John Day TRGR Reference Drawings Vol. 6.pdf

PDF 27 MB Posted

Attached to
John Day Dam Turbine Runner Replacement and Generator Rewind Project - 90% Review
Solicitation number
W9127N22R0003
Issued by

View the file

Other files

Show all 11

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

G2ODDDNM

Typewritten Text

JD-85-0074-011

9:59:52 AM

D e s c r ip t io n S y m b o l

9:59:52 AM

C O

R P S

O F

E

N G

IN

E E

R S

U .S

A R

M Y

E

N G

IN

E E

R

IS

T R

IC

T

W A L L A

W

L L A

W A S

H

IN

G T

O N

D E S

IG

N

B Y

D A T E

D e s c r ip t io n S y m b o l

D a t e

A p p r

US Army Corps of Engineers

Walla Walla District

C O

N T R

A C

T

N

F

IL

A p p r

D a t e

S O

L

IC

IT

A T

IO

C H

K

D

S U

B M

IT

T

Sheet number:

H Y

D R

O E L E

C T

IC

S

IG

N T E

R

U .S

A R

M Y

C

O R

E

N G

IN

E E

R S

P O

R T L A

N D

O R

E G

O N

S N

A K

IV

E R

O R

E G

O N

W A S

H

IN

G T

D

ID

A H

O

L O

W

M

N U

M E

N T

A L

L O

M

K A P L

A

D E

X X

X

X

X X

X

F O

R

IN

F O

R M

A T

L Y

FIO-137

Y:\Projects\_X Non-Project Related Jobs\Kaplan_Blade_TaskOrder_2009_Nov\Design-Phase\Drawings\Active Reference Drawings\FIO_137.dgnDESIGN FILE:

9/14/2011DATE AND TIME PLOTTED:

0:1.0000 ’:" / in.SCALE USERNAME G2hdcrlk (Robert Kain)

Y

P r o j e c t s

X o n

P r o j e c t e l a t e d

J o b s

K a p l a n

B l a d e

T a s k

O r d e r

N o v

D e s i g n

P h a s e

D r a w i n g s

A c t i v f e r e n r a w i n g s

F I

O d g n

G .E T

H R

U S T

S

H O

E

J O

H

U

IT

G

H D

C E ir s t L a s t

G E

C

X X

X

S U

B M

IT

T

M E

S U

B M

IT

T

IT

X X B X

X

V

IE

W

A

1 2 3 4 5

B

10:00:58 AM

e s c r ip t io n S y m b o l

10:00:58 AM

C O

R

E

N G

IN

E E

R S

U .S

A R

M Y

E

N G

IN

E

IS

T R

IC

T

W A L

L L A

W A S

H

IN

G T

O N

D E S

IG

N

D A T E

D e s c r ip t io n S y m b o l

D a t e

A p p r

US Army Corps of Engineers

Walla Walla District

C O

N T R

A

F

IL

A p p r

D a t e

S O

L

IC

IT

A T

C H

K

D

S U

B M

IT

T

Sheet number:

H Y

D R

O E L E

C T

IC

S

IG

N T E

R

U .S

A R

M Y

C

O R

E

N G

IN

E E

R S

P O

R T L A

N D

O R

E G

O N

S N

A

IV

E R

O R

E G

O N

W A S

H

IN

G T

D

ID

A H

O

L O

W

N U

M E

N T

A L

L O

M

K A P L

A

D E

J O

M

X X

X

X

X X

X

F O

R

IN

F O

R M

A T

L Y

FIO-138

Y:\Projects\_X Non-Project Related Jobs\Kaplan_Blade_TaskOrder_2009_Nov\Design-Phase\Drawings\Active Reference Drawings\FIO_138.dgnDESIGN FILE:

9/14/2011DATE AND TIME PLOTTED:

0:1.0000 ’:" / in.SCALE USERNAME G2hdcrlk (Robert Kain)

Y

P r o j e c t s o n

P r o j e t l a t e d

J o b s

K a p l a n

B l a d e

T a s k

O r d e r

N o v

D e s i g n

P h a s e

D r a w i n g s

A c t i v f e r e n r a w i n g s

F I

O d g n

.0

R

U N

N E

R

IN

L V E S

U N

IT

G

H D

C E ir s t L a s t

G E

C

X X

X

S U

B M

IT

T

M E

S U

B M

IT

T

IT

X X B X

X

V

IE

W

A

1 2 3 4 5

B

SECTION A-A

SCALE 1 : 3

DETAIL X

SCALE 2 : 1

AD

S-

D

D

A

123456789101112

123456789101112

B

C

D

E

F

G

H

I

JJ

I

H

G

F

E

D

C

B

A

W

IC

KE

T

GA

TE

M

EC

HA

NI

SM

S

UB

M

IT

TE

D

BY

RO

D W

N

BY

KR

O

D

ES

IG

NE

D

GOV'T USE AREA

m in

GA

TE

L

EV

ER

A

SS

EM

BL

Y

DE

SC

RI

PT

IO

N

RE

V

DA

TE

AP

PR

CH

K

BY

TD

A

D

AT

E:

/8

/2

C

ON

TR

AC

T

NO

W

2N

7-

-C -0

P

RO

JE

CT

N O.

C -4

9-

-0

825108 030-2400-002

Customer

Project No.

Contract No.

Parts Bill

Project C-49-825108-058

030-2400-001

JOHN DAY

W912N7-16-C-0028

USACEHUS Date Name

Checked By Appr. Tech.

Appr. Proj.

Drawn 3rd Angle Projection

US

1 : 3 Scale

Material

Refer to protection notice ISO 16016

Weight

STL, EXISTING1,180 LBS EA

Drawing No.

Internal No.

825108-030-2400-002

REV

Unit of Measure Next high. assembly Replaces Similar

2400/1 Inches

8/8/2016 8/8/2016 8/8/2016

KRO

TDA

Title

GATE LEVER ASSEMBLY

WICKET GATE MECHANISM

Sheet of

Machining Tolerances

.x ±.030

.xx ±.020

.xxx ±.010

Chamfer .015 min.

Inside Rad. .090 max.

Reamed Holes +.0015 -.0005

Surface Finish

A

A

TAPER REAM SHEAR LEVER

AND GATE ARM TOGETHER

TO DIAMETER SHOWN

LOCATE FROM EXISTING BORE

X

2 ADDED BUSHING SIZE DATA NOTES & NOTE 5 &

DETAIL X, CHANGED DIMENSION OF ITEM 7 LSH 7/25/17 TDA

1 ADDED ITEM 102&103, REVISED WASHER NOTE LSH 4/27/17 TDA

REV DESCRIPTION ENGINEER DATE APPROVED

2 GATE LEVER ASSEMBLY

ANDRITZ HYDRO REFERENCE DRAWINGS

DRAWING No. DESCRIPTION

030-2400-001 GATE MECHANISM ASSEMBLY

BOM-030-2400-002 GATE ASSEMBLY REWORK BOM

BLH REFERENCE DRAWINGS

DRAWING No. DESCRIPTION

43833 GATE LEVER, LINKS, & THRUST RING

43834 GATE PINS, BUSHINGS, & SPECIAL NUT

GENERAL NOTES:

1. GATE LEVER AND SHEAR LEVER SETS ARE TO BE MATCH MARKED PRIOR TO DISASSEMBLY. LEVER SETS ARE TO

REMAIN TOGETHER THROUGH THE REWORK PROCESS.

2. DIMENSIONS DENOTED BY ER X-X SHALL BE RECORDED ON ANDRITZ HYDRO DOCUMENT EDR-030-2400-002

DIMENSIONAL RECORD SHEET.

3. GATE LEVERS ARE TO BE MACHINED AND INSPECTED BY PER ANDRITZ HYDRO DOCUMENT 030-0400-2402.

4. INSTALL LINK PIN BUSHINGS, ITEM 7, PER ANDRITZ DOCUMENT 030-0600-2402 BUSHING INSTALLATION PROCEDURE.

5. BUSHING, ITEM 7, TO BE HONED TO FINAL DIMENSION AFTER INSTALLATION.

3.563ØER 1-24

4 SHEAR LEVER

REWORK

7 LINK PIN

BUSHING

EXISTING SHEAR LEVER PIN

(TO REMAIN INSTALLED)

10 SHEAR PIN

EXISTING

GATE ARM

HAND POLISH THIS

SURFACE AS REQ'D

TO RESTORE FINISH

(2 0.

(53.06) (1

3.

3.313ER 25-48

TAPER 1" PER

FOOT ON DIA.

2.751

2.750ER 49-72

103 BOLT

AD

DE

D

IT

EM

&1

, R

EV

IS

ED

W

AS

HE

R

NO

TE

4/

/1

TD

A

.030

2 2

AD

DE

D

NO

TE

S, C

HA

NG

ED

D

IM

EN

SI

ON

O F

IT

EM

7/

/1

TD

A

BUSHING SIZE DATA NOTES:

NOTE: BUSHING O.D., PRESS FIT, RUNNING CLEARANCE

HAS BEEN DETERMINED BASED ON BUSHING

MANUFACTURER'S RECOMMENDATIONS

BUSHING SIZING DATA:

HOUSING BORE: Ø3.3140 / 3.3125 in BUSHING O.D.: Ø3.324 / 3.322 in MAX INTERFERENCE FIT: .0115 in MIN INTERFERENCE FIT: .008 in

AFTER FREEZING FIT:

BUSHING I.D.: Ø2.751 / 2.750 in SHAFT DIA.: Ø2.747 / 2.746 in RUNNING CLEARANCE: .005 / .003 in

101 LOCK WASHER

102 WASHER

SCALE 1 : 2

D

D

A

123456789101112

123456789101112

B

C

D

E

F

G

H

I

JJ

I

H

G

F

E

D

C

B

A

W

IC

KE

T

G

AT

E M

EC

H

AN

IS

M

S U

BM

IT

TE

D

Y:

KR

D W

N B

Y:

KR

O

D

ES

IG

N

ED

Y:

KR

GOV'T USE AREA

m in

SH

EA

R

LE

VE

R

RE

W

O R

K

D

ES

CR

IP

TI

O

N

RE

V D

AT

E

AP

PR

CH

K

BY

TD

A

D

8/

8/

C O

N

TR

AC

T

N O

W

N

-1 6-

C-

P R

O

JE

CT

N

O

C -4

9-

-0

825108 030-2400-004

Customer

Project No.

Contract No.

Parts Bill

Project C-49-825108-058

030-2400-001

JOHN DAY

W9127N-16-C-0028

USACEHUS Date Name

Checked By Appr. Tech.

Appr. Proj.

Drawn

3rd Angle Projection

US

1 : 2 Scale

Material

Refer to protection notice ISO 16016

Weight

STL, EXISTING235 LBS EA

Drawing No.

Internal No.

825108-030-2400-004

REV

Unit of Measure

Next high. assembly Replaces Similar

2400/2

Inches

8/8/2016

8/8/2016

8/8/2016

KRO

SHEAR LEVER REWORK

WICKET GATE MECHANISM

Sheet of

Machining Tolerances

.x ±.030

.xx ±.020

Surface Finish

A A

REV DESCRIPTION ENGINEER DATE APPROVED

4 SHEAR LEVER REWORK

ANDRITZ HYDRO REFERENCE DRAWINGS

DRAWING No. DESCRIPTION

030-2400-001 GATE MECHANISM ASSEMBLY

030-2400-002 GATE LEVER ASSEMBLY

BLH REFERENCE DRAWINGS

DRAWING No. DESCRIPTION

1. DIMENSIONS DENOTED BY ER X-X SHALL BE RECORDED ON ANDRITZ HYDRO DOCUMENT EDR-030-2400-004

DIMENSIONAL RECORD SHEET.

3.3140

3.3125ØER 1-24

(37.50) (1

2.

125 HAND POLISH THIS SURFACE

AS REQ'D TO RESTORE FINISH

.002 A ER 25-48.06 x 45°

CHAMFER

SCALE 2 : 1

DETAIL X

SCALE 4 : 1

D

D

A

123456789101112

123456789101112

B

C

D

E

F

G

H

I

JJ

I

H

G

F

E

D

C

B

A

W

IC

KE

T

GA

TE

M

EC

HA

NI

SM

S

UB

M

IT

TE

D

D W

N

BY

KR

O

D

ES

IG

NE

D

GOV'T USE AREA

m in

OU

TE

R

LI

NK

P

IN

B

US

HI

NG

DE

SC

RI

PT

IO

N

RE

V

DA

TE

AP

PR

CH

K

BY

TD

A

D

/2

C

ON

TR

AC

T

NO

W

N-

-C -0

P

RO

JE

CT

N O.

C -4

9-

-0

825108 030-2400-007

Customer

Project No.

Contract No.

Parts Bill

Project C-49-825108-058

JOHN DAY

W9127N-16-C-0028

USACEHUS Date Name

Checked By Appr. Tech.

Appr. Proj.

Drawn 3rd Angle Projection

US

2 : 1 Scale

Material

Refer to protection notice ISO 16016

Weight

ORKOT TXMM<1 LBS

Drawing No.

Internal No.

825108-030-2400-007

REV

Unit of Measure Next high. assembly Replaces Similar

2400/2 Inches

8/8/2016 8/8/2016 8/8/2016

KRO

OUTER LINK PIN BUSHING

WICKET GATE MECHANISM

Sheet of

Machining Tolerances

.x ±.030

.xx ±.020

Surface Finish

A A

2 CHANGED DIMENSION, MOVED SIZE DATA TO 2400-002 LSH 7/25/17 TDA

1 REVISED NOTE TDA 9/16/16 MTR

REV DESCRIPTION ENGINEER DATE APPROVED

GENERAL NOTES:

1. BUSHINGS ARE TO BE MANUFACTURED AND INSPECTED PER ANDRITZ HYDRO

DOCUMENT 030-0400-2407 INSPECTION AND TEST PLAN.

2. FOR FINAL INSTALLATION DIMENSIONAL INFORMATION SEE 030-2400-002.

ECCENTRIC BUSHING REWORK

3.635 3.615Ø

2.780 2.770

.563 .558

R.03

MAX

.06 x 45°

CHAMFER

Ø2.75 REF

SEE DETAIL 'X'

.06

.01

.283 .281

BLH REFERENCE DRAWINGS

DRAWING No. DESCRIPTION

3.324 3.322Ø

REFERENCE DOCUMENTS

DOCUMENT NO. DESCRIPTION

030-2400-002 GATE LEVER ASSEMBLY RE-WORK

DETAIL X

SCALE 4 : 1

DETAIL Y

SCALE 4 : 1

D

D

A

123456789101112

123456789101112

B

C

D

E

F

G

H

I

JJ

I

H

G

F

E

D

C

B

A

W

IC

KE

T

GA

TE

M

EC

HA

NI

SM

S

UB

M

IT

TE

D

BY

K

RO

D W

N

BY

KR

O

D

ES

IG

NE

D

GOV'T USE AREA

m in

OU

TE

R

LI

NK

P

IN

DE

SC

RI

PT

IO

N

RE

V

DA

TE

AP

PR

CH

K

BY

TD

A

D

/2

C

ON

TR

AC

T

NO

W

N-

-C -0

P

RO

JE

CT

N O.

C -4

9-

-0

825108 030-2400-008

Customer

Project No.

Contract No.

Parts Bill

Project C-49-825108-058

030-2400-001

JOHN DAY

W9127N-16-C-0028

USACEHUS Date Name

Checked By Appr. Tech.

Appr. Proj.

Drawn 3rd Angle Projection

US

2 : 1 Scale

Material

Refer to protection notice ISO 16016

Weight

SEE DWG8 LBS

Drawing No.

Internal No.

825108-030-2400-008

REV

Unit of Measure Next high. assembly Replaces Similar

2400/1 Inches

8/8/2016 8/8/2016 8/8/2016

KRO

TDA

TDA

Title

OUTER LINK PIN

WICKET GATE MECHANISM

Sheet of

Machining Tolerances

.x ±.030

.xx ±.020

.xxx ±.010

Chamfer .015 min.

Inside Rad. .090 max.

Reamed Holes +.0015

-.0005

Surface Finish

ER 10

4 REVISED NOTE 1 ALSO ADDED NOTE TO STAMP

'TOP' TDA 10/19/2018 BCA

3 REVISED NOTE 1 TDA 10/5/2018 BCA

2 CHANGED DIMENSION OF ER 6 LSH 7/25/17 TDA

1 CHANGED TITLE LSH 4/25/2017 TDA

REV DESCRIPTION ENGINEER DATE APPROVED

8 OUTER LINK PIN

ANDRITZ HYDRO REFERENCE DRAWINGS

DRAWING No. DESCRIPTION

030-2400-001 GATE MECHANISM ASSEMBLY

030-2400-002 GATE LEVER ASSEMBLY

BLH REFERENCE DRAWINGS

DRAWING No. DESCRIPTION

43833 GATE LEVER, LINKS, & THRUST RING

43834 GATE PINS, BUSHINGS, & SPECIAL NUT

2.

2.

Ø

ER

3.281

3.275ER 1 1.8751.938

1.

1.

Ø

1.

1.

1.

1.

Ø

1.573

1.568ER 5 1.540

1.535ER 6

1.

1.

Ø

.063 TYP

R.031 TYP

.072

.068 TYP

R.010 MAX

TYP

SEE DETAIL 'X' SEE DETAIL 'Y'

.375-16UNC-2A

DR AND TAP TO .63 DP

1.

Ø

T

YP

GENERAL NOTES:

1. MATERIAL SHALL CONFORM TO ASTM A564/A564M TYPE 630 GRADE 17/4 PH (UNS S17400) STAINLESS STEEL

(HEAT TREATMENT: H1025, 1075, OR 1100). MINIMUM ROCKWELL HARDNESS C35

2. ALL MACHINED SURFACES SHALL HAVE A 125μin SURFACE FINISH OR BETTER UNLESS OTHERWISE NOTED.

3. DIMENSIONS DENOTED BY ER X-X SHALL BE RECORDED ON ANDRITZ HYDRO DOCUMENT EDR-030-2400-008

DIMENSIONAL RECORD SHEET.

63 63

.06 x 45° CHAMFER

BOTH SIDES

A .001

ER 7

.001 A

ER 8

.001 A

ER 9

4/

/2

TD

A

CH

AN

GE

D

TI

TL

E

CH

AN

GE

D

DI

M

EN

SI

ON

O F

ER

7/

/1

TD

STAMP 'TOP' ON THIS END.

ECCENTRIC BUSHING MACHINING

SCALE 1 : 1

ECCENTRIC BUSHING WITH INNER LINK PIN BUSHING

SCALE 1 : 1

DETAIL A

SCALE 2 : 1

D

D

A

123456789101112

123456789101112

B

C

D

E

F

G

H

I

JJ

I

H

G

F

E

D

C

B

A

GA

TE

O

PE

RA

TI

NG

R

IN

G

S

UB

M

IT

TE

D

DA

D W

N

BY

TD

A

D

ES

IG

NE

D

GOV'T USE AREA

m in

EC

CE

NT

RI

C

BU

SH

IN

G

RE

W

OR

K

DE

SC

RI

PT

IO

N

RE

V

DA

TE

AP

PR

CH

K

BY

M

TR

D

/1

6/

C

ON

TR

AC

T

NO

W

N-

-C -0

P

RO

JE

CT

N O.

C -4

9-

-0

825108 030-2500-002

Customer

Project No.

Contract No.

Parts Bill

Project C-49-825108-058

JOHN DAY

W9127N-16-C-0028

USACEHUS Date Name

Checked By Appr. Tech.

Appr. Proj.

Drawn 3rd Angle Projection

US

1 : 1 Scale

Material

Refer to protection notice ISO 16016

Weight

EXISTING BRONZE10 LBS

Drawing No.

Internal No.

825108-030-2500-002

REV

Unit of Measure Next high. assembly Replaces Similar

Inches

9/16/2016 9/16/2016 9/16/2016

TDA

MTR

ECCENTRIC BUSHING REWORK

GATE OPERATING RING

Sheet of

Machining Tolerances

.x ±.030

.xx ±.020

Surface Finish

SELF

LUBRICATING

BUSHING

GENERAL/MACHINING NOTES:

1. DIMENSIONS DENOTED BY ER X-X SHALL BE RECORDED ON ANDRITZ HYDRO DOCUMENT EDR-030-2500-002

DIMENSIONAL RECORD SHEET.

2. ALL MACHINED SURFACES SHALL HAVE A 125μin SURFACE FINISH OR BETTER UNLESS OTHERWISE NOTED.

3. SELF LUBRICATING BUSHING BORE TO BE LOCATED FROM EXISTING BORES.

4. INSTALL SELF LUBRICATING BUSHINGS, ITEM 3, PER ANDRITZ DOCUMENT 030-0600-2402 BUSHING

INSTALLATION PROCEDURE.

5. BUSHING, ITEM 3, TO BE HONED TO FINAL DIMENSION AFTER INSTALLATION.

ECCENTRIC BUSHING REWORK

BLH REFERENCE DRAWINGS

DRAWING No. DESCRIPTION

43837 OPERATING RING POINTER, & ECCENT PIN

43836 OPERATING RING

ANDRITZ HYDRO REFERENCE DRAWINGS

.06 x 45°

CHAMFER

.130 .125

2.800

2.801ØER 1-24

.50ER 49-72

3.630

3.620ØER 25-48

ECCENTRICITY

SEE NOTE 3

(Ø5.50) (Ø5.50)

.56ER 97-120

2.259

2.260ØER 73-96

(.06)

AS INSTALLED

AS INSTALLED

2 ADDED BUSHING SIZE DATA NOTES & NOTE 5 &

DETAIL X, CHANGED DIMENSION OF ER 73-96 LSH 7/25/2017 MTR

1 CHANGED SELF LUBRICATING BUSHING SIZE LSH 4/26/2017 TDA

REV DESCRIPTION ENGINEER DATE APPROVED

CH

AN

GE

D

SE

LF

L

UB

RI

CA

TI

NG

B

US

HI

NG

S

IZ

E

4/

/1

TD

A

AD

DE

D

NO

TE

S, C

HA

NG

ED

D

IM

EN

SI

ON

O F

ER

3-

7/

/1

TD

A

2 BUSHING SIZE DATA NOTES:

NOTE: BUSHING O.D., PRESS FIT, RUNNING CLEARANCE

HAS BEEN DETERMINED BASED ON BUSHING

MANUFACTURER'S RECOMMENDATIONS

BUSHING SIZING DATA:

HOUSING BORE: Ø2.800 / 2.801 in BUSHING O.D.: Ø2.810 / 2.808 in MAX INTERFERENCE FIT: .010 in MIN INTERFERENCE FIT: .007 in

AFTER FREEZING FIT:

BUSHING I.D.: Ø2.259 / 2.260 in SHAFT DIA.: Ø2.255 / 2.256 in RUNNING CLEARANCE: .003 / .005 in

.030

SCALE 2 : 1

D

D

A

123456789101112

123456789101112

B

C

D

E

F

G

H

I

JJ

I

H

G

F

E

D

C

B

A

GA

TE

O

PE

RA

TI

NG

R

IN

G

S

UB

M

IT

TE

D

D W

N

BY

TD

A

D

ES

IG

NE

D

GOV'T USE AREA

m in

IN

NE

R

LI

NK

P

IN

B

US

HI

NG

DE

SC

RI

PT

IO

N

RE

V

DA

TE

AP

PR

CH

K

BY

M

TR

D

/2

2/

C

ON

TR

AC

T

NO

W

N-

-C -0

P

RO

JE

CT

N O.

C -4

9-

-0

825108 030-2500-003

Customer

Project No.

Contract No.

Parts Bill

Project C-49-825108-058

JOHN DAY

W9127N-16-C-0028

USACEHUS Date Name

Checked By Appr. Tech.

Appr. Proj.

Drawn 3rd Angle Projection

US

2 : 1 Scale

Material

Refer to protection notice ISO 16016

Weight

ORKOT TXMM<1 LBS

Drawing No.

Internal No.

825108-030-2500-003

REV

Unit of Measure Next high. assembly Replaces Similar

2500/2 Inches

8/20/2016 8/22/2016 8/22/2016

TDA

INNER LINK PIN BUSHING

GATE OPERATING RING

Sheet of

Machining Tolerances

.x ±.030

.xx ±.020

Surface Finish

A

A

3 CHANGED DIMENSION, MOVED SIZE DATA TO

2500-002 LSH 7/25/17 TDA

2 CHANGED BUSHING SIZE LSH 4/26/17 TDA

1 REVISED NOTE TDA 9/16/16 MTR

REV DESCRIPTION ENGINEER DATE APPROVED

SELF

LUBRICATING

BUSHING

1. BUSHINGS ARE TO BE MANUFACTURED AND INSPECTED PER ANDRITZ HYDRO

DOCUMENT 030-0400-2503 INSPECTION AND TEST PLAN.

2. FOR FINAL INSTALLATION DIMENSIONAL INFORMATION SEE 030-2500-002.

BLH REFERENCE DRAWINGS

DRAWING No. DESCRIPTION

43837 OPERATING RING POINTER, & ECCENT PIN

43836 OPERATING RING

(2.26)

3.573 3.563Ø

.272 .270

3.155 3.145

.193 .188

2.810 2.808Ø

R0.03 MAX

0.06 x 45°

0.03 x 45°

RE

VI

SE

D

NO

TE

9/

/1

M

TR

CH

AN

GE

D

BU

SH

IN

G

SI

ZE

4/

/1

TD

A

CH

AN

GE

D

DI

M

EN

SI

ON

, M

OV

ED

S

IZ

E

DA

TA

T O

-0

7/

/1

TD

A

DETAIL X

SCALE 4 : 1 DETAIL Y

SCALE 4 : 1

D

D

A

123456789101112

123456789101112

B

C

D

E

F

G

H

I

JJ

I

H

G

F

E

D

C

B

A

GA

TE

O

PE

RA

TI

NG

R

IN

G

S

UB

M

IT

TE

D

SH

D W

N

BY

LS

H

D

ES

IG

NE

D

SH

GOV'T USE AREA

m in

IN

NE

R

LI

NK

P

IN

DE

SC

RI

PT

IO

N

RE

V

DA

TE

AP

PR

CH

K

BY

TD

A

D

/2

6/

C

ON

TR

AC

T

NO

W

N-

-C -0

P

RO

JE

CT

N O.

C -4

9-

-0

825108 030-2500-004

Customer

Project No.

Contract No.

Parts Bill

Project C-49-825108-058

030-2500-004

JOHN DAY

W9127N-16-C-0028

USACEHUS Date Name

Checked By Appr. Tech.

Appr. Proj.

Drawn 3rd Angle Projection

US

2:1 Scale

Material

Refer to protection notice ISO 16016

Weight

SEE DWG8 LBS

Drawing No.

Internal No.

825108-030-2500-004

REV

Unit of Measure Next high. assembly Replaces Similar

2500/2 Inches

4/26/2017 4/26/2017 4/26/2017

LSH

INNER LINK PIN

GATE OPERATING RING

Sheet of

Machining Tolerances

.x ±.030

.xx ±.020

Surface Finish

1 CHANGED DIMENSION OF ER6 LSH 7/25/17 TDA

REV DESCRIPTION ENGINEER DATE APPROVED

4 INNER LINK PIN

ANDRITZ HYDRO REFERENCE DRAWINGS

DRAWING No. DESCRIPTION

030-2400-002 GATE LEVER ASSEMBLY

BLH REFERENCE DRAWINGS

.375-16UNC-2A

DR AND TAP TO .63 DP

GENERAL NOTES:

1. MATERIAL SHALL CONFORM TO ASTM A564/A564M TYPE 630 GRADE 17/4 PH (UNS S17400) STAINLESS STEEL

(HEAT TREATMENT: H1025, 1075, OR 1100) WITH ROCKWELL HARDNESS OF C40 TO C45.

2. ALL MACHINED SURFACES SHALL HAVE A 125μin SURFACE FINISH OR BETTER UNLESS OTHERWISE NOTED.

3. DIMENSIONS DENOTED BY ER X-X SHALL BE RECORDED ON ANDRITZ HYDRO DOCUMENT EDR-030-2400-008

DIMENSIONAL RECORD SHEET.

.06 x 45° CHAMFER

BOTH SIDES

A .001

ER 7

.001 A

ER 8

.001 A

ER 9

1.

1.

Ø

1.573

1.568ER 5

1.94 3.281

3.275ER 1 1.91

1.540

1.535ER 6

1.

1.

Ø

1.

Ø T

YP

1.

1.

Ø

1.

1.

Ø

2.

2.

Ø

SEE DETAIL 'X' SEE DETAIL 'Y'

R.03 TYP

.06 TYP

.072

.068 TYP

R.010 MAX

TYP

CH

AN

GE

D

DI

M

EN

SI

ON

O F

ER

7/

/1

TD

File details come from the government source that posted it. Updated .