DD-06-0001-87155-456 DRUM.pdf
PDF 86 KB Posted
- Attached to
- Hammerhead Crane - Industry Survey
- Solicitation number
- W9127N-26-X-1AWE
About this file
This document is a detailed engineering drawing for a Drum Shell Detail of the Dalles Lock & Dam Intake Gantry Crane Main Hoist, part of a US Army Corps of Engineers project in Portland, Oregon (Contract # W9727N-06-C-0007). The drawing provides precise technical specifications for a cylindrical drum shell with multiple components, including rolled plates, shafts, and diaphragms made from materials like A36 steel and 4140 annealed steel.
Key technical details include a 26'-11 3/8" overall length drum with specific dimensional tolerances, groove patterns, drilling specifications, and welding requirements. The bill of materials lists seven primary items, with quantities and specific material specifications. The drawing includes multiple detailed views (end view, sectioned view), precise measurement annotations, and seven revision iterations, indicating a carefully engineered and iteratively developed component for the gantry crane rehabilitation project. Welding specifications note all welding must be per AWS D1.1 standards and inspected by CWI (Certified Welding Inspector).
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Other files
| File | Type | Posted |
|---|---|---|
| Industry Practice Comparison Survey.pdf | ||
| Draft 6 ver1 PWS HH Crane Drum Repair.pdf |
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Text version
i------------------------------------------------------------26'-11 3/8 ° DVERALL---------------------------------------------------------1
----- 19 11/16' ---t-~---------------------------------------------------23'-8' ____________________________________________________ _,___19 11/16' -~
I---- 18 112· -----t------------- 6'-4' --------------i------------- 5'-6' ___________ .,__ __________ 5'-6" ___________ .,__ ____________ 6'-4' --------------i---- 18 1/2" -----t
¢56.425
CAFTER
MACHINING)
¢52.175
REF.
r BEARING
L()
C\J
RIGHT HAND GROOVES LEFT HAND GROOVES RIGHT HAND GROOVES LEFT HAND GROOVES
i------
20 9164" --->--- 46.25 GROOVES @l 1.143' PITCH = 52.86" 46.25 GROOVES @l 1.143' PITCH = 52.86' 46.25 GROOVES @l 1.143' PITCH = 52.86' 46.25 GROOVES @l 1.143' PITCH = 52.86' --i--- 20 9164 ' -~
3•
3•
__ _J _ _l __
10 9/64' -0-----i-----+- 10 9/64'
¢21/32' DRILL THRU
TAP 3/4-lOUNC C12) PLCS
FDR ITEM 5. USE CABLE
CLAMP FDR TEMPLATE,
SEE NOTE 4.
__ _L ___ __l __
NOTE:
3•
3•
I~
NOTE:
MAXIMUM MA TE RIAL
REMOVAL TD CLEAN
D.D. OF DRUM IS 1/4'
__ l__L __
12 5/8' 6 3 I 4 " -o------i
---w
¢56.425 I
__ <AFTER MA:HINING) J ----+'
¢52.175
(1)56.6 75
(AS ROLLED)
(1)56.375 +0.000
GEAR SEAT
I--- 19 3/4' ----Hrl
STRESS RELIEVE DRUM
AFTER '-/ELDING 8.
PRIOR TD MACHINING
NOTE: LEAVE 1/4' MACHINE
ALLD'w'ANCE ON EA. END OF
THE DRUM SHELL
w u
_J o._
_J o._ w u _J o._
1 114'
1/8"
1 10' g 0.125
1 1/ 4' i-·~--------R_D_L_L_IN_G_/F AB TDL.
' - 5'-11" ------------------------- 5'-11' ------------------------- 5'-11' ------------------------- 5'-11' ------------
CHAMFER 1/8' X 45'
1 SIDE ONLY FDR LEAD IN
¢ 0.003' ¢ 0.002·
UTER
DIA HRAGMS
C ) QTY
¢ 0.000' ¢ .999'
NNER
DIA HRAGMS
C ) QTY
FDR ASSEMBLY
-i-
DRILL THRU 8. TAP 3/4-lOUNC
(3) PLCS FDR EYE BDL T. AFTER
ASSEMBLY REAM TD ¢1'. DD NOT
PICK DRUM '-/ITH EYE BOLTS AT
THESE LDCA TIDNS.
E N D V E W 1: 12
DETAIL CD
1: 12
_j_
J I
DRUM l.D.
MINUS 0.003 TD 0.005
"'10.000 '"10.000
2'
R3/3
2·
8 1/2'
(1)[0 1/4
NOTE:
SECTIONED
1: 12 A
32 15/16'
18 15/16'
R3/32"
3 112· - /R3/8'
POLISH
/~ -'{ l/16'x45°
CHAMFER
I
I 3 93s·+O ooo·
- - ' -0.001 • fil
'""" '-Rl/16"
118' -
MACHINE BEARING END OF SHAFT AFTER 1 19/32
1 29/32'
FINAL '-/ELDING 8. STRESS
(1)13/16' DRILL THRU
¢1 3/16' C'BDRE
x 3/4' DP C3) PLCS
FDR ITEM 5
DETAIL
1: 4 r 5/8'
3;4· 1 I ~-++-~ 25
3/4' Rl 7 /32' c
1 118' - -, '-,--BREAK ALL
I- CORNERS
-+--- -1-- + ___,r--
1 118'
1/2' J 7 / 8' --+---1 1 112·
,_____,_ 7/8' 1 1/2'
I----- 4 3/ 4' ----i
I I I I I I
'=t-~ _ _-t_ 4J _ _l:1= ± =1:!_ _L.i::-Y ..::-C I I I I I I
R28.213'
L _
- _J 25
RI 7 /32"
j 1 1/2' ~ 3/16'
RELIEVING. POLISH -
FDR SEAL ~
KEYSEAT 1 1/2' '-!
G. (x , 314' D x 8 1/2' L
I
1/8 ·~ 8 1/2'
NOTES
1. ALL 'w'ELDING TD BE PER A'w'S Dl.l.
2. ALL 'w'ELDS TD BE INSPECTED BY C'w'I.
3. ALL MATERIAL TD BE A36 U.N.D.
4. LOCATE CABLE CLAMPS TD SUIT IN SHOP.
5. REMOVE ALL SHARP EDGES AND BURRS.
~y
(1)5,875 +0.000
(1)4 1/2 ¢10.0 10.0 l
CJP '-/ELD
UT/RT
NOTE: TYPE OF CJP '-/ELD PER
DRUM MANUFACTURER'S APPROVED
STANDARD '-/ELD PROCEDURES
2 1/4' i-CBEFDRE
I MACHINING)
ROLL D.D. TD
056.6 75" +0.125· -o.oo·
CJP '-/ELD
UT/RT
NOTE: TYPE OF CJP '-/ELD PER
DRUM MANUFACTURER'S APPROVED
STANDARD 'w'ELD PROCEDURES
IP s BLJIL Tl DETAIL ED 1: 4 1
DRUM SHELL GIRTH 'w'ELD
<PRIOR TD MACHINING)
DETAIL ED
1: 4 1
DRUM SHELL LONGITUDINAL 'w'ELD
<PRIOR TD MACHINING)
1.143 -I c.c. r-
1 TYP I ,
R0.530' R0.550'
55.578' R.D.
I 56.378
D.D.
I 56.578'
P.D.
I
DD-06-0001-87155-456
THE DALLES LOCK & DAM INTAKE GANTRY CRANE REHAB/LITA TION
CONTRACT # W9727N-06-C-0007
6 REVISED DETAIL 1 L WO
5 REVISED DETAIL 1 L WO
4 REVISED AS-BUil T L WO
3 REVISED SHELL WELD DETAILS & CORRECTED DIAPHRAGM WELD LEADER LWO
2 CORRECTED DIAPHRAGM SPACING LWO
7 REVISED PER ENGINEER'S REVIEW LWO
Number Descri lion y
REVISIONS
US ARMY CORPS OF ENGINEERS
PORTLAND DISTRICT
THE DALLES LOCK & DAM INTAKE GANTRY CRANE REHAB/LITA TION
BILL OF MATERIALS
ITEM PART QTY. DESCRIPTION
1 Al 4 Pl, ROLLED, 2 1 4" x 56.675" O.D. x 5'-11• LG. A36
2 81 4 PL, 1 1 2" x 52.175" O.D. AJ6 3 C1 2 SHA.FT, 10 1 4"0 x 32 15 16" LG. 4140 ANNEALED
4 01 4 PL, 1 1 2" x J 1 2" x 4 J 4" LC. A36 5 12 SHCS, J 4-10UNC x 2 J 4" LG.
6 4 WIRE ROPE, 1"~. 6xJ7, IWRC REF.
DALLES INTAKE GANTRY CRANE MAIN HOIST
NOMINAL TOLERANCE
UNLESS SPECIFIED
FRACTIONAL = + 1 /16
.xx = ± .030 .xxx = ± .010
DIX
Spokane, Wa.sllington 1-800-346-6867
Scale: Datt!l: Job No.
01 12 06 Drawn By. Checked By: Sl'!Mt:
MJW PAP 1
DRUM SHELL DETAIL
Rev.
Drl1wing No.
DMHD-1
NOT OFFICIAL
CONTRACT
DRAWINGS, ALL
ELEMENTS
SUBJECT TO
CHANGE.
g2encjtc Cloud+ g2encjtc Cloud+ To be replaced.
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