na 62 – straw detector
DESCRIPTION
NA 62 – straw detector. Content. Detector Specifications Chamber design Straw design and specifications Calculations and measurements Prototyping Plans. Straw tracker layout. 448x16 = 7168 straws Operate in vacuum 2.1m long D i =9.8mm Precise tracking (TRANSCRIPT
NA 62 – straw detectorContent
Detector SpecificationsChamber designStraw design and specificationsCalculations and measurementsPrototypingPlans
Straw review 16/9/2009
Straw tracker layout4 chambers4 views in each chamber448 (4x112) straws in each view
x,y,u,v x,y,u,v x,y,u,v x,y,u,v
ch 1 ch 2 ch 3 ch 4
183 m from target 10 m 10 m 15 m
Magnet MNP33
448x16 = 7168 straws Operate in vacuum 2.1m long Di =9.8mm Precise tracking (<120 μm) Hermetic for tracks -3 degree < Q < 3
degree. Minimum diameter is 9.4 mm Straw rate: up to 0.5 MHz Non-flammable gas mixture
CO2 (90%)+ CF4 (5%) + Isobutene (5%)
448 (4x112) straws in each view
Straw review 16/9/2009
Test beam in 2008
Straw review 16/9/2009
The effective radius of the straw is one important component in the straw layout. R effective=4.7 mm
Detector assembly
Straw review 16/9/2009
Straw proto status
Straw review 16/9/2009
40 straws out of 64 have been installed
I invite you to come to 154 to look at the different prototypes and long term mechanical set-ups
Prototype assembly detail of straw installation
Straw review 16/9/2009
We test two solutions for straw insertions Key issues: leak tightness & straw straightness)
Straw specifications Long term mechanical stability No or little material to limit multiple scattering. No
mechanical supports Withstand 0.5 MHz with CF4 Work in vacuum
– Resist to 1 bar over pressure for several years. Straight straws < 200 mm (for a hermetic detector)
– Support and keep pretension– Spacer every 70 cm
Gas tight to minimize pumping power (10-6 mbar)– Low permeation protection by metal layer– No leaks (weld and straw fixations)
Straw review 16/9/2009
Why welded straw Classical winded straw does not work with pretension
due to the creep in the joint between the two films (back-to-back gluing) . Example: ATLAS TRT, LHC-b, AMS, COMPASS
Reinforced straws more material and complicated (ATLAS TRT)
Straw review 16/9/2009
NA62 straws We have studied two straws
I. 32 mm Mylar with 200 nm Aluminum coating on both sides
II. 32 mm Mylar with Au/Cu copper coating on one side (200nm/500nm)
Problem with weld was discovered with the CREAM experiment in April. They have 2000 straws made from the same production line. 1% broken straws (in the weld) after 2 weeks and 1 bar overpressure
Permeation looks too high for both straws Comment: Unfortunately the weld in the straws
worked well without problem for the first prototypes (low statistics)
Straw review 16/9/2009
Pretension straw mechanics
Straw review 16/9/2009
Why we have straw deformation in vacuum
Solution: pretension with enough margin allowing for creep
(horizontal straw):
Straw review 16/9/2009
The pressure in the gas (or liquid) adds a bending moment, which has to be taken by the straw wall. Always in compression ifn < 0.5
Explanation
Deformation of the straw as a function of pressure for different pre-tension and pressure
Straw review 16/9/2009
Long term mechanical tests of the straws (~ 9 months)
Long term horizontal tests– Study the sag of the straw over time
an and the tension in the straws Long term vertical test. study the
elongation of the straw test See Sergei Movchan’s talk for more
data (3.5 years)
Long term mechanical test results
Straw review 16/9/2009
Horizontal straw 1.85 m long. Start: December 2008
Straw review 16/9/2009
Long term mechanical test resultsAbsolute deformation of vertical straws (1.2m, 1.5 kg and 1 bar)
Conclusion of the mechanical test Adding 1 bar over pressure
corresponds to a loss of tension of about 400g– This can be seen in the sag of a
horizontal straw or from the frequency measurement
We have two supports for the straw, which gives 70 cm between supports
Our long term tests indicates some creep but (we believe) acceptably
It is important to measure the tension after insertion
We have a concluded that with 1.5 kg pretension (1.5 kg/mm2) we will have enough margin to keep the straw straight in tension over several years years
Straw review 16/9/2009
Creep (specifications from Dupont)“Mylar® is unusually resistant to creep. Two values measured at room temperature are 0.1% after 260 hr at 2.09 kg/mm2 (2.98 kpsi) and 0.2% after 1000 hr at 2.10 kg/mm2 (3.00 kpsi). After 4000 hr at 0.35 kg/mm2 (0.50 kpsi) in 100°C (212°F) oven, a creep of 0.9% was measured.”
QC for series productionTension (frequency) measurement of every
straw Straw straightness measurement for every
straw plane
Straw review 16/9/2009
Straw straightness device- resultswith 1 bar
Straw review 16/9/2009
QC tension measurement
Straw review 16/9/2009
IR emitter and receiver:Tension wf2 where w is the weight per unit length and f the frequency
0 500 10000
1000
2000
Tension straw without pressure
(Frequency)^2
Tens
ion
(gra
m)
2040
0
tension
m n2 k
T
23104
25
64 n2
Condition straw after production 1 bar pressure for protection, handling and
long term conditioning before final leak test and assembly
Straw review 16/9/2009
Future Plans Terminate the detailed study on the straw material and its mechanics Build and evaluate design of the 64-straw prototype:
– Verify mechanical support of the straws (and wire) . Measure final straw deformation and wire off-set. Measure leak tightness
Implement new welding and QC procedure (see presentation by Sergei) Aging/etching test of the straw (see separate presentation) Permeation test (separate presentation) Test the new pre-production sample from Fraunhofer (Cu/Au). It should
arrive at end of October already cut in rolls Conclude on straw material at the end of 2009 (tight!) Beginning 2010 order the straw material Start straw production in May 2010 Start module-0 assembly in the fall 2010
Straw review 16/9/2009
Spares
Straw review 16/9/2009
Effects of pressure
Straw review 16/9/2009
Calculations “water hose”
Straw review 16/9/2009