A07.23_Drawing_No._510-5-46829.pdf

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ORDER NO. CODE NEXT ASS' Y ND. PC. NO.

510-50343 010 510-5-46796

TEliPERATURE THERMOMETER

26 VERTICAL DOVETAIL GROVES-----,

LOCATED AS SHOWN, 14 TO HAVE

VERT, OIL GROOVES LOCATED AS

SHOWN AFTER BEARING METAL IS

APPLIED-SEE SECTION "B-B"

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THE WORDS INTAKE SIDE To-~ BE STENCILED AT TH IS POll'IT

ON BOTH HAL YES.

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'181,.20 DIA.

48.000 DIA.

48.002

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2~ TAP DRILL-'•2 PIPE TAP

2-HOLES FOR OIL

SUPPLY TO BEARING.

,,--~ TAP DRILL-S.4 PIPE TAP

2-HOLES FOR DRAINAGE

PIPES.

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55.248 DIA. 125/

55.246

SECTION "A"-"A"

SCALE: 2"'=1'-0u

DATE AND TIME PLOTTED' 5/31/2/il!S 9•41•40 AM

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4 5

2-1 2-2

DESCRIPTION

MAIN GUIDE BEARING-COii'.

MAIN GUIDE BEARING

IELDllENT-HALF.

BEAR I NG SHELL-HALF

TOP FLANGE-HALF

E. R. W E. F. I MATER I AL

833411 614411

34811 H.R. STEEL

TOTAL C-1020

REMARKS

CONSISTS OF PCS. 2 TO 8

CONSISTS OF PCB. 2-1 &

2-2

SEE NOTE 1

1-BAR 2X3X17'-0" LG

WILL MAKE 2 REO'D.

TEST

TAPER i,,, ON DIA. IN 12. 3 BEARING METAL 160()11 64511 SEE NOTE 5 z• <APPROX l

~ DRILL-2 HOLES

DO NOT BREAK

THRU.

SECTION "F"-"F"

SCALE: 3"=1'-0"

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SECTION "D"-"D"

SCALE: 2"=1 '-0"

BY USERNAME: GZODDEHT !FIRST NAME LAST NAME!

+.0005 l---+---1"'"""-'----"f---'1'-'.'-'1-"2'-"5"'0 - . 0 0 0 0 D I A

REAM-SMALL END.

1~" DIA. CTBRE.

APPLICATION OF

TAPER STUD BOLT.

SCALE: 6"=1'-0"

I

4 TAPER STUD BOLT-"L •-a, "E •=4. •F "'=1 17

H.R. STEEL 500-2-00007 PC. 3

SAE 1045

8 NUT-111-8UN-2 HEX. HYY. SF. L 8. L. H. PART. NO. 10609

4 STD. FLUSH SCREEN PLUG.

1 1/4-8UN "L "=1 112

500-1-00007-PC. 6.

2 PIPE-3/4 SCH. 80 X 21•2"LG. THRO ONE END ONLY.

STD. JACK EYEBOLT

SHANK-6"LG THD-1 1•.-llUN-2

500-1-00008-NO. 6

NOTES:-

1, -SEE DIG. 510-1-46828 FOR ROLLED HALF SHELL-SIZE AND

MATERIAL SPEC.

2.-STRESS RELIEVE AFTER FABRICATION AND BEFDRE

MACHINING.

3.-BEARING TO BE SCRAPED AND POLISHED IN SHOP TO

FIT PROPERLY ON SHAFT.

4.-FOR SHOP CLEANING AND PAINTING SEE

DIG. 510-2-46799.

5.-BABBITT SHALL CONFORM TO THE FOLLOWING SPECS.-

Sn 84'& Zm

0.005'AIAX.

SD

8.o'&

PD

o. 35'111AX

Al

0. 005 'IMAX •

Cu 8.Q'I

ULTIMATE STRENGTH-17,600 P.S.I. 9 68° F.

YIELD STRENGTH---6,600 P,S.I. 9 68° F,

6.-BREAK ALL SHARP CORNERS,

Fe 0.08'.lllAX

As

0.1 O'&

Bi o.oaWAx

__,--SHELL BORE ANO DOVETAIL GROOVES

ARE TO BE TINNED AFTER MACHINING

AND BEFORE APPLYING BEARING METAL--~--------~

"'Y&-i" DRILL $

SECTION "E"-"E"

ALL VIEWS ON THIS DRAWING

ARE TH I RD-ANGLE PROJECT I ON

SHEET NAME: STANOARO_SHEET

CONTRACT NO DACW57-68-C-0035

260-

260-

B.M.

ND.

, 1-4-68

11-4-68

DATE

PACE

B.M.

ED'

510-503"15

510-503H

ORDER

SECTION "B"-"B"

SCALE: 12u=1 '-Ou lf'R DIG NO 510-5-46829 u.s.CORPS OF ENGINEERS

DALLES DAM-UNITS 15 TO 22

U.S.C RPS OF ENGINEERS

DALLES DAM-UNITS 15 TO 22

PURCMA.SER

1 or PC.1 COtSISTIN or PC. 2 TO 5 INCL.

4 OF PC. 8 9/3168

REMA.RKS APP.

US Army Corps of Engineers"

PORTLAND DISlRICT

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SHEET

IDENTIFICATION

DDP-68-35-95

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