Author of article: Luca
Perazzoni (Young Member of SIG)
Authors of paper: T.
Blanchard, J. Bruneton
The plain of Rouailler in the
city of Livry Gargan (suburbs of Paris, France) is subject to
flooding directly affecting residents during the heavy rains. The
county of Seine-Saint-Denis and its
“Direction de l’Eau et de
l’Assainissement” (DEA93) have launched the construction of a
stormwater collector main with an
inside diameter of 2m and a length of 620m to reduce this risk.
The project is to be carried
out in the downtown where the ground space is very restricted.
The project provides the
design of the new tunnel in 3 drives and the construction of 3
shafts.
“Drive 3” presents the
greatest difficulties, it must also pass under two important streets.
Layout of the new
storm water tunnel
The angle between these two
streets involves the requirement to make an intermediate shaft but this was not possible for
the presence of the railway. The DEA 93 provides a tunnel with a
2,2m diameter made by a tunnelling boring machine MTBM. The
tunnel-boring machine technique made it possible to achieve this
section with a 110m radius curve and remove the shaft.
The tunnel boring machine
provides:
•a short micro tunnelling
boring machine and a specific module at the rear equipped with
articulation cylinders to double the articulation;
•a shorter reinforced
concrete jacking pipes (1.5m) to reduce the rigidity of the tunnel in
the curve;
•a specific hydraulic joint
system between each jacking pipe with computer monitoring of thrust
forces and the openings between pipes. This guarantee the water
tightness and the joints for radius of curvature of up to 93m;
•Computer modelling of the
tunnel upstream to optimize the alignment and take this curve in a
more viable geometric layout.
3D modelling of the
MTBM and back-up equipment in a very tight curve
The cutting wheel, which is
fixed to the shield, de fines the direction of the excavation. The
machine is connected to the shield by means of an active
articulation. This active articulation includes steering cylinders,
that allow the control of the joint, helping to excavate curves until
a determined curve radius.
The MTBM was guided by a
gyroscope system (planimetry) coupled to an electronic water level
(altimetry).
The accuracy of the
position of the MTBM at the end of the drive was very
good: less than 2 centimetres difference observed in altimetry and
planimetry.
This project demonstrates the
importance of anticipating the hazards inherent to these specific
works, through the implementation of specific equipment and methods.
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