W9127821R0021 Exhibit 2-Black Warrior and Tombigbee River Drawings.pdf
PDF 848 KB Posted
- Attached to
- BW&T Lock Strut Arm(s) Federal contract opportunity
- Solicitation number
- W9127821R0021
About this file
This document package includes engineering drawings and specifications for the fabrication and delivery of lock strut arm(s) for navigation locks. The package calls for the fabrication of lock strut arm assemblies approximately 20 feet in length according to the attached drawings and specifications. The fabricated arms will connect navigation lock miter gates to hydraulic operating cylinders and be delivered to the Department of the Army Corps of Engineers Engineering District Mobile, where the government will offload the arms. Relevant details in the engineering drawings include dimensions, materials, and fabrication requirements for lock strut components including pins, plates, nuts, bushings, and other parts.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W9127821R0021 SF 33.pdf | ||
| W9127821R0021 Exhibit 1-BWT Spare Strut Arms Project Schedule.pdf |
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Text version
US Army Corps of Engineers®
MOBILE DISTRICT
109 SAINT JOSEPH STREET
MOBILE AL 36602
BLACK WARRIOR AND TOMBIGBEE RIVER BWT
SPARE STRUT ARMS
BLACK WARRIOR AND TOMBIGBEE
RIVER
FEB 20 1
ARM-TO-GATE ASSEMBLY
SCALE: 3" = 1'-0"
STRUT PIN ASSEMBLY
SCALE: 3" = 1'-0"
12/16-1
12/16-2
12/14-2
11/19-7
12/16-1
12/16-2
1'-2
1'-2" DIA.
1'-2
" DIA.
TYP
TYP
C
L
BEARING
C
L
C
L
C
L
OPERATING
STRUT
BEARING
GIRDER G-1
5/16
EYE BOLT
BEARING
11/19-4
BUSHING
11/19-5
FITTED BOLTS
11/19-6
COLLAR
11/19-1
ADJUSTING RINGS
11/19-3
VERTICAL STRUT PIN
11/19-7
COLLAR
11/19-1
ADJUSTING RINGS
11/19-3
FITTED BOLTS
11/19-6
PL-1"
BAR-4
x
BEARING
CAST STEEL - ASTM A27 -73, GRADE 65-35
MARK: 11/19-4 MAKE :2
SCALE: 1 1/2" = 1'-0"
BUSHING
BRONZE - ASTM B148 -76, ALLOT 9C
MARK: 11/19-5 MAKE :2
SCALE: 1 1/2" = 1'-0"
DRILL AND SPOT FACE
FOR FITTED BOLTS
11/19-6
DOWEL
11/19-2
TAP FOR
" EXTRA
STRONG BRASS PIPE
12 SPACES
AT 30°
DRILL FOR DOWEL
11/19-2
GREASE GROOVE
1/8" WIDE x 1/16" DEEP
SPACED AT 30°
GREASE GROOVE 1/4"
WIDE x 1/8" DEEP
BUSHING DIA. 11.0028"
+.000
-.005
BEARING DIA. 11.0000"
+0.0013"
-0.0000"
9.500"
+0.000"
-0.005"
1'-2" DIA.
1'-5
" BOLT DIA.
1'-9" DIA.
DOWEL
STRUCTURAL STEEL - ASTM A-36
MARK 11/19-2 MAKE:4
SCALE: 12" = 1'-0"
1'-2" DIA.
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FINISH ALL SURFACES 250
COLLAR
STRUCTURAL STEEL - ASTM A-36
MARK: 11/19-1 MAKE: 2
SCALE: 1" = 1'-0"
ADJUSTING RING
STRUCTURAL STEEL - ASTM A-36
MARK: 11/19-3 MAKE: 16
SCALE: 1" = 1'-0"
" 1
STD. HEX HD.
LOCK WASHER
1" STD.
HEX NUT
FITTED BOLT
STEEL - ASTM A-325
MARK 11/19-6 MAKE:24
SCALE: 6" = 1'-0"
DIA. 9.489"
1'-0
DIA. 9.489"
VERTICAL GATE STRUT PIN
Ø
FORGED ALLOY STEEL - ASTM A668, CLASS K
MARK: 11/19-7
SCALE: 1-1/2" = 1'-0"
+.000
-.005
+.000
-.005
TAP 7/8" DIA. FOR
EYE BOLT
FINISH ALL SURFACES 125 UNLESS NOTED
GREASE GROOVE
1/4" WIDE X 1/8" DEEP
11/19
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GENERAL NOTES:
1) MACHINED SURFACE FINISHES SHALL CONFORM TO ASME B46.1.
ALL SURFACES SHALL BE FINISHED 250 UNLESS OTHERWISE
NOTED.
2) ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING
SOCIETY SPECIFICATIONS AWS D1.1. WELDING SYMBOLS SHOWN
ARE THOSE ADOPTED BY AWS AND INDICATE ONLY SIZE AND TYPE
OF WELDS REQUIRED. DETAIL INFORMATION (WPS, PQR, AND
WELDER CERTIFICATIONS) SHALL BE SUBMITTED BY THE
CONTRACTOR FOR APPROVAL.
3) QUANTITIES SHOWN ARE FOR ONE COMPLETE STRUT ARM
SYSTEM.
4) ADJUSTING RINGS SHALL BE INSTALLED AS REQUIRED IN THE
STRUT PIN ASSEMBLY TO PROVIDE PROPER OPERATING
CLEARANCES.
5) FOR CONNECTION TO GATE STRUT, SEE 12/14.
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AutoCAD SHX Text 6"
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AutoCAD SHX Text 3"
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SCALE: 3" = 1'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text 12"
AutoCAD SHX Text 1'
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AutoCAD SHX Text 6"
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SCALE: 1-1/2" = 1'-0"
AutoCAD SHX Text 3"
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125 125 125 125
125 125 125 125
125 125 125
125 125 125
18'-8"
1'-10
" 3'-3
" 3'-3
" 2'-3
" 4'-11
3'-0"
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4"
5'-3"
24.000
+.004
-.000
24.000
+.004
-.000
24.000
+.004
-.000
TAP 3/4"-UNC 10-2B
1" DEEP, 2 HOLES
6.250
+0.005
-0.000
2'-0"1'-0"
" 9
125 125 125
125 125 125 125
GATE STRUT
CARTRIDGE HOUSING
11"
STRIP FLANGE & WELD
D
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"2
" 5
3"3"
1" 4" 1"
2'-9
3"3"3"3"
2'-9
"2'-9
3"
D
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R
Ø
1/2
1/2
1/2
W14x109
" DRILL FOR 1" DIA.
BOLTS 12/6-4, 12 HOLES
1'-7
FINISH TO HERE
1/2
1/2
R
TAP
"-UNC 11-2B
1" DEEP, 4 HOLES
1" 4" 1"
R
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3"
" 1'-2
3"
3'-3
3"3"
3'-3
" 3'-3
3"
11'-9
3"
" 2
1"
1'-3
1"
1'-5
1'-5
SECTION
1'-5
1'-2
1'-8
1"
1"
LOW-ALLOY STRUCTURAL STEEL - ASTM A242
MARK: 12/14-1 MAKE: 1
SCALE: 1 1/2" = 1'-0"
CAST STEEL - ASTM A148, GRADE 80-40
MARK: 12/14-2 MAKE: 1
SCALE: 1 1/2" = 1'-0"
HALF SECTION ON CENTER LINE
SECTIONSECTION
12/16-10
2'-9
" 3'-3
19'-7" (ASSEMBLED LENGTH)
1'-2
" 3'-3
" 3'-3
" 3'-3
3'-3
12/16-612/15-212/15-1
1/2" STAINLESS STEEL
TUBING (TYP.)
1/2" x 1/2" - TUBE 90° ELBOW
STAINLESS STEEL
1/2" TUBE x 1/4" MALE PIPE THD.
90° ELBOW STN. STL.
1/4" TAP FOR BUTTON HEAD
ALEMITE FITTING
12/15-5
12/16-712/16-4
12/14-1
12/15-6
12/16-1
12/16-2
1/2" BUTTON HEAD ALEMITE FITTINGS
1/2" TUBE x 1/2" FEMALE PIPE THREAD
90° ELBOW, STAINLESS STEEL
12/15-4
12/15-3
12/15-4
12/14-1
12/16-11
12/16-3
12/16-10
12/16-9
12/8-1
12/16-5
12/16-3
12/14-1
12/14-2
DOUBLE EAR PIPE CLAMPS.
TACK WELD IN PLACE (TYP.)
1/2" FLEX HOSE
1/2" STN. STL. TUBING (TYP.)
12/16-8
9 - BUTTON HEAD ALEMITE FITTINGS
(4 OPPOSITE SIDE)
12/16-2
90° ELBOW STAINLESS STEEL,
1/2" TUBE x 1/2" MALE PIPE
THREAD
ASSEMBLY OF GATE STRUT
SCALE: 1 1/2" = 1'-0"
SECTION
3"
5.250"
+0.004"
-0.000"
1 1/2"
RAD.
1/4" x 3/32" DEEP
GREASE GROOVE
PLANING PAD
D
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1'-3
5" DIA.
5 1/2"
DIA.
1/8" RAD.
1/2" TUBE x 1/4" MALE PIPE
THREAD 90° ELBOW,
STAINLESS STEEL
1/2
1/2
"9
"9
"9
PLANING PAD
3"
11/19-7
12/16-2
12/16-1
SCALE: 3"=1'-0"
PLANING LIP
2"
2"
1'-2
125125
CL OF BEAM
PLANING PAD
SCALE: 3"=1'-0"
" 5
1'-5
3"
" 7
2" 2"
1'-3
CL CARTRIDGE HOUSING
END OF
FINISH
DRILL AND TAP FOR 1/4" PIPE PLUG
DRILL AND TAP FOR 1/4" LUBRICATION PIPE FITTING
12/14
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GENERAL NOTES:
1) MACHINED SURFACE FINISHES SHALL CONFORM TO ASME B46.1.
ALL SURFACES SHALL BE FINISHED 250 UNLESS OTHERWISE
NOTED.
2) ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING
SOCIETY SPECIFICATIONS AWS D1.1. WELDING SYMBOLS SHOWN
ARE THOSE ADOPTED BY AWS AND INDICATE ONLY SIZE AND TYPE
OF WELDS REQUIRED. DETAIL INTORMATION (WPS, PQR, AND
WELDER CERTIFICATIONS) SHALL BE SUBMITTED BY THE
CONTRACTOR FOR APPROVAL.
3) ALL MACHINING ON FLANGES OF BEAM SHALL BE DONE AFTER
WELDING AND STRESS RELIEVING.
4) W14X109 BEAM SHALL BE SELECTED TO SUIT DIMENSIONS SHOWN.
5) QUANTITIES SHOWN ARE FOR ONE COMPLETE STRUT ARM
SYSTEM.
6) COMPONENTS SHALL BE PAINTED IN ACCORDANCE WITH
SPECIFICATIONS.
7) MACHINED SURFACES AND EXPOSED THREADS SHALL BE COATED
WITH A PETROLEUM-BASED RUST INHIBITOR AND WRAPPED IN A
HEAVY CANVAS OR OTHER SUITABLE PROTECTIVE MATERIAL.
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AutoCAD SHX Text 6"
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AutoCAD SHX Text
SCALE: 3" = 1'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text 12"
AutoCAD SHX Text 1'
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SCALE: 1-1/2" = 1'-0"
MALE HALF OF SPRING CARTRIDGE FEMALE HALF OF SPRING CARTRIDGE
" RADIUS
1" 1"
R
R
3 3
1"1" 3"
" RADIUS
R
R
" 3
" 3
" 6
2'-1
R
DRILL & REAM #8 X 3-3/4" LONG
TAPER DOWELS AT ASSEMBLY
WITH MALE HALF 12/15-5,
2 HOLES
2'-1
" 3
" 3
" 6
2"
SQUARE HEAD BOLT STUD
2"
1'-11
2"
2'-3
U
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OUTER SPRING
INNER SPRING
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28.80±0.25"
25.6±0.25"
SPRING TO BE CADMIUM PLATED ASTM B766 TYPE NS
TOTAL # OF COILS: 11.54; COILED LEFT HAND; 9.54 WORKING COILS
SPRING TO BE CADMIUM PLATED ASTM B766 TYPE NS
TOTAL # OF COILS: 16.67; COILED RIGHT HAND; 14.67 WORKING COILS
SQUARE & GRIND
BOTH ENDS
SQUARE & GRIND
BOTH ENDS
= FREE LENGTH
O D
O D
4"
DRILL 1 1/16" FOR
12/15-3 AND 12/15-4
SPOT FACE - 8 HOLES
DRILL & REAM #8 X 3-3/4" LONG
TAPER DOWELS AT ASSEMBLY WITH
FEMALE HALF 12/15-6, 2 HOLES
" 1
SECTION SECTION
U
A
SEMI-FINISH NUTS AND LOCK WASHERS
SEMI-FINISH NUTS AND LOCK WASHERS
= FREE LENGTH
SECTIONAL VIEW
12/15-4
12/16-6
12/15-4
#8 TAPER DOWEL
12/14-1
12/14-2
12/15-3
12/16-4
12/15-6
12/15-5
2'-3
3" 1"
" 5
" 1
3"1"
"5
"8
ELEVATION
PLAN
CAST STEEL, ASTM A27, GRADE 65-35
MARK: 12/15-6
MAKE: 6
SCALE: 3" = 1'-0"
CAST STEEL, ASTM A27, GRADE 65-35
MARK: 12/15-5
MAKE: 6
SCALE: 3" = 1'-0"
BOLT STEEL, SAE GRADE 2
MARK: 12/15-3
MAKE: 24
SCALE: 3" = 1'-0"
BOLT STEEL, SAE GRADE 2
MARK: 12/15-4
MAKE: 12
SCALE: 3" = 1'-0"
SPRING STEEL, ASTM A125
MARK: 12/15-1
MAKE: 6
SCALE: 3" = 1'-0"
SPRING STEEL, ASTM A125
MARK: 12/15-2
MAKE: 6
SCALE: 3" = 1'-0"
" 2'-1
"1'-10
"1
12/16-4
12/16-7
12/16-6 12/15-1 12/15-2
12/16-4
12/16-7
12/16-6
2'-3
12/15-4 12/15-3
12/15-5 12/15-6
12/16-7
12/16-8
12/16-4
12/16-7
12/16-8
12/16-4
12/16-6
DRILL 1 1/16" FOR 12/15-3 AND
12/15-4 SPOT FACE - 8 HOLES
125 125
ASSEMBLY OF GATE STRUT SPRING CARTRIDGE
SCALE: 3" = 1'-0"
SECTION
12/16-7
12/16-8
12/16-4
12/15-6
12/15-5
12/16-4
TOTAL
Δ
= 10.05"
1'-1
" 1'-1
" 3
" 6
3'-3
" 2'-3
" 6
1"
12/16-6
12/15-4
12/15-3
12/15-4
12/14-1
1"
12/16-7
12/16-8
12/16-6
28.80"
L O
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SOLID HEIGHT = 18.75"
L O
L I D
TOTAL Δ = 6.85"
25.6"
SOLID HEIGHT = 18.75"
ASSEMBLED HEIGHT = 22 1/2"
SPRING LOADING DIAGRAM
A S
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L O k i p s
1'-0"
1'-0"
12/14-2
STRESS = 100 KIPS/SQ IN (SOLID)
Δ PER COIL = 10.05"/9.54 = 1.054"
Δ PER COIL = 6.85"/14.67 = 0.467"
12/15
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GENERAL NOTES:
1) MACHINED SURFACE FINISHES SHALL CONFORM TO ASME B46.1.
ALL SURFACES SHALL BE FINISHED 250 UNLESS OTHERWISE
NOTED.
2) EACH CARTRIDGE SHALL BE SHOP ASSEMBLED AND SPANNER
BOLT 12/16-4 ADJUSTED TO GIVE 20.2 KIPS +- 5%
3) THE SPRINGS AND ALL INTERNAL PARTS OF THE CARTRIDGE
SHALL BE COATED WITH HEAVY GREASE AT ASSEMBLY.
4) QUANTITIES SHOWN ARE FOR ONE COMPLETE STRUT ARM
SYSTEM.
5) COMPONENTS SHALL BE PAINTED IN ACCORDANCE WITH
SPECIFICATIONS.
6) MACHINED SURFACES AND EXPOSED THREADS SHALL BE
COATED WITH A PETROLEUM-BASED RUST INHIBITOR AND
WRAPPED IN A HEAVY CANVAS OR OTHER SUITABLE PROTECTIVE
MATERIAL.
AutoCAD SHX Text 12/15
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SCALE: 3" = 1'-0"
6"
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5"
" 3
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1"
1'-1
" 3
3"
" 11
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DEEP, 8 HOLES
EQUALLY SPACED
FINISH ALL OVER 125
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10 EQUAL SPACES
15/16" DRILL,
1 1/2" DEEP,
8 HOLES
1/2" DRILL, 2 HOLES
FURNISH 1/2" DIA. X 12"
LONG MONEL PIN. PEEN
OVER BOTH ENDS
1"
U
B
5/16" DRILL,
3/4" DEEP, 8 HOLES
EQUALLY SPACED
Ø
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DRILL 1/4" DIA., 9-7/8" DEEP,
COUNTERDRILL FOR 1/4" PIPE
FOR ALEMITE FITTING
R
1/4" DRILL
DRILL FOR 1/2" DIA.
MONEL PIN - SEE
SPANNER NUT
11/16" DIA.
DRILL THRU
2 HOLES
1"
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HORIZONTAL STRUT PIN VERTICAL STRUT PIN
SPANNER BOLT SPANNER NUT SPRING PLATE SPANNER NUT LOCK SPRING
KEEPER PLATE
SECTOR ARM BUSHING GARLOCK KLOZURE
FORGED STEEL, ASTM A668 - CLASS F
MARK: 12/16-1
MAKE: 2
SCALE: 3" = 1'-0"
FORGED STEEL, ASTM A668 - CLASS F
MARK: 12/16-3
MAKE: 1
SCALE: 3" = 1'-0"
STRUCTURAL STEEL, ASTM A36
MARK: 12/16-2
MAKE: 2
SCALE: 3" = 1'-0"
MACHINE STEEL, AISI 1035
MARK: 12/16-4
MAKE: 12
SCALE: 3" = 1'-0"
MACHINE STEEL, AISI 1035
MARK: 12/16-5
MAKE: 1
SCALE: 3" = 1'-0"
STRUCTURAL STEEL, ASTM A36
MARK: 12/16-6
MAKE: 12
SCALE: 3" = 1'-0"
MACHINE STEEL, AISI 1035
MARK: 12/16-7
MAKE: 12
SCALE: 3" = 1'-0"
SPRING STEEL, ASTM A689
MARK: 12/16-8
MAKE: 12
SCALE: 3" = 1'-0"
TIN BRONZE, ASTM B505 C91300 MARK: 12/16-9
MAKE: 1
SCALE: 3" = 1'-0"
1/4" X 1/8" DEEP
GREASE GROOVES
FELT WASHER TYPE, GARLOCK MODEL 26 OR
APPROVED EQUAL
MARK: 12/16-10
MAKE: 2
SCALE: 3" = 1'-0"
1'-9
1/8" R
SECTION
SECTION SECTION
SECTION
KEEPER BAR
STRUCTURAL STEEL ASTM A36
MARK: 12/16-11
MAKE: 1
SCALE: 3" = 1'-0"
1"
1"
1" 1"
13/16" DIA.
DRILL THRU
2 HOLES
TAP 1/4" IPS
FOR BUTTON HEAD
ALEMITE FITTING
1/4" DRILL
CHAMFER
1/8" X 45°
4"
12/16
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GENERAL NOTES:
1) MACHINES SURFACE FINISHES SHALL CONFORM TO ASME B46.1. ALL
SURFACES SHALL BE FINISHED 250 UNLESS OTHERWISE NOTED.
2) COMPONENTS SHALL BE PAINTED IN ACCORDANCE WITH
SPECIFICATIONS.
3) MACHINED SURFACES AND EXPOSED THREADS SHALL BE COATED
WITH A PETROLEUM-BASED RUST INHIBITOR AND WRAPPED IN A
HEAVY CANVAS OR OTHER SUITABLE PROTECTIVE MATERIAL.
AutoCAD SHX Text 12/16
AutoCAD SHX Text 12/16
AutoCAD SHX Text A
AutoCAD SHX Text 12/16
AutoCAD SHX Text 12/16
AutoCAD SHX Text B
AutoCAD SHX Text 12/16
AutoCAD SHX Text 12/16
AutoCAD SHX Text C
AutoCAD SHX Text 12/16
AutoCAD SHX Text 12/16
AutoCAD SHX Text D
AutoCAD SHX Text 12/16
AutoCAD SHX Text 12/16
AutoCAD SHX Text D
AutoCAD SHX Text 12/16
AutoCAD SHX Text 12/16
AutoCAD SHX Text A
AutoCAD SHX Text 12/16
AutoCAD SHX Text 12/16
AutoCAD SHX Text B
AutoCAD SHX Text 12/16
AutoCAD SHX Text 12/16
AutoCAD SHX Text C
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text 3"
AutoCAD SHX Text
SCALE: 3" = 1'-0"
6"
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File details come from the government source that posted it. Updated .