UG-FD-SS-802.pdf
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- Attached to
- Central Monorail Hoist Commissioning
- Solicitation number
- RFP-LBNF-368455-BF
About this file
This document is a technical engineering drawing from Arup USA Inc for the Fermilab Long-Baseline Neutrino Facility, specifically detailing monorail beam specifications for underground structural components. The drawing includes a comprehensive table of crane and monorail beam requirements, covering critical technical parameters such as maximum crane payload (16.5-20.0 US short tons), ultimate load capacities, beam flange dimensions, trolley specifications, and power requirements for different monorail locations (center, outer, and bridge cranes).
The technical specifications include detailed notes on beam fabrication, installation tolerances, electrical connections, and load distribution. Key requirements include: each crane shall have a joined control system monitoring simultaneous movements, powered by a continuous busbar fixed to the structural monorail beam, and load testing at 150% of maximum service load. The document emphasizes that the monorail crane beams are provisional and subject to reconfirmation after the hoist supplier provides final working loads and beam flange requirements, with lateral beam stability to be confirmed by FRA (likely Fermilab Research Alliance).
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Text version
CL BM
SPLICE
CL
SUPT
PER PLAN UG-FD-SS-200 SERIES
MONORAIL SUPPORT
BEAM
GALV PL 0'-0 1/2" (0.013m)
(0.076m)
0' - 3"
(0.076m)
0' - 3"
3/8
TYP 3 SIDES
TYP EACH
BEAM
(0 .30
5m
1'
- 0
NOTES:
1. SURVEY AS-BUILT SUPPORT LOCATIONS AND COORDINATE BEAM FABRICATION AND
ERECTION PRIOR TO AND THROUGHOUT ERECTION.
CJP, REMOVE BACKER BARS,
GRIND SMOOTH AT TOP AND BOT
OF FLANGE
(7/8)
PJP,CJP AT CM/GC OPTION
5/16 5/16
TYP
(0 .47
0m
1'
- 6
1/ 2"
(0.016m) 0' - 0 5/8"
(0 .03
8m
0'
- 1
1/ 2"
(0.203m)
0' - 8" TYP
BU18.5-1
TABLE1: CRANE AND MONORAIL BEAM ASSUMPTIONS AND REQUIREMENTS
MONORAIL BEAM REQUIREMENTS CRANE TROLLY CRANE FUNCTIONS
MONORAIL BEAM
LOCATION
CRANE TYPE MAXIMUM CRANE
PAYLOAD
MAX ULTIMATE LOAD
MONORAIL BEAM
MAX FLANGE BOTTOM
WIDTH
MIN # WHEELS PER
TROLLEY
MIN LENGTH OF
TROLLEY
LIFTING RANGE
(MINIMUM)
CRANE LIFTING
SPEED
CRANE TRAVELLING
SPEED
POWER REQUIRED
US SHORT TONS
(METRIC TONS)
US SHORT TONS
(METRIC TONS)
IN (mm) IN (mm) (ft) m fpm (mpm) fpm (mpm)
CENTER MONORAIL CRANE 16.5 (15.0) 32.0 (29.0) 8 (200) 8 60 (1524) 15 (4.572)
OUTER MONORAIL CRANE 16.5 (15.0) 32.0 (29.0) 8 (200) 8 60 (1524)
OUTER BRIDGE CRANE 20.0 (18.2) 46.2 (41.9) 8 (200) 8 60 (1524)
NOTES:
1. MONORAIL CRANE IS ASSUMED TO BE AFFIXED TO A TROLLEY WHICH HANGS BELOW THE BEAM. THE TROLLEY WHEELS ARE ASSUMED
TO DISTRIBUTE LOAD EQUAILY TO EACH SIDE OF THE BEAM FLANGE.
2. BRIDGE CRANE TYPE IS AN OVERHEAD CRANE MOUNTED ON A TRAVELING BRIDGE WHICH SPANS BETWEEN THE TWO OUTER MONORAIL BEAMS. THE CRANE BRIDGE IS ASSUMED TO HANG BELOW THE STRUCTURAL SUPPORT BEAMS, WITH A TROLLEY AT EACH END OF THE BRIDGE. THE TROLLEY WHEELS ARE ASSUMED TO DISTRIBUTE LOAD EQUALLY TO EACH SIDE OF THE BEAM FLANGE.
3. ALL CRANES SUPPORTED BY THE MONORAIL BEAMS SHALL BE HAVE A JOINED CONTROL SYSTEM WHICH MONITORS THE MOVEMENTS
AND LOCATIONS OF ALL SYSTEMS SIMULTANEOUSLY.
4. EACH CRANE SHALL HAVE ONE ELECTRICAL CONNECTION, AND SHALL BE POWERED BY CONTINUOUS BUSBAR FIXED TO THE STRUCTURAL MONORAIL BEAM. ALL TRAVELING ELECTRICAL COMPONENTS REQUIRED FOR THE CRANE TO MOVE SHALL BE SUPPLIED BY
THE CRANE INSTALLER.
5. MAXIMUM ULTIMATE LOAD INCLUDES THE CRANE PAYLOAD, THE WEIGHT OF ALL CRANE AND TROLLEY COMPONENTS, AND LOADING DYNAMIC EFFECTS, WITH LOAD FACTORS IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE.
6. EACH MONORAIL BEAM LINE IS ASSUMED TO BE LOADED BY ONE CRANE AT A TIME. MULTIPLE CRANES OPERATING ON THE SAME MONORAIL BEAM LINE MAY OCCUR IF EITHER THE LOADS OCCUR AT A MINIMUM OF 25'-0" (7.620m) APART, OR IF THE TOTAL ULTIMATE LOAD TO THE MONORAIL BEAM DOES NOT EXCEED THE ULTIMATE LOAD INDICATED IN THE TABLE.
7. AT EACH HANGER LOCATION, THE ANCHOR GROUP SHALL BE TESTED TO 150% OF THE MAXIMUM SERVICE LOAD, ASSUMED TO BE 49.5 US SHORT TONS(44.9 US SHORT TONS) FOR THE OUTER BEAMS AND 31.5 US SHORT TONS (28.6 METRIC TONS FOR THE CENTER BEAMS, UNTIL
EQUIPMENT WEIGHTS, ETC. ARE VERIFIED.
32 (9.754) 32 (9.754) 20 (6.096)
15 (4.572) 19 (5.791)
75 (22.860) 75 (22.860) 75 (22.860)
(2) 3 PHASE, 480V, 70A, 54kVA
(1) 3 PHASE, 480V, 100A, 81kVA
(TOTAL EACH CAVERN)
MONORAIL BEAM NOTES:
1. MONORAIL CRANE BEAMS SHOWN ARE PROVISIONAL AND ARE TO BE
RECONFIRMED AFTER THE HOIST SUPPLIER PROVIDES FINAL WORKING LOADS
AND BEAM FLANGE REQUIREMENTS.
2. LATERAL STABILITY OF BEAM TO BE CONFIRMED BY FRA ONCE SUPPLIER HAS
PROVIDED LOADINGS.
3. SEE 4/UG-FD-SS-802 FOR BEAM LOAD ASSUMPTIONS
4. MILL, FABRICATION, AND ERECTION TOLERANCES SHALL BE IN ACCORDANCE
WITH AISC SPECIFICATION, AISC CODE OF STANDARD PRACTCE. WHERE
SPECIFIC TOLERANCES ARE ALSO SPECIFIED IN THE CONSTRUCTION
DOCUMENTS, THE MORE STRICT CRITERIA SHALL GOVERN, UNLESS NOTED
OTHERWISE.
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 7:
P
M
415-1-6 UG-FD-SS-802
UNDERGROUND, STRUCTURAL
LBNF - FSCF - EXCAVATION
IB
AF
KS ARUP
ARUP
ARUP
TYPICAL CHAMBER MONORAIL
DETAILS, SHEET 2 OF 2
SCALE: 3" = 1'-0"
1TYPICAL MONORAIL BEAM SPLICE
3"=1'-0"
SCALE FEET
SCALE: 3" = 1'-0"
TYPICAL MONORAIL BUILT-UP
BEAM
SCALE: N.T.S.
CRANE AND MONORAIL BEAM
ASSUMPTIONS & REQUIREMENTS
1 11/02/18 60% FD SUBMISSION
2 02/08/19 90% FD SUBMISSION
3 05/03/19 100% FD SUBMISSION
4 11/26/19 ISSUED FOR CONSTRUCTION STAGE 1B
http://www.arup.com
File details come from the government source that posted it. Updated .