TPlans-BAR_Spillway Gate Chains Fabrication_RTA Final.pdf
PDF 933 KB Posted
- Attached to
- Lake Barkley Spillway Gate Chains Fabrication Federal contract opportunity
- Solicitation number
- W912P524B0005
About this file
This document is a set of technical drawings and specifications for the fabrication of lifting chain assemblies and components for the spillway gates at the Barkley Dam project on the Cumberland River in Kentucky and Tennessee.
The drawings provide detailed design information, bill of materials, and manufacturing requirements for the various parts of the lifting chain system, including side bars, links, pins, collars, washers, and retainer rings. The parts are to be fabricated from AISI 4140 alloy steel and bronze materials. The drawings indicate that the fabrication is for one dam gate, with two sets of lifting chains. The contract number is W912P5-24-B-0005, and the solicitation number is W912P5-24-B-0005. The drawings are certified final documents approved by the U.S. Army Corps of Engineers, Nashville District.
View the file
Other files for this federal contract opportunity
Show all 13
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
For the best experience, open this PDF portfolio in
Acrobat X or Adobe Reader X, or later.
Get Adobe Reader Now!
http://www.adobe.com/go/reader
LIFTING CHAIN ASSEMBLY
SCALE: 3"=1'-0"
MK 55/31-1 END SIDE BAR
SCALE: 6"=1'-0"
SIDE VIEW
MK 55/31-2 SIDE BAR
MK 55/31-18 CLOSE LINK
SCALE: 12"=1'-0"
MK 55/31-19 LONG LINK
MK 55/31-20 SHACKLE
TOP
MK 55/31-21 PIN
US Army Corps of Engineers
A P
R
D
E S
C
I
T
O
N M
K
SHEET
IDENTIFICATION
Q9-M-101
CERTIFIED FINAL DOCUMENTS - RTA
F
L
U
B
W
X
G
Y
H
Z h a i n s d w g
V
J
2 3 4 5 6 7 8 9 10 11 12 13 14 e r s h e c x m f j o c u t s V a u l t r k i g n s C i v i l k s C b r l a n d
R i v e r B a r k l e y S p i l y e
C h a i n s S h e e t s B A R
C h a i n
55/31-11
55/31-6
55/31-15
55/31-1
55/31-13
2' 8-3/4" 1'-0"
79' 8-3/4"
55/31-3
55/31-8
55/31-2
55/31-14
55/31-5
55/31-9
55/31-7
55/31-12
55/31-4
55/31-10
55/31-16
1 1/8" +.020
- .027
2'-8 3/4" +.005
- .005
2"
3'-5 3/4"
4 1/2" 4 3/4"
1'-0" +.005
- .005
1'-8 1/2"
1 3/4"
1 1/8" +.020
- .027 n4" +.0035
-.0000
Note:
Pins No. 1 to 5 incl., to be 55/31-3
Pins No. 6 to 16 incl., 18 to 37 incl., 40 to 57 incl.
and 60 to 77 incl. to be 55/31-4
Pins No. 17, 38, 39, 58, 59 and 78 to be 55/31-5
BILL OF MATERIALS
MK # DESCRIPTION
QUANTITY
MATERIAL BHN
55/31-1
END SIDE
BAR
AISI 4140
ALLOY
STEEL
308-328
55/31-2
SIDE BAR 616
55/31-18
CLOSE LINK 192
SEE SPECS
55/31-19
LONG LINK 8
SEE SPECS
55/31-20
SHACKLE 8
55/31-21
PIN 8
2 3/8"
3 7/8"
4 3/8"
2 7/8"
R5/8" n2" n7/8"
3 5/8" 1"
R9/64"
3 7/16"
3 3/16"
1/4"
1/16x45°
CHAMFER
n4"+.0035 n5"+.0035
- .0000
NOTES:
1. QUANTITIES SHOWN IN THE BILL OF MATERIALS ARE FOR ONE
GATE (TWO SETS OF CHAINS).
2. ALL EDGES SHOWN SHARP SHALL HAVE AN APPROXIMATE
EDGE OF 0.02" UNLESS SPECIFIED.
3. ALL EDGES SHOWN ROUND SHALL HAVE AN APPROXIMATE
EDGE OF 0.25" UNLESS SPECIFIED.
4. LINK PITCH DIMENSIONS TO BE HELD TO A MINIMUM TO ENSURE
THAT EACH SIDE BAR OF ANY LINK WILL HAVE EQUAL BEARING
UNDER LOAD AND THE LINKS MATCHED SO THAT THE TOTAL
ACCUMULATIVE LENGTH OF THE CHAIN WILL NOT VARY MORE
THAN 3/8" WITH ITS MATCHING CHAIN.
5. CHAIN COMPONENTS MUST BE SPRAYED WITH A GRAPHITE
LUBRICANT AND COATED WITH GREASE DURING ASSEMBLY. SEE
SPECIFICATIONS FOR THE REQUIREMENTS OF THE GREASE.
125 FINISH ALL OVER EXCEPT AS NOTED
4 1/4"
125 FINISH ALL OVER
MK 55/31-3 SHORT PIN
TOP VIEW
MK 55/31-4 NORMAL PIN
MK 55/31-5 RACK PIN
MK 55/31-6 BOTTOM PIN
MK 55/31-17 GREASE FITTING
SCALE: 48"=1'-0"
SCALE: 48"=1'-0"
Q9-M-102 r s h e c t s V a u l k i g n s C i v i k s C r l a n d
R i v e r B a r k l e y S p i l e
C h a i n s S h e e t s B A R
C h a i n
1'-n3
" DEEP
n11
DRILL AND TAP
FOR ALEMITE
GREASE FITTING
1'-4
1'-8
1'-1
55/31-3
SHORT PIN 10
ALLOY STEEL
378-398
55/31-4
NORMAL PIN 134
RACK PIN 12
55/31-6
BOTTOM PIN 2
55/31-17
GREASE
FITTING
316 ZINC PLATED
" +.030
- .000
1'-3
"+.030
1'-7
1/16x45° CHAMFER
BOTH ENDS
NOTES:
1. ALL GREASE HOLE INSIDE DIMENSIONS MUST
HAVE A FINISH OF 16.
2. ALL FINISHES WILL BE 125 UNLESS OTHERWISE
NOTED.
3. SEE DRAWING Q9-M-101 FOR ADDITIONAL NOTES.
4. QUANTITIES SHOWN IN THE BILL OF MATERIALS
ARE FOR ONE GATE (TWO SETS OF CHAINS).
16 FINISH ALL OVER EXCEPT AS NOTED
"2
"3
" 2
MK 55/31-7 SPACER SLEEVE
MK 55/31-8 COLLAR
MK 55/31-9 RACKING COLLAR
MK 55/31-10 SPACER WASHER
MK 55/31-11 SPACER WASHER
MK 55/31-12 WASHER
MK 55/31-13 WASHER
MK 55/31-14 RETAINER RING
MK 55/31-15 RETAINER RING
MK 55/31-16 LINK PLATE
Q9-M-103 r s h e c t s V a u l k i g n s C i v i k s C r l a n d
R i v e r B a r k l e y S p i l e
C h a i n s S h e e t s B A R
C h a i n
" +0
-1/64
1/16" R. BOTH SIDES
1/8" DIA. DRILL & C'SINK
4" +0
" 1
1/16" 45° CHAMFER
BOTH SIDES
1/16" 45° CHAMFER
0.0403"
#18 B&S GAGE
.1875" ±1/32
0.0403"
#18 B&S GAGE
R1" n29
" DRILLED
8" 1"
.1875" ±1/32 1
55/31-7
SPACER SLEEVE 156
AISI 4140 ALLOY
COLLAR 268
RACKING COLLAR 24
55/31-10
SPACER WASHER 4
55/31-11
SPACER WASHER 4
55/31-12
WASHER 936
BRONZE CDA
200, HALF HARD
55/31-13
WASHER 16
BRONZE CDA
200, HALF HARD
55/31-14
RETAINER RING 312
440-480
55/31-15
RETAINER RING 4
440-480
55/31-16
LINK PLATE 4
GENERAL NOTES:
1. ALL FINISHES WILL BE 125 UNLESS
OTHERWISE NOTED.
2. SEE DRAWING Q9-M-101 FOR ADDITIONAL
NOTES.
3. QUANTITIES SHOWN IN THE BILL OF
MATERIALS ARE FOR ONE GATE (TWO SETS OF
CHAINS).
63 FINISH ALL OVER EXCEPT AS NOTED
1/16X45° CHAMFER,
Q9-M-101
Q9-M-102
Q9-M-103
Plans For Barkley Lock and Dam
Spillway Gate Chain
Fabrication
Cumberland River
Livingston and Lyon County
Grand Rivers, Kentucky
Nashville District
W912P5-24-B-0005 Submitted:
Waldy F. Picardo
Project Engineer
Approval Recommended:
Adam C. Walker, P.E., PMP
Chief, Design Branch
Approval Recommended:
Benjamin L. Rohrbach, P.E.
Chief, Engineering Construction Division
Approved:
Lt. Colonel, Robert W. Green
USACE Nashville, District Engineer
(2.) The approval signatures appearing in the signature block on this sheet constitute approval of all drawings listed in the sheet index.
of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
(1.) This project was designed by the Nashville District of the U.S. Army Corps of Engineers. The initials or signatures and registration designations
Note:
May 2024
Certified Final Documents - RTA
CONTRACT DRAWINGS
TITLESHEET NO.
M-101
FILE NAME
Q9-M-101 TAINTER GATE OPERATING MACHINERY - LIFTING CHAIN -
MECHANICAL
M-102 Q9-M-102 TAINTER GATE OPERATING MACHINERY - LIFTING CHAIN -
M-103 Q9-M-103 TAINTER GATE OPERATING MACHINERY - LIFTING CHAIN -
ASSEMBLY AND DETAILS SHEET 1 OF 3
ASSEMBLY AND DETAILS SHEET 2 OF 3
ASSEMBLY AND DETAILS SHEET 3 OF 3
File details come from the government source that posted it. Updated .