technical data sheet

®
1023-CPR-0073F
TECHNICAL DATA SHEET
EUROBENT C
Mechanically bonded composite, consisting of granulated bentonite, embedded and fixed between two layers of geotextile.
Properties of geotextile
Test Method
Value
Carrier Layer - PP Woven
Cover Layer - PP Nonwoven
EN ISO 9864
EN ISO 9864
130 g/m2
200 g/m2
Properties of bentonite
Test Method
Value
Montmorillonite Content
CUR 33
75% min
Swell Index
Fluid Loss
ASTM D 5890
ASTM D 5891
24 ml/2 g min
18 ml max
Moisture Content
DIN 18121-1
12% max
Properties of GCL
Thickness
Test Method
EN ISO 9863
Value
7,4 mm
Mass per unit area of bentonite
EN 14196
5000 g/m2
Mass per unit area of GCL
EN 14196
5330 g/m2 (+/- 10%)
Tensile Strength MD
EN ISO 10319
10,4 kN/m (- 10%)
Tensile Strength CMD
EN ISO 10319
8,5 kN/m (- 10%)
Permeability
ASTM D 5887
1,8 x 10-11 (3,6 x 10-11) m/s
Index Flux
ASTM D 5887
3,0 x 10-9 (6,0 x 10-9 ) m3/m2/s
CBR Puncture Strength
EN ISO 12236
2,5 kN (- 10 %)
Peel adhesion to concrete
Peel Strength
ASTM D 903 Mod
ASTM D 6496
Standard Roll Dimensions
Width x Length
Test Method
Typical
Quantity
Typical
2,5 kN/m min
66 N/10cm (-10 %)
Value
5,1 m. x 40 m.
204 m2
These data are average values derived from standard tests and are subject to usual product variation. The right is reserved
to make changes without notice at any time.
REV 05SEP2016
Poland 58-100 Świdnica, ul. Kliczkowska 42
tel/fax +48 74 857 50 81
www.eurobent.com;
[email protected]
IX Wydział Gospodarczy KRS nr 0000297336
Wysokość kapitału zakładowego 50 000,00 zł
NIP 884-26-51-736; REGON 020678548
Sąd Rejonowy dla Wrocławia-Fabrycznej
we Wrocławiu
Deutsche Bank Polska S.A.
Pl. Grunwaldzki 36, PL-50-364 Wrocław
PL 10 1910 1048 2792 0378 4147 0001 - PLN
PL 80 1910 1048 2792 0378 4147 0002 - EUR
PL 53 1910 1048 2792 0378 4147 0003 - GBP
SWIFT: DEUTPLPX
®
How to Position the GCL EUROBENT at the Construction Site
Unloading the Truck at the Construction Site
This is carried out either by using forklifts,
wheel loaders, excavators or by means of builtin truck cranes. A suitable crossbeam is attached
to the construction site unit for the unloading.
The crossbeam pipe (with a maximum diameter
of 8 cm) is thrust through the hub of the rollers
and attached at the ends through chains, belts or
ropes to the crossbeam. The unloading is carried
out upwards. Should no crossbeam be available,
at least 2 belt are wound around the rollers. The
unloading is carried out smoothly upwards or
laterally via the wheel loaders or crane
Another unloading option consists in a forklift,
to which a stable mandrel is attached. The truck
is unloaded from behind in this manner. Under
no circumstances may the rollers be discarded
since the geosynthetic clay sealant may be
damaged considerably. The unloading area
should be level, navigable and sustainable. The
storage area should show a slope so that surface
water can be discharged. It must be dry, free of
stones, level and sufficiently sustainable.
Unloading and transport equipment should
leave no appreciable traces on the construction
soil. The storage site of the rollers is protected
against moisture. The storage can be in the
shape of a pyramid with a maximum of 4
positions.
The rollers are protected from precipitation by
using film or the like. The storage areas are
secured against trespassing. Bentonite sealing
sheetings may only be relocated during dry
weather. The sealing sheetings may be damaged
due to premature hydration during relocation or
packing. On account of this, it may not be
relocated during
- Precipitation (rainfall, snow)
- Still water
- Unsteady or soft substratum
The bentonite pathway is covered immediately
after relocation
Poland 58-100 Świdnica, ul. Kliczkowska 42
+48 74 85 77 188
+48 510 255 205
www.eurobent.com
[email protected]
Bank Zachodni WBK S.A. 1 Oddział w Świdnicy
Nr 93 1090 2369 0000 0001 0854 0281
Sąd Rejonowy dla Wrocławia-Fabrycznej we Wrocławiu
IX Wydział Gospodarczy KRS nr 0000297336
Wysokość kapitału zakładowego 50 000,00 zł
NIP 884-26-51-736 ; Regon 020678548