Reference Drawings Big Bend Draft Tube Bulkhead Replacement.pdf
PDF 8 MB Posted
- Attached to
- Big Bend Draft Tube Bulkhead Replacement Federal contract opportunity
- Solicitation number
- W9128F25RA058
About this file
These technical drawings are detailed record drawings for the Big Bend Draft Tube Gantry Crane replacement project at the Missouri River Powerhouse, prepared by the U.S. Army Corps of Engineers. The multi-page document includes comprehensive engineering schematics for various components including a lifting beam (drawing 595-0501), hook assembly (drawing 595-0503), and detailed structural layouts showing precise measurements, welding specifications, and assembly instructions. The drawings are dated May 25-26, 2021, and are part of contract W9128F19D0021, with Knight Construction & Supply Inc. as the contractor. The technical drawings provide intricate design specifications for fabricating and installing a new gantry crane lifting mechanism, with meticulous attention to dimensional accuracy, material specifications, and manufacturing details for each component.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| G-002_Amended.pdf | ||
| S-001_Amended.pdf | ||
| Solicitation Amendment W9128F25RA0580002 SF 30.pdf | ||
| Solicitation Amendment - W9128F25RA0580001 SF 30.pdf | ||
| Site Visit Sign in Sheet.pdf | ||
| Solicitation Description.pdf | ||
| W9128F25RA058.pdf | ||
| Contract Drawings - Big Bend Draft Tube Bulkhead Replacement.pdf | ||
| W9128F25RA0058 BB DTB Replacement specs.pdf |
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595-0501
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SECTION A-A
SCALE 1/20
PARTS LIST
WEIGHT (LBS)MANUFACTURER PART NUMBERMANUFACTURER/
MATERIALREVABCO PART NUMBERDESCRIPTIONQTYITEM
2910.7-595-0502WELD, LIFTING BEAM11
159.5-595-0503WELD, HOOK22
50.5-595-0504WELD, THROW COUNTERWEIGHT13
84.5-595-0505WELD, FIXED COUNTERWEIGHT14
57.1-595-0506WELD, LINKAGE CORE, 50-1/2"15
56.3-595-0507WELD, LINKAGE CORE, 49-3/4"16
5.7-595-0508WELD, CLEVIS END R.H.27
5.7-595-0509WELD, CLEVIS END L.H.28
118.7-595-0510LIFTING BEAM SHEAVE49
95.1-595-0511LIFTING BEAM SHEAVE SHAFT210
9.8-595-0512LIFTING BEAM SHEAVE BEARING411
65.4-595-0513HOOK SHAFT212
17.2-595-0514HOOK BUSHING213
1.4-595-0518LIFTING BEAM SHEAVE THRUST BEARING 1614
15 0.9-595-0524COUNTERWEIGHT BUSHING2
16 4.6-595-0525COUNTERWEIGHT SHAFT1
17 0.8-595-0529LINK PIN4
18 2.5-595-0532KEEPER PLATE10
19 0.3-595-0533LINK BUSHING4
20 0.1-595-0534LINK WASHER8
21 0.1-595-0535COUNTERWEIGHT WASHER3
22 1.71018SPACER 2-1/2" OD x 1-1/2" ID x 1.938"1
23 0.1GR 5 GALVANIZEDHHCS 1/2"-13 X 1-1/4"16
24 0.1GR 5 GALVANIZEDHHCS 1/2"-13 X 1"4
25 01060LOCK WASHER 1/2"28
26 0A194 GR 2HHEX NUT 1/2"-138
27 0.5GR 5 GALVANIZEDHHCS 3/4"-10 x 3" FULLY THREADED2
28 0.1A194 GR 2HHEX NUT 3/4"-102
29 0Zn PL 1045COTTER PIN 3/16" x 1-3/4"8
30 0.8A194 GR 2HHEX NUT 1-1/4"-7 UNC R.H.2
31 0.6A194 GR 2HHEX NUT 1-1/4"-7 UNC L.H.2
32 0.629505T24MCMASTERHATCH RIGGING POINT2
33 01293K11MCMASTER1/8" NPT GREASE FITTING9
34 01293K32MCMASTER1/4" NPT GREASE FITTING3
16 24
GUIDE CENTERLINE
B
B
SECTION B-B
SCALE 1/10
9 14
HOOK CENTERLINE
C
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SECTION C-C
SCALE 1/5
15 15
A DETAIL A
SCALE 1 / 2
WIRE ROPE WIRE ROPE
(6)
LIFTING BEAM NAME PLATE AND SAFETY INFORMATION
TO BE LOCATED ON SIDE OF BEAM WHERE SHOWN
D
D
SECTION D-D
SCALE 1/20
NOTES:
1. ATTACH HATCH RIGGING TO D RINGS (ITEM 23)
2. TOTAL WEIGHT: 4449 LBS
3. USE IN 595-0020
14 3/4
21 21
17291920
TOP VIEW
FRONT VIEW
BACK VIEW
SIDE VIEW
ISOMETRIC VIEW
1/16
.13 BOTH SIDES
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595-0502
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PARTS LIST
WEIGHT (LBS)MANUFACTURER PART NUMBERMANUFACTURER/
MATERIALREVABCO PART NUMBERDESCRIPTIONQTYITEM
1023.9-595-0521LIFTING BEAM SIDE 121
23.2-595-0523WELD, GUIDE SHOE42
8.4-595-0526RING MOUNT BAR23
4.4-595-0528THROW STOP24
55.3-595-0530PIN DOUBLER45
16.2-595-0531ROPE RETAINER26
56.7A36 PLATEPLATE 1/2" x 20" x 20"27 169.5A36 CHANNELC 15x40 x 48"28 4.8A36 FLAT BARFLAT BAR 3/8" x 3" x 15"69 2.2A36 FLAT BARFLAT BAR 3/8" x 3" x 7"110
3.3A36 PLATEPLATE 14" X 7" X 1"111
3.3A36 PLATEPLATE 14" X 6" X 1"112
0.8A36 FLAT BARFLAT BAR 1" X 1 1/2" X 14 1/2"113
6 1/2
54 1/4 134
60 1/4 134.00
3 1/2 TYP
2 1/2 TYP
Ø5.995+.002 -.002
Ø5.995+.002 -.002
Ø4.995+.002 -.002
Ø4.995+.002 -.002
Ø1.500+.005 -.000
1/4
TYP
WELD PER KCC-4A
1/4
TYP
WELD PER KCC-4A
1/4 1/4
TYP
3 SIDES
WELD PER KCC-4A
1 1
1/4
TYP
WELD PER KCC-4A
/4
/4
3/
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6.00 1.50
7.00
4 1/2
4 1/2
NOTES:
1. PAINT PER SPEC SECTION 09 97 02.10 26
2. MASK BORE SURFACE
3. USE IN 595-0501
10R10 1/4
1/4
TYP
WELD PER KCC-4A
1/4
TYP
WELD PER KCC-4A
3/16 3/16
TYP
WELD PER KCC-4A
4 1/2
(9 5/8)
3 1/2 TYP3
/4
1/
5/
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10 3/4 10 3/4
14° 14°
1/4
TYP
WELD PER KCC-4A
4 4
3 3/8 TYP
FRONT VIEW
TOP VIEW
ISOMETRIC VIEW
SIDE VIEW
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595-0503
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PARTS LIST
WEIGHT (LBS)MANUFACTURER PART NUMBERMATERIALREVABCO PART NUMBERDESCRIPTIONQTYITEM
41.7ASTM A106 GRADE CTUBE 8" OD x 1" WALL x 6-11/16"11 116.6ASTM A514 GR E PLATEPLATE 3" x 11-3/4" x 20"12 1.2ASTM A36 PLATEPLATE 7/8" x 2-1/2" x 3"13
1/4 45~
1/4
1/4 45~
1/4
TYP
SEE NOTE 1
1/4 1/4
TYP
SEE NOTE 1
1.84
1.06
(23.08)
11.75
R.75 R1.50
R8.00
R8.00
R1.75
R.25
6.00
A A
SECTION A-A
SCALE 1 / 2
6.688
Ø 6.0000+.0016 -.0000
(3.00)
R10.25
(.88)
20.06
Ø1.500+.001 -.000
R1.25
1.75Ø8.00
1.84
R2.00
2.50
3.00
6.69
9.08
4.74
4.74
NOTES:
1. WELD WILL BE QUALIFIED BY TESTING UPON APPROVAL OF DESIGN. CONSTRUCTION DOCUMENTS WILL INCLUDE QUALIFIED WPS
DESIGNATION
2. PAINT PER SPEC SECTION 09 97 02.10 26
3. MASK BORE SURFACE
4. WELD WITH E70 ELECTRODE MINIMUM
5. USE IN 595-0501
R8.00
11.73
3.43
.67
.24
Q DRILL
1/8" NPT
FRONT VIEW SIDE VIEW
ISOMETRIC VIEW
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| MB12 BOM Group 6 |
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