hdpe pipes, drainage pipes manufacture, drainage system
Pipes for drainage system Drenoblock. Drainage pipes for collect and elimination of rainwater. Slotted pipes for rainwater elimination in the private, industrial and public sector
      « Versione Italiana HDPE corrugated pipes
Drainage pipes manufacture: slotted pipes specially designed for meteoric water drainage. HDPE pipes for drainage system with different dimension slots
  Drainages  |  Drenoblock


 
"DRENOBLOCK"
System for collect and elimination of rainwater

Advantages:
. Reduces rainwater flow rates into the main sewer
. Is the best solution for rainwater elimination in the private, industrial and public sector
 
. Offers a high collect volume (equal at 95% of the cell volume) resulting in an excavation volume 3 to 4 times lower than in traditional systems where gravel is used
. The system modularity allows to create drainage systems of all dimensions
. Resists to loads caused by traffic 
. Is a substantial alternative to concrete absorbing manholes 
. Is easy to handle and install


Technical characteristics
1.
Material: Polypropylene
2. Dimensions: (width.x length.x height.): 1200 x 600 x 600 mm
3. Connections: 1 x ND 160
4. Module volume: 432 Litres
5. Installation depth: at least 60 cm
6. Resistance to crushing:
. Drenoblock 1 (without traffic)
. Drenoblock 2 (medium traffic)
. Drenoblock 3 (heavy traffic)
7. Dimension slots by-pass pipe
Slots at 220° or 360°
Collection surface > 130 cm2/ml
Width slots = 1.5 mm
Length slots = 36 mm
8. Module weight: from 12 to 20 kg depending on use.


Specification for the contract Drenoblock
Fornitura e posa in opera di celle drenanti in polipropilene per la raccolta e la dispersione delle acque meteoriche.
Le celle dovranno avere le seguenti caratteristiche:
- dimensioni pari a 1200 x 600 mm x altezza = 600 mm;
- grado di vuoto superiore al 95%;
- foro nella parte centrale della cella, al cui interno dovrà essere posizionato un tronchetto di tubo corrugato in polietilene a doppia parete SN 8 DN/OD 160 fessurato a 360°, compreso nel presente articolo.
Le celle dovranno avere una resistenza allo schiacciamento tale da poter essere posizionate in una area con la presenza di……… (senza traffico, traffico medio e traffico pesante).
Le celle dovranno essere posate affiancate o sovrapposte.
L'intero sistema dovrà essere protetto lateralmente e sulla sommità da un geotessile non tessuto a filamenti continui agugliato meccanicamente in polipropilene a stabilizzato ai raggi U.V., compreso nel presente articolo.
Le celle dovranno essere certificate da un ente di certificazione europeo.

 

Dimensions
The number of Drenoblock to be installed depends on rainfall, covered areas and k permeability coefficient

k1 (m/s)   r/15,n=1 = 100 l/(s*ha) r/15,n=1 = 150 l/(s*ha)
      A=
100m2
A=
150m2
A=
200m2
A=
100m2
A=
150m2
A=
200m2
1*10-4  
(coarse sand)
volume in m3 1,75 2,62 3,50 2,62 3,94 5,25
  N° of Drenoblock 4 6 8 6 9 12
1*10-5 
(fine sand)
volume in m3 2,33 3,50 4,66 3,50 5,25 7,00
  N° of Drenoblock 5 8 11 8 12 16
1*10-6 
(clay)
volume in m3 2,58 3,87 5,16 3,87 5,80 7,73
  N° of Drenoblock 6 9 12 9 13 18


Instructions for installation
Depending on the space, the modules are simply installed one next to the other or placed one on top of the other.
Feeding pipes can be inserted into the Drenoblock system close to the corresponding openings DN160 or other suitable point.
The system is then protected on top and side by a geo-textile cloth and finally covered with excavation soil.
All infiltration systems should take into account the following conditions:
- Distance from the foundations >6m;
- Distance from the groundwater >1m.


Drainages range