Easy CD-DA Extractor 5.0.7.3 serial key or number

Easy CD-DA Extractor 5.0.7.3 serial key or number

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

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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

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Ø 63

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G.23 RETAINING GUIDE PILLAR Sheet Lifting - Pin

G.22

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NOTE: ‘LO’ Length will be produced as per request.

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27


GUIDE PILLAR G.17 Unlubricated - Plain Type Guide Pillar

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100

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EPA-670/2-74-070 October 1974 Environmental Protection Technology Series MINE SPOIL POTENTIALS FOR SOIL AND WATER QUALITY ••BHBI National Environmental Research Center Office of Research and Development U.S. Environmental Protection Agency Cincinnati, Ohio 45268
------- 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
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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. 1.Department of Industrial and Manufacturing Systems EngineeringThe University of Hong KongHong KongHong Kong
  2. 2.Department of Industrial Engineering and Engineering ManagementNational Tsing Hua UniversityHsinchuTaiwan
  3. 3.Department of Information Management and Management ScienceTianjin UniversityTianjinChina

Bibliographic information

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