Crab Cavities in IR1 and IR5 Some considerations on tunnel integration
IMPACT ON TUNNEL INTEGRATION, TRANSPORT STUDIES
description
Transcript of IMPACT ON TUNNEL INTEGRATION, TRANSPORT STUDIES
IMPACT ON TUNNEL INTEGRATION, TRANSPORT STUDIES
CLIC Two-Beam Module Review 15-16 September 2009
Keith Kershaw, CERN, EN-HE
2
CONTENTSAims of studyInputs and requirementsProposed solutionWork to reduce tunnel sectionImplications for module designOpen questionsModule mock-upsConclusions
15/16 Sept. 2009 CLIC Two-Beam Module Review Keith Kershaw
3CLIC Two-Beam Module Review Keith Kershaw
REMINDER - AIMS OF TRANSPORT STUDIES
Propose conceptual solution for lowering, underground transport and installation of CLIC modules.This conceptual solution will provide input into the tunnel integration studies and module integration work
15/16 Sept. 2009
4CLIC Two-Beam Module Review Keith Kershaw
TUNNEL CROSS SECTION 2007
15/16 Sept. 2009
5CLIC Two-Beam Module Review Keith Kershaw
EXPLANATION OF REQUIREMENTS
Lower modules to underground areaTransport along tunnel to installation siteTransfer onto supports
Minimise work undergroundBe quick (OVER 20,000 modules)Allow exchange of individual modules
15/16 Sept. 2009
6CLIC Two-Beam Module Review Keith Kershaw
MODULE CONDITIONING FOR TRANSPORT
Dimensions (see later slides)Weight - 1500kg
Unit of transport - one module at a timeSupport points – under girdersLift points - from above
15/16 Sept. 2009
CLIC Two-Beam Module Review Keith Kershaw
7
MODULE DIMENSIONS FOR TRANSPORT (2008)
Transport envelope in cyan – 1125 x 1150 x 2100Lifting points on top of the transport envelope.Intergirder support acceptable assumption for the moment.
15/16 Sept. 2009
8CLIC Two-Beam Module Review Keith Kershaw
TRANSFER TRAJECTORY RESTRICTIONS
Laterally - depends on what supports etc will already be installed on the floor – see later slidesLongitudinally – depends on clearance space between adjacent modules during transfer/installation
30mm allowed for interconnections space available during installation to be defined
15/16 Sept. 2009
9CLIC Two-Beam Module Review Keith Kershaw
500
MODULE INSTALLATION TRAJECTORY (2008)
15/16 Sept. 2009
10CLIC Two-Beam Module Review Keith Kershaw
VIBRATIONS / ACCELERATIONS
1g acceleration used as basis (i.e. normal handling techniques) Need to avoid overloading supports during installation.
15/16 Sept. 2009
11CLIC Two-Beam Module Review Keith Kershaw
PROPOSED TRANSPORT / INSTALLATION SYSTEM
15/16 Sept. 2009
3 cable trays 520mm
2 CV pipes 600mm
2 CV pipes 250mm
Drive beam
Drive beam
Main beam
Main beam
Safe passage
Transport train
Turnaround loop
RIGHT VIEWTYPICAL CROSS SECTION CLIC TUNNEL
Monorail
3 cable trays 520mm
2 CV pipes 600mm
2 CV pipes 250mm
Drive beam
Drive beam
Main beam
Main beam
Safe passage
Transport train
Turnaround loop
RIGHT VIEWTYPICAL CROSS SECTION CLIC TUNNEL
Monorail
3 cable trays 520mm
2 CV pipes 600mm
2 CV pipes 250mm
Drive beam
Drive beam
Main beam
Main beam
Safe passage
Transport train
Turnaround loop
RIGHT VIEWTYPICAL CROSS SECTION CLIC TUNNEL
Monorail
3 cable trays 520mm
2 CV pipes 600mm
2 CV pipes 250mm
Drive beam
Drive beam
Main beam
Main beam
Safe passage
Transport train
Turnaround loop
RIGHT VIEWTYPICAL CROSS SECTION CLIC TUNNEL
Monorail
3 cable trays 520mm
2 CV pipes 600mm
2 CV pipes 250mm
Drive beam
Drive beam
Main beam
Main beam
Safe passage
Transport train
Turnaround loop
RIGHT VIEWTYPICAL CROSS SECTION CLIC TUNNEL
Monorail
17CLIC Two-Beam Module Review Keith Kershaw
ShaftJonction chamberwith shielding
Loading areaMaintenance area
Services area10t Crane
BOTTOM OF SHAFT INTEGRATION
15/16 Sept. 2009
18CLIC Two-Beam Module Review Keith Kershaw
WORK TO REDUCE TUNNEL SECTION
Need to consider space neededfor transportfor installation transfer
15/16 Sept. 2009
19CLIC Two-Beam Module Review Keith Kershaw
SPACE REQUIREMENTS – TRANSPORT AND INSTALLATION
15/16 Sept. 2009
20CLIC Two-Beam Module Review Keith Kershaw
LOWER VEHICLE IN CASE TRANSFER TRAJECTORY IS LOWERED
15/16 Sept. 2009
21CLIC Two-Beam Module Review Keith Kershaw
LATERAL TRANSFER
15/16 Sept. 2009
22CLIC Two-Beam Module Review Keith Kershaw
4.5m SECTION JULY 2009 WITHOUT TURNAROUNDS
15/16 Sept. 2009
23CLIC Two-Beam Module Review Keith Kershaw
4.5m SECTION JULY 2009 WITH TURNAROUNDS
15/16 Sept. 2009
24CLIC Two-Beam Module Review Keith Kershaw
IMPLICATIONS FOR MODULE DESIGN
Clear interconnection plane (interconnection specification)Inter-girder restraints for transportLifting points and lifting beamInstallation trajectory to be considered during designInterfaces between tunnel floor, supports and module to be compatible with module installation as a unit.
15/16 Sept. 2009
25CLIC Two-Beam Module Review Keith Kershaw
INTERCONNECTION SPECIFICATION TO INCLUDE:
1. A clear interconnection plane, with nothing to prevent vertical or lateral movements during installation
2. Space available between adjacent modules during installation transfer from vehicle onto supports.
3. Requirements for any tooling to hold bellows in position during installation.
4. Protection during transport and installation – eg vacuum protection
15/16 Sept. 2009
26CLIC Two-Beam Module Review Keith Kershaw
OPEN QUESTIONS
What is interface between supports and module?What is installation trajectory ? (depends on support interface and height of what is installed before module arrives).
15/16 Sept. 2009
27CLIC Two-Beam Module Review Keith Kershaw
WHAT WILL SUPPORTS LOOK LIKE?
CTF2 ALIGNMENT SYSTEM
15/16 Sept. 2009
28CLIC Two-Beam Module Review Keith Kershaw
MODULE MOCK -UPS
15/16 Sept. 2009
Install and remove central module with outer modules in position.For example by using overhead crane
29CLIC Two-Beam Module Review Keith Kershaw
CONCLUSIONSInstallation principle (lifting from above) compatible with module layout and pre-installation of alignment equipment.Provides input to tunnel cross section studiesAllows input into interconnection specification - clear interconnection plane and clearance needed to allow installation and removal of one module between two othersRaises questions about lifting points and transport restraintsRaises questions about whole installation sequence covering supports, alignment equipment and interfaces between girders and their supportsModule mock ups should be used to test installation issues (this will increase focus on installation problems during design).Installation of other items in tunnel still to be considered.
15/16 Sept. 2009