IMPACT ON TUNNEL INTEGRATION, TRANSPORT STUDIES

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IMPACT ON TUNNEL INTEGRATION, TRANSPORT STUDIES CLIC Two-Beam Module Review 15-16 September 2009 Keith Kershaw, CERN, EN-HE

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IMPACT ON TUNNEL INTEGRATION, TRANSPORT STUDIES. CLIC Two-Beam Module Review 15-16 September 2009 Keith Kershaw, CERN, EN-HE. contents. Aims of study Inputs and requirements Proposed solution Work to reduce tunnel section Implications for module design Open questions - PowerPoint PPT Presentation

Transcript of IMPACT ON TUNNEL INTEGRATION, TRANSPORT STUDIES

Page 1: 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

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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

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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

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TUNNEL CROSS SECTION 2007

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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

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MODULE CONDITIONING FOR TRANSPORT

Dimensions (see later slides)Weight - 1500kg

Unit of transport - one module at a timeSupport points – under girdersLift points - from above

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CLIC Two-Beam Module Review Keith Kershaw

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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.

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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

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500

MODULE INSTALLATION TRAJECTORY (2008)

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VIBRATIONS / ACCELERATIONS

1g acceleration used as basis (i.e. normal handling techniques) Need to avoid overloading supports during installation.

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PROPOSED TRANSPORT / INSTALLATION SYSTEM

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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

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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

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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

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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

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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

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ShaftJonction chamberwith shielding

Loading areaMaintenance area

Services area10t Crane

BOTTOM OF SHAFT INTEGRATION

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WORK TO REDUCE TUNNEL SECTION

Need to consider space neededfor transportfor installation transfer

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SPACE REQUIREMENTS – TRANSPORT AND INSTALLATION

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LOWER VEHICLE IN CASE TRANSFER TRAJECTORY IS LOWERED

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LATERAL TRANSFER

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4.5m SECTION JULY 2009 WITHOUT TURNAROUNDS

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4.5m SECTION JULY 2009 WITH TURNAROUNDS

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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.

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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

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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).

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WHAT WILL SUPPORTS LOOK LIKE?

CTF2 ALIGNMENT SYSTEM

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MODULE MOCK -UPS

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Install and remove central module with outer modules in position.For example by using overhead crane

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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.

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