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ELECTRONIC BALL DEFORMETER
Measurement of dimensional variations of crack
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To appreciate the change in pathological phenomena
of mechanical nature concerning an entire construction
or building, crack deformation must be measured.
The ball deformeter, a measurement instrument perfected
by the CEBTP can be used to follow preciselythe positive
and negative dimensional variations with time, inmaterials
such as concrete, rock, masonry and metal structures,
within a range of 1.5 mm on a measurement base of 200
mm.
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MEASUREMENT PRINCIPLE :
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The measurement principle consists of comparing the
length of the measurement base with that of the invariable
standard bar.
The measurement base is formed with two 6 mm balls
glued onto the surface to be controlled, 200 mm apart,
and positioned with a rode.
Readings are taken on the comparator, the instrument
placed in turn on the standard bar and on the measurement
base.
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COMPARATOR CHARACTERISTICS :
- 6 digit LCD display,
- Reading : 0.001 mm (value of one digit : 0.001 mm), ,
- Accuracy : 0.003 mm,
- Reset with the sensor in any position,
- INC (incremental) or ABS (absolute) measurement,
- Dial turns through 360° for easy reading,
- Reversal of measurement direction (+ or -),
- Pre-selection function,
- Data output for communication with microcomputers via RS
232 C interface.
- Powered by two SR44 batteries.
THE WHOLE ELECTRONIC BALL DEFORMETER INCLUDING :
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1 Electronic ball deformeter 200mm base DB-CE.
- 4 positioning rod 200mm for the balls
- 1 Invar standard bar 200mm
- 50 x 6mm balls crimped onto brass eyelets.
- 1 carrying case.
- 1 usuer's manual. |
You can obtain a complete set of documents about these new
equipments quickly by simply placing a request at :
M. Frédéric BOURDET
By Email
f.bourdet@gingergroupe.com
By Télécopie : +33 1 30 85 23 79
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By courrier :
GINGER CEBTP
Service matériels
12 Avenue Gay Lussac
ZA La Clef St Pierre
78990 ELANCOURT
France
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have an information purpose, and neither their author
nor CEBTP are committed by them. |
The texts, schemes and photographs represented
in the present pages are an exclusive property of CEBTP
and they cannot be reproduced under any form without a
previous written authorization of CEBTP |
Copyright ©, 2009,
CEBTP All rights reserved
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