Braxton, 258 Gilmer, Lewis, Harrison, Upshur, Barbour, Taylor, Randolph, Tucker, and Preston counties, West Virginia. 67 Average analyses of ash and sulphur of Pittsburgh and 270 Redstone coals in an area of 880 square miles bisected by geologic cross section A-A1 (* = Outside area of investigation). xiv
------- No. Page 68 Average Analyses of ash and sulfur of Lower, Middle, 272 and Upper Kittanning, Lower and Upper Freeport, and Bakerstown coals in an area of over 500 square miles bissected by geologic cross section B-B'. xv
------- ACKNOWLEDGMENTS The following organizations have assisted in this work: (1) West Virginia Steering Committee for Surface Mine Research; (2) West Virginia Surface Mine and Reclamation Association; (.3) West Virginia Department of Natural Resources; (4) West Virginia Geo- logical and Economic Survey; (5) United States Department of Agriculture, Soil Conservation Service; (6) West Virginia University Soil Testing Laboratory. Valuable consultations and advice were provided, in resp.onse to our requests, by: Orus L. Bennett, Alan C. Donaldson, Frank W. Glover, Keith 0. Schmude, and Edward H. Tyner. The following people participated in the preparation of this report: John Thomas Ammons, James F. Ali, Thomas Arkle Jr., G. Edward Arnold, John R. Freeman, Walter E. Grube Jr., Milton T. Heald, Robert V- Hidalgo, Everett M. Jencks, Charles W. Lotz Jr., John J. Renton, John C. Sencindiver, Rabindar N. Singh, Richard Meriwether Smith, Andrew A. Sobek, and John W. Sturm. Assistants in the field and laboratory work included: Van A. Adams, Larry N. Bitner, Carlos P. Cole, Frank A. Doonan, David L. Idleman, Michael T. Kubina, R. Neal Peterson, Matthew B. Price, William C. West, and Donald F- Zimmerman. In consideration of the reader, who may have need to confer with the authors of individual major topics, the following list is provided: Geologic Considerations (Arkle, Grube, and Lotz) Soil Considerations (Sencindiver and Smith) Methods Adapted to Minesoils (Ali, Ammons, Freeman, Grube, Hidalgo, Jencks, Renton, Singh, Smith, Sobek and Sturm) Acid Producing Potential and Neutralizing Potential (Arkle, Grube, and Smith) Chemistry and Mineralogy of Overburden Profiles (Ali, Grube, Singh and Smith) Petrographic Investigation of Sandstone Weathering (Arnold and Heald) Laboratory Weathering Studies (Ali, Grube and Sobek) Characterization of Mine Wastes (Freeman, Grube and Smith) Evidence from Old Minesoils (Ammons, Sobek, Smith and Sturm) Minesoil Interactions with Plant Covers and Management (Ammons, Smith and Sturm) The support of the project by the Office of Research and Development, U.S. Environmental Protection Agency, and the help provided by Benton M. Wilmoth, Grant Project Officer, and Ronald D. Hill, is grate- fully acknowledged. xvi
------- SECTION I CONCLUSIONS 1. Successful pollution control and land-use planning for surface mining depend upon choice of measurements and creation of systems that fit local conditions. 2. Logging of test cores and high walls can now be used by any experienced person to make distinctions needed that convey useful information about minesoil to help achieve environmental objectives. Standard criteria include: Cl) rock color by comparison with Munsell color charts; (2) rock hardness compared to fingernail or knife; (3) rock streak on white streak plate; (4) rock grittiness (sandiness) or smoothness; (5) rock splitting tendency into thin layers; (6) rock layering alternation (interlayering); (7) rock fizzing in dilute hydrochloric acid. 3. The acid-base accounting method is a useful means of rating coal overburden materials for proper placement in surface minespoils, to assure favorable and productive materials for anticipated uses of minesoils. 4. Toxic or potentially toxic coal overburden associated with .acidity may be defined satisfactorily for many purposes by three measurements: (1) pH of the pulverized rock slurry in distilled water; (2) total or pyritic sulphur; (3) neutralization potential against hydrochloric acid. The methods and calculations required are described in detail under "Methods Adapted to Minesoils" (Section VI). 5. Field and laboratory measurements indicate that the rate of formation of sulphates from pyritic sulphur is reduced sub- stantially by raising the pH of acid minesoils by liming. Presumably, the reduced rate results from reduced activity of the chemoautotrophic bacteria involved, even though chemical oxidation processes continue.
------- 6. Plant-available phosphorus extraction with a buffered sodium bicarbonate solution is better adapted to the wide range of pH and associated chemical conditions in minesoils than acid extraction methods, and should be used to improve the accuracy of recommendations for phosphorus fertilization. 7. Topsoiling materials for use on minesoils are readily classified into three kinds: (1) Synthetic topsoils; (2) Weathered topsoils (free of pyritic acid because of natural weathering; and (3) Geologic topsoil (favorable because of natural basic materials and plant nutrients deposited geologically). Synthetic materials are used primarily as mulches to aid quick establishment of ground covers. 8. Recent studies of old sandstone minesoils confirm that low pH and plant nutrient levels are prime causes of persistent lack of volunteer vegetation, although low water-holding capacities may limit growth rates and yields. Very little plant invasion occurs at pH below 4.0 and with very low available phosphorus. In general, the relative requirements of invading tolerant plants in vegetated versus barren areas were: redtop > black birch > deertongue > broom sedge > poverty grass (Danthonia spicata) > red maple > barren. Moderate liming and fertilization should assure total revegetation since plants are growing wherever pH and nutrient levels are only slightly higher than barren. 9. Petrographic (microscopic study of thin sections) observations, gentle laboratory dispersion in Calgon, and field observations agree that sandstones represented in the Coal Measures are variable in inherent strength or stability and the percentage of fines for soil formation is likely to provide important soil differences at different locations. Methods of observation and testing are being perfected to predict soil textures as well as chemical properties of minesoils. 10. Adaptation of other laboratory methods to fresh overburden materials or to old spoils include the following: (1) carbon, by two methods; (2) cation exchange capacity by 5 methods; (3) available phosphorus by 3 methods; (4) "lime requirement" by 4 methods; (5) sulphate removal by solution; (6) potassium, calcium and magnesium by acid extraction and atomic adsorption measurement; (7) exchangeable aluminum by neutral salt extraction and atomic adsorption measurement; (8) particle sizes by screening, gentle, prolonged shaking in Calgon solution and sedimentation; (9) moisture retention against variable pressure potentials; (10) mineral identification in thin sections and in
------- grain mounts by optical (petrographic) methods; (11) mineral identification by x-ray diffraction by oriented slides; (12) mineral identification by differential thermal analysis. 11. This report expands and confirms previous findings regarding the pyrite-free weathered zone approximating 20 feet of depth below the land surface in Lower Mahoning sandstone over Upper Freeport coal and in Saltsburg sandstone over the Bakerstown coal where the Saltsburg is not replaced by mudrocks. In one case (Site B-BT 1 Whitman Flats) the sandstone over Kittanning coal retained its low chroma and pyritic acid potential almost to the soil surface. 12. Surface Mining Province #3, typified by the Pittsburgh-Redstone interval, contains an abundance of neutralizing material in calcareous mudrocks and limestones for burying all toxic or potentially toxic horizons. 13. The geologic section within Surface Mining Province #3, from northcentral Barbour County on the northeast to the environs of Glenville on the southwest shows limits of Pittsburgh and Redstone coal both eastward and westward from the central basin and helps explain coal production in Braxton, Gilmer, Lewis, Upshur, Barbour, Harrison and Taylor counties. 14. Chemical and physical analyses of overburden materials from locations extending from the center to the peripheral areas of the major coal basin (Pittsburgh and Redstone seams) confirm observed changes in overburden composition associated with location within the depositional basin. These changes include thinning of limestone beds coincident with thinning of the coal toward the edges of the basin, encroachment of "red beds" of calcareous dusky red mudstone from outside areas toward the coal basin proper, and zones of pyritic, potentially acid- forming, channel sandstones associated with localized areas of high sulfur coal. 15. Kittanning coals of the Allegheny Formation (Surface Mining Province #2) involve overburdens that contain less neutralizing potential than overburdens in Province #3. This confirms the validity of placing Kittanning intervals in Province #2, together with Freeport and associated coals. Careful selection of near- neutral or carbonate containing mudrocks may be necessary in order to bury all potentially toxic overburden and assure favorable topsoil. However, in all cases studied it is possible to assure favorable soil for reclamation and use, and some of the best minesoil and reclamation in the State occurs on properly managed Lower Kittanning overburden near Brandonville, Preston County.
------- SECTION II RECOMMENDATIONS 1. Surface miners working in the Pittsburgh-Redstone interval of Surface Mining Province #3 should leave only selected neutral or slightly alkaline mudrock in the surface foot of the graded spoil. In most cases this material will fizz in dilute hydro- chloric (muriatic) acid CSections IV and VII). 2. Surface miners of Kittanning coals of Surface Mining Province #2 should select overburden for placement in the surface foot of graded spoil which meets the requirement of being neither toxic nor potentially toxic by simplified standards that we have developed (Sections IV and VII). 3. Overburden associated with the Bakerstown and Brush Creek coals should be considered marginal between Surface Mining Provinces #2 and #3. Sufficient favorable mudrock (or shale) should be selected from the overburden to assure burial of all potentially toxic material as well as unusable cobbles and boulders that are often found on the original land surface (Sections IV and VII) 4. Although the Sewell coal overburden, Surface Mining Province #1, where studied in northern Greenbrier County, is very low in total sulphur and is neither toxic nor potentially toxic, surface miners should select mudrocks or shales for placement in the surface foot of graded spoil which will weather quickly enough to assure at least 50% fines (less than 2 mm diameter) for favorable soil water relations. Different relationships may exist elsewhere in the Sewell coal field (Sections IV and VII). 5. Surface miners should learn to distinguish consistently between black materials that are high in organic carbon and those that appear black for other reasons. In general, rocks that give a very dark streak or powder (i.e. Munsell color value of three or less) are high in carbon (greater than 20%) and are likely to be toxic, whereas some shales, mudrocks and limestone
------- which appear black but which give a light streak or powder have no potential for toxicity (Section VII). 6. Surface miners should study their coal overburden in advance so as to plan for more efficient handling and placement. 7. At least three laboratory measurements should be made of over- burden if acidity is a potential problem. These are: (1) pH of pulverized rock slurry in distilled water; (2) total or pyritic sulphur; and (3) neutralization potential against a strong acid (Section VII). 8. In reclaiming acid minesoils emphasis should be placed on working pulverized limestone into the top 3 to 6 inches of graded spoil well in advance of fertilizing and seeding (Section XIII). 9. Greater emphasis should be placed on use of plant nutrient tests that are appropriate for the nature of the minesoils. For example, phosphorus extraction with buffered sodium bicarbonate should give more reliable results than acid extractions with many minesoils (Section VIII). 10. Greater emphasis should be placed on establishment of legumes even though such emphasis may require thinner stands of grass and slower initial groundcover (Sections XII and XIII). 11. More attention should be given to the rate of physical weathering of overburden and the final particle sizes and water-holding capacities to be expected from different rock horizons. 12. Surface miners should encourage the classification and mapping of minesoils within the comprehensive system used by the U.S. Dept. of Agriculture and State Agricultural Experiment Stations and other agencies. This will aid reclamation and proper use of/ minesoils as important natural resources the same as other soils (Section V). 13. Topsoiling should involve careful selection of the best available material for placement on the land surface. In some instances the best material may be geologic material occurring below the weathered zone in the overburden section (Sections VII and VIII). 14. If legal restrictions permit, many high walls should be used as an aid to creation of desirable, gently sloping land and to help prevent excessively long credible slopes that contribute to downstream sedimentation.
------- 15. Pre-pedologic studies of soil parent materials (including coal overburdens) should be continued until we can assure that placement, treatment, and continuing management will produce consistently predictable results for anticipated agricultural, forestry, engineering and recreational uses of minesoils. 6
------- SECTION III INTRODUCTION This study was conducted in order to obtain information necessary to guide surface mining operations and mine spoil reclamation on rapidly expanding acreages in northern and central West Virginia. Considerable geologic and soils information is available regarding rock sections above the coals in this area, but use of this information requires proper identification of position in the section as well as inter- pretations of behavior when previously buried rocks are exposed to surface or near surface environments. Moreover, the qualities of many rocks are not known in terms of influence on soil formation and water quality. This report expands information developed and reported as EPA Project 14010 EJE 12/71, "Mine Spoil Potentials for Water Quality and Controlled Erosion", and extends these findings to other coal over- burden materials and neighborhoods of active or planned surface mining. Improved methods of characterizing coal overburden and minesoil materials according to suitability for placement in the spoil should lead to improved or more economical methods of preventing water pollution from minesoils and mine wastes and increase success of vegetation and planned land use. The following objectives were fulfilled in order to develop sufficient information to assure that variable earth materials in surface mine spoils and mine wastes were placed and treated appropriately for prevention of water pollution and development of desirable soils and landscapes: (1) identification, correlation, description, and analysis of soil and rock strata in regions where surface mining is in progress or planned; (2) determination of chemical, physical, and mineralogical properties of soil, rock, mine spoil, and mine waste samples involved in water quality problems; (3) determination of natural or induced weathering processes and rates for earth materials in known or controlled environments; (4) determination of interactions among spoils, amendments, plants, and water over both short and long time intervals.
------- In addition to new information regarding properties of the coal over- burden and mine waste materials discovered during this work, the coworkers in these studies, providing interrelated competence in geology, soils, chemistry, plant science, and general conservation, have been able to develop new technology or adapt existing method- ology to quantify chemical and physical parameters that are most meaningful in understanding the problems of preventing water pollu- tion and maintaining desirable plant growth on these materials.
------- SECTION IV GEOLOGICAL CONSIDERATIONS INTRODUCTION The following discussion and illustrations review the geological approach used in the methodical study of coal overburdens and mine spoils in Surface Mining Provinces 1, 2 and 3 of West Virginia (Figure 1) as defined in the report Mine Spoil Potentials for Water Quality and Controlled Erosion (West Virginia University, 1971a p. 12-18). Geologic studies under EPA Project S 800745, 1971-1973, were conducted in Gilmer, Lewis, Upshur, Barbour, Harrison and Taylor counties (Surface Mining Province 3); Preston, Mineral, Grant, Tucker, Randolph and Barbour (Surface Mining Provinces 2 and 3); and Greenbrier (Surface Mining Province 1) counties, West Virginia. The illustrations in areas of principal study in this report depict the characteristic associations of beds in Surface Mining Province 3 (geologic cross section A-A1 representing an area of some 800 square miles) (Figures 4, 5, 6, and 7) of Gilmer, Lewis, Upshur, Barbour, Harrison and Taylor counties and in Surface Mining Province 2 (geologic cross sections B-B1 and C-C' representing an area of over 600 square miles and D-D1) (Figures 4, 5, 8, 9, 10 and 11) and correlative beds of Surface Mining Province 3 generally high in the hills of Randolph, Barbour, Preston, and Tucker counties, West Virginia. Work has been conducted in smaller areas of Mineral, Grant and Greenbrier counties, West Virginia (Figure 4). The delineation of Surface Mining Provinces in West Virginia is based on the gross physical and chemical characteristics of thick sections of rocks and associated coals and physiographic development of large areas which reflect the depositional history and the general geology of coal-bearing rocks of West Virginia.
------- n Horizon of the Pittsburgh Cool Base of the Pennsylvania!) System Limit of minable coal in Province 3 Direction of thickening of basins of deposition \ Surface mining provinces SURFACE MINING PROVINCES IN WEST VIRGINIA Figure I
------- FEET 500 I 000 1500 SOUTHERN FIELD GROUP OR FORMATION - UJ 0 z o K 0. 0 z z UJ o or o 0) CHARLESTON KANAWHA U = NEW RIVER POCAHONTAS WAYNESBURG PITTSBURGH GEOLOGIC DIVISION- Soltsburg sandstone- BAKERSTOWN- PEDOLOGIC DIVI UPPER FREEPORT No 5 BLOCK LOWER KITTANNIN6 , s u !^\ ^*^" N >T < 1 46 ^^^HBHi^H 1 DUNKARO MONONGAHELA CONEMAUGH ALLEGHENY POTTSVILLE It UJ O Z o OL 0. (9 Z z 2 U u. IT (0 U UJ ooo
Proceeding of the 24th International Conference on Industrial Engineering and Engineering Management 2018
Introduction
This book records the new research findings and development in the field of industrial engineering, and it will serve as the guidebook for the potential development in industrial engineering and smart manufacturing. It gathers the accepted papers from the 24th International conference on Industrial Engineering and Engineering Management held at Central South University of Forestry and Technology in Changsha during May 19-20, 2018. The aim of this conference was to provide a high-level international forum for experts, scholars and entrepreneurs at home and abroad to present the recent advances, new techniques and application, to promote discussion and interaction among academics, researchers and professionals to promote the developments and applications of the related theories and technologies in universities and enterprises, and to establish business or research relations to find global partners for future collaboration in the field of Industrial Engineering. It addresses diverse themes in smart manufacturing, artificial intelligence, ergonomics, simulation and modeling, quality and reliability, logistics engineering, data mining and other related fields. This timely book summarizes and promotes the latest achievements in the field of industrial engineering and related fields over the past year, proposing prospects and vision for the further development.
Keywords
Smart Manufacturing Artificial Intelligence Ergonomics Simulation and modeling Quality and reliability
Editors and affiliations
- George Q. Huang
- Chen-Fu Chien
- Runliang Dou
- 1.Department of Industrial and Manufacturing Systems EngineeringThe University of Hong KongHong KongHong Kong
- 2.Department of Industrial Engineering and Engineering ManagementNational Tsing Hua UniversityHsinchuTaiwan
- 3.Department of Information Management and Management ScienceTianjin UniversityTianjinChina
Bibliographic information
What’s New in the Easy CD-DA Extractor 5.0.7.3 serial key or number?
Screen Shot
System Requirements for Easy CD-DA Extractor 5.0.7.3 serial key or number
- First, download the Easy CD-DA Extractor 5.0.7.3 serial key or number
-
You can download its setup from given links: