frame dam hydraulic

7/26/2019 Frame Dam Hydraulic

http://slidepdf.com/reader/full/frame-dam-hydraulic 1/13

PT MELU BANGUN WIWEKAwww.mbwpt.com

6

E

32 4

C

B

A

1 32 4

5 7 8

F

E

D

5 6 7

C

B

8

A

SCALE

CONTRACTOR DWG. NO

PROJECT NO. DWG. NO. M.F. NO. REVTYPE

DESCRIPTIONDATENO. DGNDRN APPCKCK

CONTRACTOR

PROJECT

WAMPU HYDRO-ELECTRIC POWER PLANT

(15MW x 3UNITS)

Wampu Electric Power CLIENT

MANUFACTURER DWG. NO

MANUFACTURER

ENGINEERING

F

D

1

1.16

450

7 5

9

12

1.14

1670

3 8

12

1.13

2080 12

1.12

38

3 8

12

1.15

1 2 0

4 0 12x205= 2460

40

205

2710

5 2 7

1650 530

40

3 0 2

450

1 8 5

400

200 3 5

3 8 0 1 9 0

3 5

4 0

32 x 14 THRU ALL

M16x2.0 - 6H THRU ALL

4504040 40

1650

825

530 530

1 1 5

7 5

450 40

527

9

1.6

1 6 0

77

7 0

4 5

214

2 x 18 THRU

9

1.7

3 3 3 1

0 0

8 5

100

160

30 9

1.9

204

WF 300 x 150 x 6.5 x 9

150

3 0 0

1.8

178.5

501.5

1 0 6

C30

WF 300 x 150 x 6.5 x 9

150

3 0 0

1.10

38

2 2 0

12

1.11

38

1 5 0

AN

1:8

TNK

BOTTOM BEAM ASSY

UD

FILE NAME : Bottom Beam Cast-Sheet3.SLDDRW

00

HYDRAULICS GATE GUIDE FRAME

00

G13P05-M04-001-001 (SHEET 3 OF 3)

DAM HYDRAULICS ROLLER GATE

7/8/2014

BEAM STRUCTURE

1.1

2710

2 0 0

25

1.2

2710

3 0 0

25

1.3

200

2 3 6

25

1.4

323.5

3 0 0

25

1.5

71.5

2 8 2

2xC16




6

E

32 4

C

B

A

1 32 4

5 7 8

F

E

D

5 6 7

C

B

8

A

SCALE

CONTRACTOR DWG. NO



CONTRACTOR

PROJECT


(15MW x 3UNITS)



MANUFACTURER

ENGINEERING

F

D

1

527

530 1650

825

40

1 1 5

530

7 5

450 4504040 40

1.15

530

225

5 2 7

825

M16x2.0 - 6H THRU ALL

2710

400

200

3 8 0

1 9 0

1 2 0

12x205= 2460

205

40

1 8 5

4 0

1650

40

450 3 5

4 8 7

32 x 14 THRU ALL

40

A

A

AN

FILE NAME : Bottom Beam Cast-Sheet4.SLDDRW

BOTTOM BEAM ASSY


00

00

G13P05-M04-001-001 (SHEET 4 OF 4)


7/8/2014 UD

1:10

TNK

BEAM STRUCTURE

NO. PART NAME WEIGHT (KG) MATERIAL QTY. REMARK

1.15 S EAL CASE 464.20 FC50 1

SECTION A-A

115

75

3 0 2

4 0

4 0




6

E

32 4

C

B

A

1 32 4

5 7 8

F

E

D

5 6 7

C

B

8

A

SCALE

CONTRACTOR DWG. NO



CONTRACTOR

PROJECT


(15MW x 3UNITS)



MANUFACTURER

ENGINEERING

F

D

1

1:8

AN TNK

BOTTOM BEAM ASSY

FILE NAME : Clamping Plate.SLDDRW

00


00

G13P05-M04-001-002


7/8/2014 UD

CLAMPING PLATES

REAR CLAMPING PLATE

8 2

2 5

12x205= 2460

1230205

2630

4 5 °

4 5 °

246682 82

13 x 18 THRU ALL 26 16

82

43

2 5

25

7 4 °

2630

7 5

FRONT CLAMPING PLATE

205 820

16

1730

4 5 ° 4

5 °

8282

8x205= 1640

9 x 18 THRU ALL 26

8 2

2 5

1894

7 5

82

43

25

2 5

7 4 °

25

2 6

1 2 0

8 2

1 7 6

4 5 °

82

2 x 18 THRU ALL 26 16

7

5

43

25

2 5

7 4 °

LEFT CLAMPING PLATE 1

2 5 8

25 2 6

3 8 0

1 9 0

4 5 °

3 9 6

8 2

82

3 x 18 THRU ALL 26 16

7 5

43

2 5

25

7 4 °

LEFT CLAMPING PLATE 2

4 7

8

1 2 0

25

16 4 5 °

1 7 6

2 6

2 x 18 THRU ALL 26 8

2

RIGHT CLAMPING PLATE 1

2 5 8

43

25

2 5

7 5

82

7 4 °

2 6

1 9 0

3 8 0

16

4 5 °

3 9 6

8 2

3 x 18 THRU ALL 26

25

7 5

43

25

2 5

82

7 4 °

RIGHT CLAMPING PLATE 2

4

7 8




6

E

32 4

C

B

A

1 32 4

5 7 8

F

E

D

5 6 7

C

B

8

A

SCALE

CONTRACTOR DWG. NO



CONTRACTOR

PROJECT


(15MW x 3UNITS)



MANUFACTURER

ENGINEERING

F

D

1

25

364

7 5

39

2525

286

216

7 5

138 39

25 25

TNK

BOTTOM BEAM ASSY

FILE NAME : Rubber Seal.SLDDRW

00


00

G13P05-M04-001-003


7/8/2014 UD

1:10

AN

SEAL

SEAL

364

2544

4 3 5

1816

908

364

2 1 9

A A

B

B

1866

933

1894

947

286

2 5

286

2494

314

7 5

435

396

SECTION A-ASCALE 1 : 5

2 5

SECTION B-B

SCALE 1 : 5

2 5




6

E

32 4

C

B

A

1 32 4

5 7 8

F

E

D

5 6 7

C

B

8

A

SCALE

CONTRACTOR DWG. NO



CONTRACTOR

PROJECT

WAMPU HYDRO-ELECTRIC POWER PLANT(15MW x 3UNITS)



MANUFACTURER

ENGINEERING

F

D

1

5 °

3 5


1.4 RAIL BAR 96.43 SUS304 1 SQ BAR 2"x 2"

1.3 ANCHOR PLATE 2.75 SS400 10 FB 12 x 75

1.2 PLATE 0.71 SS400 1 PL=12

1.1 CHANNEL 1 120.06 SS400 1 UNP 150 x 75 x 9

VERTICAL RAIL 244.75 1

50

5 0

2xC5

AN TNK

FILE NAME : Hydraulics Bottom Guide Rail.SLDDRW

00


00

G13P05-M04-003


7/1/2014 UD

1:15

BOTTOM GUIDE RAIL

TYP6

6TYP

1 0 0

1 5 0

300

150 2 5 0

5 0 0

22 THRU 1 5 0

20x

8 x 5 0 0 = 4

0 0 0

324 x 10.20 35M12x1.75 - 6H

1 0 0

1.4

1.3

1.1

1.2

6TYP

150

75

400

1 3 7

1 2

5 0 125

1.1

5000

UNP 150 x 75 x 9

75

1 5 0

1.2

7 0

33

66

1 3 0 . 5

2xC15

9 1 . 5

2 x 18 THRU ALL

12

1.3

7 5

50

400

300

3 7 . 5

2 x 2 2 THR U

12

1.4

100150

5000

150

100

2 5

4 x 10.20 35M12x1.75 - 6H 32




6

E

32 4

C

B

A

1 32 4

5 7 8

F

E

D

5 6 7

C

B

8

A

SCALE

CONTRACTOR DWG. NO



CONTRACTOR

PROJECT




MANUFACTURER

ENGINEERING

F

D

1

R 4 8 8 .5

NO. PART NAME DRAWING-NO MATERIAL QTY REMARK

6 HEX BOLT, PLAIN WASHER A325M 8 M16x2-90LG

5 SPLIT PIN STEEL 8

4 PIN G13P05-M04-004-002 SUS304 4 RB=25

3 PLAIN WASHER STEEL 6

2 HINGE COLUMN G13P05-M04-004-002 SS400 1

1 EMBEDDED COLUMN G13P05-M04-004-001 SS400 1

TNK

FILE NAME : Hinge Vertical Beam.SLDDRW

00


00

G13P05-M04-004


7/8/2014 UD

1:8

AN

HINGE VERTICAL COLUMN ASSY

5 3 0

1 6 8 0

314.5

5 8

5 3 0

5 3 0

3 0 0

478

1 2 8

5 3 0

4 1 2

5 3 0

8 0

4 x 3 0 0 = 1

2 0 0

152

314.5

4 7 8

4 7 6




6

E

32 4

C

B

A

1 32 4

5 7 8

F

E

D

5 6 7

C

B

8

A

SCALE

CONTRACTOR DWG. NO



CONTRACTOR

PROJECT




MANUFACTURER

ENGINEERING

F

D

1

1:8

AN TNK


FILE NAME : Hinge Vertical Frame-Fix Type 2.SLDDRW

00


00

G13P05-M04-004-001


7/10/2014 UD

EMBEDDED COLUMN


1.5 RIB PLATE 0.33 SS400 4 T=9

1.4 HINGE BAR 1.38 SS400 4 T=22

1.3 PLATE 1 2.61 SS400 6 T=12

1.2 HUB PLATE 3.51 SS400 6 T=22

1.1 CLAMPING BAR 32.59 SS400 2 SQ BAR 50x50

1 1

10TYP

1 2 6

1 7 5

12

7 7

3 8 0

115

152

4

7 8

1 7 6

7 7

10TYP

A

152

1 6 8 0

20.5

50

20.5

B

300

478

200 176

126

3 0 0

M20x2.5 - 6H 40

4 x 3 0 0 = 1

2 0 0

5 3 . 5

3 x 5 3 0 =

1 5 9 0

22 THRU ALL

176

8 x 17.5 52.50

12 x

8 0

12TYP

DETAIL ASCALE 1 : 4

20.5

8TYP

8TYP

DETAIL BSCALE 1 : 4

100

1 0 0

4 5 °

1.1

80 530 412 530

1680

8 x 17.5 52.5M20x2.5 - 6H 40

SQ BAR 50x50

50

5 0

1.2

380

300 40 12

1.3

175

2xC15

150

25.5 THRU ALL

22

1.5

42.5

142.5

4 5 °

90°

9

1.2

226

9 0

22




6

E

32 4

C

B

A

1 32 4

5 7 8

F

E

D

5 6 7

C

B

8

A

SCALE

CONTRACTOR DWG. NO



CONTRACTOR

PROJECT




MANUFACTURER

ENGINEERING

F

D

1

UNP 250 x 90 x 9

90

2 5 0

1.1

412 530

1680

80 530

8 x 17.5 52.5M20x2.5 - 6H 40

SQ BAR 50x50

50

5 0

1.2

380

300 40 12

1.3

175

150

2xC15 25.5 THRU ALL

22

1.5

42.5

142.5

4 5 °

90°

9


1.5 RIB PLATE 0.33 SS400 4 T=9

1.4 VERTICAL CHANNEL 58.12 SS400 1 UNP 250 x 90 x 9

1.3 HINGE BAR 1.38 SS400 4 T=22

1.2 PLATE 1 2.61 SS400 6 T=12


1 EMBEDDED COLUMN 145.83 SS400 1

TNK


FILE NAME : Hinge Vertical Frame-Fix.SLDDRW

00


00

G13P05-M04-004-001


7/10/2014 UD

1:8

AN

EMBEDDED COLUMN

8TYP 4

7 8

1 2 6

3 8 0

1 2

6 5

1 2

6 5

115

152

1 7 5

A

1 6 8 0

TYP10

8TYP

B

4 x 3 0 0 = 1

2 0 0

176

37

8 0

3 0 0

25

5 3 . 5

25

M20x2.5 - 6H 40

3 x 5 3 0 =

1 5 9 0

22 THRU ALL

8 x 17.5 52.50

12 x

300

37

12TYP

DETAIL ASCALE 1 : 4

20.5

20.5

TYP8

8TYP

DETAIL BSCALE 1 : 4

100

1 0 0

4 5 °

1.4

1680




6

E

32 4

C

B

A

1 32 4

5 7 8

F

E

D

5 6 7

C

B

8

A

SCALE

CONTRACTOR DWG. NO



CONTRACTOR

PROJECT




MANUFACTURER

ENGINEERING

F

D

1

TNK


FILE NAME : Hinge Vertical Frame.SLDDRW

00


00

G13P05-M04-004-002


7/13/2014 UD

1:8

AN

HINGE COLUMN


2 PIN 0.26 SUS304 4 R B=25

1.3 MAIN BAR 74.18 SS400 1 SQ BAR 75x75

1.2 HINGE PLATE 7.93 SS400 4 T= 22


1 HINGE COLUMN 170.63 SS400 1

2

5 3 0

4 1 2

476

176100

1 2 8

5 3 0

3 x 5 3 0 =

1 5 9 0

5 3 0

8 0

212.5

8 7 . 5

7 5

75

476

2 1 2 . 5

451

126

226

25

1.2

250

401

2 1 2 . 5

50

376 25

226 125

7 5

2 5

1 1 2 . 5

1 2 5

2xC15 22

1.1

1680

2 5

80 530 412 530

5 0

SQ BAR 50x50

50

5 0

1.3

1680 75

7 5

60 5

2xC1

70

2x 5 THR U

1 32 4 6 8




6

E

32 4

C

B

A

1 32 4

5 7 8

F

E

D

5 6 7

C

B

8

A

SCALE

CONTRACTOR DWG. NO



CONTRACTOR

PROJECT




MANUFACTURER

ENGINEERING

F

D

1

NO. PART NAME DRAWING-NO MATERIAL QTY. REMARK

7 SIDE ANCHOR (TYPE 9) G13P11-M09-000 14 M20x2.5

6 SIDE ANCHOR (TYPE7) G13P11-M07-000 32 M20x2.5

5 HEX BOLT, L.WASHER, NUT A325M 12 M16x2-65LG

4 HINGE VERTICAL COLUMN ASSY G13P05-M04-004 2

3 VERTICAL COLUMN G13P05-M04-003 2

2 VERTICAL RAIL G13P05-M04-002 2

1 BOTTOM SEAL BEAM ASSY G13P05-M04-001 1

1:30

AN

FILE NAME : Hydraulics Gate Guide Frame Assy.SLDDRW

00


00

G13P05-M04-000


7/7/2014 UD TNK

1

5 4 4 0

BB

A

5 x 5 0 0 = 2

5 0 0

3 4 0 0

2 5 0

5 0 0

8 x 5 0 0 =

4 0 0 0

2 5 0

5 0 0

3 x 5 0 0 =

1 5 0 0

2

4

6

ROLLER SPAN 2550 37

SECTION B-B

5

DETAIL ASCALE 1 : 8

1 32 4 5 6 7 8




6

E

32 4

C

B

A

1 32 4

5 7 8

F

E

D

5 6 7

C

B

8

A

SCALE

CONTRACTOR DWG. NO



CONTRACTOR

PROJECT




MANUFACTURER

ENGINEERING

F

D

1

2 8 4 3

NO. PART NAME DRAWING-NO MATERIAL QTY. REMARK

9 SEAL G13P05-M04-001-003 N.B.R 1

8 HEX SOCKET BOLT A325M 32 M16x2-90 LG

7 LEFT CLAMPING PLATE 1 G13P05-M04-001-002 FC50 1

6 LEFT CLAMPING PLATE 2 G13P05-M04-001-002 FC50 1

5 RIGHT CLAMPING PLATE 2 G13P05-M04-001-002 FC50 1

4 RIGHT CLAMPING PLATE 1 G13P05-M04-001-002 FC50 1

3 REAR CLAMPING PLATE G13P05-M04-001-002 FC50 1

2 FRONT CLAMPING PLATE G13P05-M04-001-002 FC50 1

1 BEAM STRUCTURE G13P05-M04-001-001 1

AN TNK

FILE NAME : Bottom Seal Beam Assy.SLDDRW

00


00

G13P05-M04-001


7/8/2014 UD

1:15

BOTTOM BEAM ASSY

2710

10

3138

1 3 1

2180

56

9

428

7

3

A

2710

2984

2710

1275

1650

3138

530

8 6 0

3 3

3

ROLLER SPAN 2550

7 0

6 7 5

1

0 0

2 9 2

100

50

1492

1

4 4 0 3

0 9

860

10

336

1 32 4 5 6 7 8




6

E

32 4

C

B

A

1 32 4

5 7 8

F

E

D

5 6 7

C

B

8

A

SCALE

CONTRACTOR DWG. NO



CONTRACTOR

PROJECT




MANUFACTURER

ENGINEERING

F

D

1

2 8 4 3

TNK

FILE NAME : Bottom Beam Cast.SLDDRW

BOTTOM BEAM ASSY


00

00

G13P05-M04-001-001 (SHEET 1 OF 3)


7/8/2014 UD

1:20

AN

BEAM STRUCTURE

1.10

1.5

1.111.141.151.16

TYP8

8TYP

1077.5

2180

1077.5 25

2710204 204

3 0 9

9

10

4 4 0 10

9

1.6

1.7

1.12

A

265

2710

1650

530

8 6 0

2 9 2

7 0

6 7 5

1 0 0

825

2450

1225

100100

3138

2984

1492

265

2550

1.4

1.3

1.1

1.2

1.8

8TYP

9

10

850

323.5

3 0 9

501.5

1.9

1.138

TYP

1275

2550

3138

6 G RI NDI NGTYP

6 G RI NDI NGTYP

DETAIL ASCALE 1 : 10

400

200

2 9 2

7 0

3

5

6 7 5

1 0 0

214

2 4 7


1.16 STOPER PLATE 2.38 SS400 2 T=9

1.15 SEAL CASE 464.20 FC50 1

1.14 PLATE 10 5.98 SS400 1 FB 12x38

1.13 PLATE 9 7.45 SS400 1 FB 12x38

1.12 PLATE 8 0.14 SS400 4 FB 12x38

1.11 PLATE 7 0.54 SS400 2 FB 12x38

1.10 PLATE 6 0.79 SS400 2 FB 12x38

1.9 BEAM 2 7.46 SS400 2 WF 300 x 150 x 6.5 x 9

1.8 B EAM 1 15.44 SS400 2 WF 300 x 150 x 6.5 x 9

1.7 PLATE 6 3.69 SS400 2 T=9

1.6 PLATE 5 2.38 SS400 2 T=9

1.5 STIFFENER 1 1.41 SS400 16 T =9

1.4 PLATE 4 19.05 SS400 2 T =25

1.3 PLATE 3 9.26 SS400 2 T=25

1.2 PLATE 2 159.55 SS400 1 T=25

1.1 PLATE 1 106.37 SS400 1 T=25

1 BEAM STRUCTURE 888.65 1

1 32 4 5 6 7 8




6

E

32 4

C

B

A

1 32 4

5 7 8

F

E

D

5 6 7

C

B

8

A

SCALE

CONTRACTOR DWG. NO



CONTRACTOR

PROJECT




MANUFACTURER

ENGINEERING

F

D

1

6TYP

3 0 9

9

160

150

5

1.5

1.8

1.7

TYP 6

6TYP

511.5

10

9

251.5

178.5

1 1 5

2630

1315

1 2 7

450450

1 2

1.15

1.10

6TYP

4 6

9 3

4 6

38.75

2080 4 6 1040

2422

171

2632.5

1670

835

1742

871

2542

1271

1 5 0

2 0

2

2 0

2 0

38.75

1.16

A

5 2 7

1 4 5

530

40

2710

1650

825 40

527

6TYP

DETAIL A

SCALE 1 : 5

AN TNK

BOTTOM BEAM ASSY

FILE NAME : Bottom Beam Cast Sheet 2.SLDDRW

00


00

G13P05-M04-001-001 (SHEET 2 OF 3)


6/11/2014 UD

1:20

BEAM STRUCTURE

16TYP

16TYP

1077.5 252.5252.5

25 3 2 5

2710

2155

3 0 0

1.4

1.3

1.1

1.2

TYP16

12TYP

8 7 .

5

87.587.5

2710

2155

1077.5

25

2380

4 3 6

165

8 7 .

5

2 5

165 2 3 6

200

323.5

436

87.5

25

1.6

1.5

1.9

6TYP

6TYP

214

10

121

6TYP

3 0 9

150

9

frame dam hydraulic

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