|
MIMP16
Detecting voids behind pavings or behind voussoirs with the
MIMP 16
|
In addition to controlling the integrity of piles,
the MIMP 16 allows to detect voids by the impedance
method.
A software specially developed for this method makes
it possible to perform a large number of measurements
very rapidly.
|
 |
The principle:
Scanning a paving by the mechanical impedance method aims
at detecting the areas of void between the body of the paving
and the shape.
Let us briefly remind that it deals with a vibration method.
A sound wave is created from a shock of known strength. The
velocity of the wave is recorded by the MIMP 16 by means of
a geophone positioned upon the element to test.
Studying the signal allows one to know whether the paving
rests on its substrate correctly or not.
In order to evaluate the vibratory information obtained at
best, a post processing is performed.
It includes the analysis :
- of the average mobility (the velocity to force ratio),
- of the low frequency suppleness (slope at the origin of
the mobility curve).
In order to limit the number of parameters to process, the
mobility x suppleness product is computed..
When this value is high, the paving is very likely to include
a void.
Plotting a mapping allows to easily point out the areas that
need to be repaired by an injection on the spot.
This method can also be used :
- to control the injection of concrete behind tunnel voussoirs.
- to detect void areas behind large pipes (between the pipe
and the earth).
- to detect faulty cementing of tiles or pavings on a building
façade or on a ground.
Operating the method :
On a floor, a lattice is virtually or physically created,
for example by marking the spots of measurement with a chalk.
The operator assigns a number to each spot. The spots will
be located 0.5 m apart from each other, for instance.
The operator tells the software the distance between each
spot and the number of them in the X and Y directions, before
the beginning of the acquisitions.
It then performs an acquisition by setting the geophone onto
a spot and hitting with the hammer near it.
The signals are stored by the MIMP 16 automatically ; the
operator goes to the next point before he performs another
acquisition.
It can thus cover the whole surface of the floor.
The software knows the number of spots in the X and Y directions,
it therefore knows the acquisition path of the operator precisely.
The MIMP 16 is so easy to use that it allows a single person
to acquire 1500 points in a day.
After the whole area to test has been covered by the operator,
a simplified mapping can be displayed on the screen if the
MIMP 16.
This mapping is meant to detect the areas whose probability
of faulty cementing is high.
After the data have been transferred to a computer, the IMPRO2
software makes it possible to process the data more finely,
and to edit a 2 - or 3 - dimensional mapping.
 |
 |
The accessories of the MIMP16 :
Miscillaneous accessories are available for the void detection
method by the MIMP 16 :
- a bar instrumented by a force sensor, which avoids the operator
to lean down when giving a hammer stroke.
- a system to set the geophone which also avoids the operator
to lean down when setting a geophone.
- a small instrumented hammer to control voids behind thin
plates such as façade tiles.
- a horizontal geophone to control voids behind vertical façade
plates.
- a compensation device for the geophone allowing to incline
a geophone to different angles for tunnel voussoirs and large
pipes.
Analysis IMPRO2 software
Historical overview of
void detection by the pulse method
Pile Integrity testing by
the reflection and impedance method
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
|
By courrier :
GINGER CEBTP
Service matériels
12 Avenue Gay Lussac
ZA La Clef St Pierre
78990 ELANCOURT
France
|
| |
|
| The texts in the present document only
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
|