UG-FD-SS-801.pdf
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- Attached to
- Central Monorail Hoist Commissioning
- Solicitation number
- RFP-LBNF-368455-BF
About this file
This document is a detailed structural engineering drawing (UG-FD-SS-801) for the Long-Baseline Neutrino Facility (LBNF) underground monorail crane system. The technical drawing provides comprehensive specifications for monorail crane beam supports in underground chambers, including precise dimensional details, material specifications, and installation requirements. Key technical specifications include galvanized steel components like HSS6x6x1/2 beams, base plates with Fy = 50 KSI strength, and specific installation instructions for shotcrete interfaces, anchor rod embedment, and beam positioning tolerances.
The drawing covers multiple sections, including a longitudinal section of Chambers 1-4, typical monorail crane beam support details, and central monorail crane beam support configurations. Critical technical notes specify requirements such as a 3' x 3' rock notch centered on monorail beam supports, use of high-build epoxy repair mortar with minimum 5000 PSI strength, and precise clearance measurements for crane drive envelopes. The document is part of the Fermilab project's underground structural design, with the most recent revision issued for construction on 11/26/19, indicating it is a detailed engineering specification for infrastructure installation.
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Text version
ROCK
CHAMBER
SPRING LINE
MONORAIL CRANE
SUPPORT BEAM
0'-4" (0.102m)
REINFORCED
SHOTCRETE
GALV HSS6x6x1/2
GALV PL 1 x 8 x 1' - 0" (0.025m x 0.203m x 0.305m), Fy = 50 KSI
2'
- 4
" M
IN
NOTES:
1. SEE UG-FD-SS-200 SERIES FOR SUPPORT LOCATIONS.
2. A, B AND C WORKPOINTS SET OUT THE SHOTCRETE CLEARANCE
LINE .REQUIRED LOCALLY AT EACH HANGER POST, WITHIN THE LENGTH
OF THE NOTCH OUT AT EACH POST.
3. REFER TO 3/UG-FD-SS-802 FOR ADDITIONAL MONORAIL BEAM NOTES
A
SS-801
USE HIGH-BUILD EPOXY REPAIR
MORTAR, MIN STRENGTH 5000 PSI, TO
PROVIDE SMOOTH BEARING
SURFACE. GRIND SMOOTH AS
NECESSARY FOR FULL BEARING.
MAY USE NON-SHRINK GROUT (MIN
5000 PSI) UP TO 2" MAX TOTAL
THICKNESS (REPAIR MORTAR PLUS
GROUT) IN ADDITION TO REPAIR
MORTAR.
B
SS-801
PROVIDE 3' - 0" x 3' - 0" (0.914m x 0.914m)
NOTCH OUT OF ROCK CENTERED ON
MONORAIL BEAM SUPPORT. CENTER NOTCH
BETWEEN EXISTING ROCK REINFORCEMENT.
BACKFILL NOTCH WITH SHOTCRETE AFTER
INSTALLING BASEPLATE AND HSS
B/ST
ABOVE CAVERN FLOOR
CRANE DRIVE
CLEARANCE
ENVELOPE
(0.600m)
1' - 11 5/8"
(0 .47
0m
1'
- 6
1/ 2"
(0.300m)
0' - 11 7/8"
PROVIDE 0'-6" (0.15m)
CLEARANCE BETWEEN
TOP BEAM FLANGE
AND SHOTCRETE
GALV SHIM AS REQ'D (0'-0 1/4"
(0.006m) MAX TOTAL THICKNESS)
SHOTCRETE "A" LINE
A
B
C
(0 .30
m) (C
) 1
0"
(0.53m)
(A) 1' - 8 3/4"
(0.21m)
(B) 0' - 8 3/8"
(0.40m)
(C) 1' - 3 5/8"
(0 .60
m) (B
) 1
5/
8"
(1 .19
m) (A
) 3
5/
8"
SEE NOTE 2
(0.46m) 1' - 6"
(0.46m) 1' - 6"
"E" LINE AT MAX TOLERANCE
3'
- 8
" M
AX
EL = +20' - 9 1/8" (6.329m)
Level 4850
Y2
DRIFT OPENING BEYOND
CENTRAL MONORAIL
BEAM
EDGE MONORAIL BEAM
BEYOND
DRIFT
SS-801
SS-801
SS-802
SS-802
(9.76m) 32' - 0 3/8"
(6.10m) 20' - 0"
(7.62m) 25' - 0"
(6.10m) 20' - 0"
(7.62m) 25' - 0"
(6.10m) 20' - 0"
(7.62m) 25' - 0"
(6.10m) 20' - 0"
(7.62m) 25' - 0"
(6.10m) 20' - 0"
(7.62m) 25' - 0"
(6.10m) 20' - 0"
(3.74m) 12' - 3 3/8"
(3.88m) 12' - 8 5/8"
(6.10m) 20' - 0"
(7.62m) 25' - 0"
(6.10m) 20' - 0"
(7.62m) 25' - 0"
(6.10m) 20' - 0"
(7.62m) 25' - 0"
(6.10m) 20' - 0"
(7.62m) 25' - 0"
(6.10m) 20' - 0"
(7.62m) 25' - 0"
MONORAIL BEAM
SPLICE, TYP
0'-2" (0.051m) CLEAR, END
MONORAIL BEAM TO
CAVERN END WALL
ROCK
SHOTCRETE
MONORAIL CRANE
SUPPORT BEAM
A
SS-801
GALV PL1 x 8 x 1'-0" (0.025m x 0.203m x 0.305m), Fy=50ksi
GALV HSS6x6x1/2
SEE 2/UG-FD-SS-802
B
SS-801
B/ST
ABOVE CAVERN FLOOR
(0 .47
0m
1'
- 6
1/ 2"
CRANE DRIVE
CLEARANCE ENVELOPE
CRANE DRIVE
CLEARANCE ENVELOPE
(1.000m)
3' - 3 3/8"
GALV SHIM PLATES AS REQ'D
(0'-0 1/4"(0.006m) MAX TOTAL
THICKNESS)
EL = +32' - 7" (9.932m)
NOTES:
1. SEE UG-FD-SS-201 SERIES FOR SUPPORT
LOCATIONS.
2. REFER TO 3/UG-FD-SS-802 FOR ADDITIONAL
MONORAIL BEAM NOTES
(0.46m) 1' - 6"
(0.46m) 1' - 6"
"E" LINE AT MAX TOLERANCE
(0.032m) 0' - 1 1/4"
(0.032m) 0' - 1 1/4"
(0 .03
2m
0'
- 1
1/ 4"
(4) 0'-0 3/4"(0.019m) DIA
A490-SC BOLTS HSS
MONORAIL
BEAM
5/8
PROVIDE 0'-2"(0.051m) DIA
VENT HOLE IN PL FOR
GALVANIZING
LSL BOLT HOLES
IN BEAM FOR
TOLERANCE
(6) 0'-1 1/4" (0.032m) DIA HILTI
HAS-E B7 ANCHOR RODS W/
HILTI HIT-HY 200 SAFE SET
2'-1"(0.635m) MIN EMBED IN
ROCK.
HSS
5/8
2'
- 0
(0
.61 0 m
2' - 0" (0.610 m)
GALV BASE
PL 0'-1 1/2" (0.038m) Fy = 50 KSI)
0'
- 3
(0
.07 5 m
0' - 3" (0.075 m) 0' - 3" (0.075 m)
0'
- 3
(0
.07 5 m
EQ
EQ
EQ EQ
Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com
DRAWING NO.
SCALE:
REV.
REVISIONS
DESIGNED
DRAWN
CHECKED
DESCRIPTIONDATEREV.
Fermilab Long-Baseline Neutrino Facility
/2
/1
/2
4/
:4 5:
P
M
515-1-6 UG-FD-SS-801
UNDERGROUND, STRUCTURAL
LBNF - FSCF - EXCAVATION
IB
AF
KS ARUP
ARUP
ARUP
TYPICAL CHAMBER MONORAIL
DETAILS, SHEET 1 OF 2
SCALE: 1" = 1'-0"
TYPICAL MONORAIL CRANE BEAM
SUPPORT
SCALE: 1" = 20'-0"
CHAMBERS 1-4 LONGITUDINAL
SECTION
SCALE: 1" = 1'-0"
CENTRAL MONORAIL CRANE BEAM
SUPPORT
SCALE FEET
0 211 1"=1'-0"
1 1/2"=1'-0"
SCALE FEET
SCALE: 1 1/2" = 1'-0"
DETAIL A
SCALE: 1 1/2" = 1'-0"
DETAIL B
SCALE FEET
0 402020 1"=20'-0"
1 07/27/18 30% FD SUBMISSION
2 11/02/18 60% FD SUBMISSION
3 02/08/19 90% FD SUBMISSION
4 05/03/19 100% FD SUBMISSION
5 11/26/19 ISSUED FOR CONSTRUCTION STAGE 1B
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