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1m 3 SDHCAL Mechanic Structure M.C Fouz 8/10/2010 The 1m 3 prototype Mechanical Structure is financed by: Spanish HEP National Program by the project FPA2008-02142

1m 3 SDHCAL Mechanic Structure M.C Fouz 8/10/2010 The 1m 3 prototype Mechanical Structure is financed by: Spanish HEP National Program by the project FPA2008-02142

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Page 1: 1m 3 SDHCAL Mechanic Structure M.C Fouz 8/10/2010 The 1m 3 prototype Mechanical Structure is financed by: Spanish HEP National Program by the project FPA2008-02142

1m3 SDHCAL Mechanic Structure

M.C Fouz

8/10/2010

The 1m3 prototype Mechanical Structure is financed by: Spanish HEP National Program by the project FPA2008-02142

Page 2: 1m 3 SDHCAL Mechanic Structure M.C Fouz 8/10/2010 The 1m 3 prototype Mechanical Structure is financed by: Spanish HEP National Program by the project FPA2008-02142

08/10/2010

OUTLINE

The design Quality Control tests Assembly tests and tooling Schedule and costs

M.C Fouz 2

Page 3: 1m 3 SDHCAL Mechanic Structure M.C Fouz 8/10/2010 The 1m 3 prototype Mechanical Structure is financed by: Spanish HEP National Program by the project FPA2008-02142

General requirements

40-50 absorber plates (stainless steel) interleaved with the detector cassettes.20mm passive absorber material, including the cassettes.

The mechanic structure should allow to accommodate GRPC as well as MICROMEGAS(It will be instrumented first with GRPC but it was planed to built some MICROMEGAS that must be tested on the same mechanic structure) It must allow the insertion and further extraction of the cassettes

The prototype not only must prove the technology and serve us to get experience on the operation and performance but also on integration and technical issues of building an ILC-like module.

08/10/2010 M.C Fouz 3

Page 4: 1m 3 SDHCAL Mechanic Structure M.C Fouz 8/10/2010 The 1m 3 prototype Mechanical Structure is financed by: Spanish HEP National Program by the project FPA2008-02142

Towards a Technological Prototype

Barrel

Module

08/10/2010 M.C Fouz 4

The aim is to build a realistic prototype as close as possible to the solution proposed for the ILD concept. Validate the technological solution

Self-supporting mechanics Minimize dead zone One-side services

Module

ILD - SDHCAL LOI design

Page 5: 1m 3 SDHCAL Mechanic Structure M.C Fouz 8/10/2010 The 1m 3 prototype Mechanical Structure is financed by: Spanish HEP National Program by the project FPA2008-02142

Towards a Technological Prototype

Absorbers will be assembled together using lateral spacers fixed to the absorbers through bolts.

Technological prototype : 40 detector plans of 1m2 : 20mm stainless steel (absorber + cassette support)

6mm GRPC

08/10/2010 M.C Fouz 5

Cassettes. Electronic side

Absorber plate

Spacers

The dead spaces have been minimized as much as possible taken into account the mechanical tolerances (lateral dimensions and planarity) of absorbers and cassettes to ensure a safe insertion of the cassette.

Design independent of the detector technology to be used (RPC and MICROMEGAS)

Page 6: 1m 3 SDHCAL Mechanic Structure M.C Fouz 8/10/2010 The 1m 3 prototype Mechanical Structure is financed by: Spanish HEP National Program by the project FPA2008-02142

Absorber Mechanic structure – Details

Spacers

Absorber

Bolts

08/10/2010 M.C Fouz 6

Absorber Plates: 1011 x 1054 mm2 lateral dimensions 15 ± 0.05 mm thick Surface Planarity < 250m Spacers: 13 mm thick

Material: Stainless steel 304L (permeability , as measured, 1.5

it allows used it in B=4T)

2x11 bolts/planeM8

Page 7: 1m 3 SDHCAL Mechanic Structure M.C Fouz 8/10/2010 The 1m 3 prototype Mechanical Structure is financed by: Spanish HEP National Program by the project FPA2008-02142

08/10/2010

Simulations

Detailed study has been made to evaluate the robustness of this structure in different positions.It is important to evaluate the deformations and the stress that the structure can suffer when moving and rotating, the deformations will be also transferred to the GRPC detector

ANSYS numerical simulations performed on the deformation and stress

Max. deformations don´t exceed 150 microns. The punctual max. stress it is only 74 Mpa, well away from the elastic limit of the material

The max. reactions on the M8 bolts are: Fx= +/- 17955 N, Fy= - 694 N, Fz= +/- 2249 NM8 bolt have the elastic limits, function of the

material, between about 10000 N to 40000 N.This is the situation more adverse for the M8 bolts.

M.C Fouz 7

Page 8: 1m 3 SDHCAL Mechanic Structure M.C Fouz 8/10/2010 The 1m 3 prototype Mechanical Structure is financed by: Spanish HEP National Program by the project FPA2008-02142

Plates & Quality ControlTo reduce the gaps it is needed a good planarity of the absorbed plates.The tolerances of the standard market are higher (several mm) than our needs(hundred of microns), the plates need to be further machined to achieve the precision we are interested inIt is not easy to achieve the precision.Tests done at different companies to find a supplier that guarantees our needs.

Quality control during the mass production of the plates will include verification by the company, both of the thickness and the planarity, and then a crosscheck will be performed at CIEMAT by using a laser interferometer system (Precision 30-40 m for the planarity measurement)..

08/10/2010 M.C Fouz 8

Page 9: 1m 3 SDHCAL Mechanic Structure M.C Fouz 8/10/2010 The 1m 3 prototype Mechanical Structure is financed by: Spanish HEP National Program by the project FPA2008-02142

Plates - Planarity measurement procedure

08/10/2010 M.C Fouz 9

Support pins

3 pins support the plate

In order to disentangle the planarity measurement from the table shape

Pin

Page 10: 1m 3 SDHCAL Mechanic Structure M.C Fouz 8/10/2010 The 1m 3 prototype Mechanical Structure is financed by: Spanish HEP National Program by the project FPA2008-02142

Plates - Planarity measurement results

08/10/2010 M.C Fouz 10

a) Theoretical deformations computed for the plate supported by the three pins.b) Laser measurements of the surface of a real platec) Surface plate planarity computed as b) – a)

a) b) c)

Pin location Pin location

Pin location

Pin location

Planarity values

Page 11: 1m 3 SDHCAL Mechanic Structure M.C Fouz 8/10/2010 The 1m 3 prototype Mechanical Structure is financed by: Spanish HEP National Program by the project FPA2008-02142

Plates - Planarity measurement errors

08/10/2010 M.C Fouz 11

In order to check the accuracy and stability of the measurements the same plates have been measured several times in the same conditions and also supported by the pins in different positions.

The differences between the different measurements are inside the 30-40 m error provided by the laser interferometer system.

Differences between two measurements of the surface plate performed with support pins in different positions with respect to the plate. For both surfaces of the plates.

Surface A Surface B

Page 12: 1m 3 SDHCAL Mechanic Structure M.C Fouz 8/10/2010 The 1m 3 prototype Mechanical Structure is financed by: Spanish HEP National Program by the project FPA2008-02142

Assembly tests & tooling

Suction pad

A specific tool for handling the plates has been designed and built

Security System

Special table to support the 6ton prototype

4 absorber plates (bad quality) assembled to test the procedure

The mechanical structure should be finished by march 2011

08/10/2010 M.C Fouz 12

Page 13: 1m 3 SDHCAL Mechanic Structure M.C Fouz 8/10/2010 The 1m 3 prototype Mechanical Structure is financed by: Spanish HEP National Program by the project FPA2008-02142

Rotation tool

08/10/2010 M.C Fouz 13

The 1m3 prototype is a heavy structure (~8500 Kg) that we need to move and eventually rotate (for cosmic tests at the lab for example).

Tool under design now

Page 14: 1m 3 SDHCAL Mechanic Structure M.C Fouz 8/10/2010 The 1m 3 prototype Mechanical Structure is financed by: Spanish HEP National Program by the project FPA2008-02142

Schedule & Costs

08/10/2010 M.C Fouz 14

Timing: The most time consuming is the verification of the plate planarity Manipulation of the plate Regulation of laser for each measured line

~2.5 – 3 hours/plate

At least 30 plates must arrive to CIEMAT before the end of the year

The structure should be finalized by March 2011

Cost: ~ 3000 euros /plate

~1000 euros for material the rest is for machining Due to the relation between the final dimensions of the plates and the standard dimensions provided by the market it has some extra cost The cost of the other components and tooling are marginal with respect to the plates

It is financed by: Spanish HEP National Program by the project FPA2008-02142

Page 15: 1m 3 SDHCAL Mechanic Structure M.C Fouz 8/10/2010 The 1m 3 prototype Mechanical Structure is financed by: Spanish HEP National Program by the project FPA2008-02142

08/10/2010 M.C Fouz 15

BACK UP

Page 16: 1m 3 SDHCAL Mechanic Structure M.C Fouz 8/10/2010 The 1m 3 prototype Mechanical Structure is financed by: Spanish HEP National Program by the project FPA2008-02142

Towards the 1m3 prototype: GRPC Mechanic structure - Cassette

DIF

Thickness adjusted to be the same as Micromegas cassettes

Cassette to include the GRPC detector and associated electronics

Horizontal VerticalMax: 0.5mm

Max 5.9 x 10-5 mm

Deformation under its own weight as a function of storage orientation

Successful insertion from aboveaperture 12.5 mm

Cassette insertion test

08/10/2010 M.C Fouz 16

Page 17: 1m 3 SDHCAL Mechanic Structure M.C Fouz 8/10/2010 The 1m 3 prototype Mechanical Structure is financed by: Spanish HEP National Program by the project FPA2008-02142

Towards the 1m3 prototype: Absorber Mechanic structure – First ideas

gravity

DIF

Each detector module it is supported on the absorber by 6 wheels fixed on the cassette support of the detector.

Details of the guiding system.The rails are fixed on the absorber.

Absorb

er

Absorb

er

Attachment device Are fixed on the top and bottom spacers.

cassetteDIF

This design is not suitable for a “final” detector:- Too much dead spaces- Expensive

08/10/2010 M.C Fouz 17