Sewage Pipe

30
1/30

description

Sewage piping, Manholes, Galley Pot, Polyethylene fitting, All type of gravity piping, Storm water pie

Transcript of Sewage Pipe

Page 1: Sewage Pipe

 

  

 

 

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Page 2: Sewage Pipe

 

 

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Page 3: Sewage Pipe

EcPol Pro Out(mmInne(mm

N° o

Met

Spe

HigextrviolblacsewmanEN by tmardei Matcorrprojoinlip sPipcom

1.

NM(

2. R9

3. A4. T

copalyethylene

oducts ran

ter diameter m) er diameter m)

of 6 m bars i

ters per truck

ecification

h density pruded twinet internalck externawer ducts nnufactured13476type

the P IIP mrk issued bPlastici (Itterials) stifrespondingduced in 6

nting by meseal. e must be

mpanies (e

Nominal ouMinimum in(≥ than to tRing stiffne9969 standAbrasion reTightness o

l pipee corrugat

nge

in one pallet

k

ns for the

polyethylen-wall pipe,ly and corrlly for unde

not under pd in compliae B standa

mark and bby the Istitualian Institffness clasg to SN 4 (

6 or 12 meteans of a P

produced environmen

uter diamenner diamethe minimuess class Sdard. esistance cf the jointing

es outed pipes s

160 20

135 17

46 30

2208 14

contract

ne co- plain and rugated anerground pressure ance with t

ard, certifiey UNI/IIP uto Italianotute for Plas (or 8) kN/mter bars wi

PEAD coup

by ISO 90ntal certific

ter ND ...eter ID …um establisSN measur

certified acg system ce

utsidestandardiz

00 250 31

76 216 27

0 20 12

440 960 57

nd

the ed

o astic

m2, th

pling, P IIP

001:2000 aation).

shed by thered on sam

ccording toertified at 0

e diamzed on the

15 400 500

71 343 427

2 8 4

76 384 192

P and UNI/I

and ISO 14

e referencemples acco

o EN 295-3.5 bar unde

metere outside

0 630 800

7 535 678

Loose

2 180 108

IIP mark an

4001:2004

e rule). ording to EN

3. er pressure

r diameter

1000 1200

851 1030

60 48

nd EPDM

certified

N ISO

and 0.3 bar

0

0

r

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Page 4: Sewage Pipe

u

RD

6.

Mmna

7. O---

FloTheThemanThe- 0.- 0.

DN mm

160200250315400500630800100120

under negatRing stiffreDIN 16961Marking acmark and snominal diaapplicationOther qual- CSTBatF- UGerman- AENORS

ow rate tabe calculatioe roughnesnholes, ade suggeste5 to 4 m/s 5 to 7 m/s

m DI mm

0 135 0 176 0 216 5 271 0 343 0 427

0 535 0 678 00 851 00 1030

tive pressuress with ap

-2. ccording tostandard reameter (DN area codeity marks rrench mar

n mark Spanish mable pipe filon has beess parametapters, be

ed velocitiefor black wfor rainwa

Slope 2‰Q (l/s)

V(

5,75 0

11,66 0

20,13 0

36,85 0

69,07 0123,88 0

226,02 1425,09 1

779,25 1

1296,48 1

re for 15 miplication o

o the standeference, PN/OD), stiffe, day/monrequired: rk

ark lling 95%en made byter suggesnds and g

es are: waters ater.

‰ SlopV (m/s)

Q(l/s)

0,41 9,09

0,49 18,4

0,56 31,8

0,65 58,2

0,76 1090,88 195

1,02 3571,20 672

1,40 123

1,59 204

nutes accoof constant

ard, includP IIP mark ffness classnth/year, ho

y the GAUsted by ASTully pots: K

pe 5‰

V (m/s)

9 0,65

43 0,77

82 0,88

27 1,03

,22 1,20 ,87 1,39

,37 1,62,12 1,90

2,11 2,21

9,92 2,51

rding to ENload for 24

ding: trade-and stands, materialour/minute

CKLER – STM for staKs = 80.

Slope 1%Q (l/s)

V(

12,85 0

26,06 1

45,00 1

82,40 1

154,46 1277,01 1

505,39 2950,53 2

1742,47 3

2899,02 3

N 1277 rule.4 hours ac

-mark namdard referel, prophile e of produc

STRICKERndard duct

SlopV (m/s)

Q(l/s)

0,92 28,7

1,09 58,2

1,25 100

1,46 184

1,70 3451,97 619

2,29 1132,68 212

3,12 389

3,55 648

. ccording to

me, UNI/IIP nce, type,

ction.

R method. ts with

pe 5%

) V (m/s)

74 2,05

28 2,44

0,63 2,80

4,26 3,26

5,37 3,81 9,41 4,41

30,09 5,12 5,44 6,00

96,27 6,98

82,41 7,93

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Page 5: Sewage Pipe

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Page 6: Sewage Pipe

EPol Thethethedia

Pro InnOut

N° Me

HigintenotstaIstitcorjoinlip sPipcom

copalyethylene

e constant customer' productionmeter.

oducts ran

er diameter ter diameter

of 6 m bars ters per truc

gh density pernally andt under prendard, certuto Italianrrespondingnting by meseal.

pe must be mpanies (e

al pipee corrugat

search for's requiremn of Ecopa

nge

(mm) (mm)

in one pallet k

polyethyled corrugateessure mantified by tho dei Plastg to SN 4 (eans of a P

produced environmen

es intted pipes

r innovatinments lead al pipes, wh

ne co-extrued and blacnufactured e P IIP/a mtici (Italian (or 8) kN/mPEAD coup

by ISO 90ntal certific

ternastandardi

g productsPolieco to

hich were

300 350

10 480

uded twin-ck externalin complia

mark and bInstitute fo

m2, producpling, P IIP

001:2000 acation).

al diamzed on the

s together wo develop tstandardiz

400 465

5 240

-wall pipe, lly for undeance with tby UNI/IIP or Plastic Mced in 6 or P/a and UN

and ISO 14

metee inside d

with the nehe project

zed on the

500 6580 7

4 L192 14

plain and verground sthe EN 134mark issueMaterials) s12 meter b

NI/IIP mark

4001:2004

r diameter

eed to meeconcernininside

00 800 00 930

oose Loos44 72

violet ewer ducts

476type B ed by the stiffness clbars with and EPDM

certified

et g

se

s

lass

M

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Page 7: Sewage Pipe

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Inside nomSN ring stif9969. ResistanceJoint waternegative pRing stiffreDIN 16961Marking acmark and sdiameter (Dcode, day/Other qual- U Germa

ow rate tabmparison bet

DN/ ID

% Q(l/s) % Q(l/s) % Q(l/s) % Q(l/s)

e calculatioe roughnesnholes, ade suggeste5 to 4 m/s 5 to 7 m/s

minal diameffness mea

e to abrasiortightness ressure fo

ess with ap-2.

ccording tostandard reDN/ID), stifmonth/yeaity marks rn mark

ble tween an Eco

Ecopal 300 300

P 32

48 476 7

108 1

242 2

on has beess paramedapters, beed velocitie

for black wfor rainwa

eter DI... asured on

on tested itest certifier 15 minute

pplication o

o the standeference, Pffness clas

ar, hour/minrequired:

opal pipe and

Pvc

315 299,6

Ecopa 400400

48 104 76 165

108 233

241 520

en made byter sugges

ends and ges are: waters aters.

product te

n complianed at 0.5 bes accordi

of constant

ard, includP IIP mark ss, materianute of pro

d a PVC pipe

al Pvc 400 380,4

Eco 500500

91 189144 298

204 422

455 944

y the GAUsted by ASully pots: K

st pieces a

nce with Ear under png to EN 1load for 24

ding: trade-and stand

al, prophileoduction.

e flow rates w

opal

0 0

Pvc 500 475,4

66

9 165 38 261 4

2 369 6

4 825

CKLER –TM for staKs = 80.

according t

N 295-3 stpressure an1277 stand4 hours ac

-mark namdard refere type, appl

with 95% filli

Ecopal

600 600

Pvc 630599,

307 306485 483

686 684

1534 1529

STRICKERandard duc

to EN ISO

tandard nd 0.3 bar dard. ccording to

me, UNI/IIPnce, nominlication are

ng percentag

2

Ecopal 800 800

P 8076

661 571045 9

1478 12

9 3304 28

R method. cts with

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Page 8: Sewage Pipe

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s new prods a class reyethylene c

e pipe is avconnected

ecification-extruded ssticity, plaiderground 476 standa

m, provideDM lip seae pipe mus001:2004 c

Nominal ouMinimum in(> than to tRing stiffnestandard. Abrasion reTightness obar under nMarking acmark (only and standaclass, matehour/minut

l SN ne pipe withe existinble.

duct is madesistance Sclass SN 8

vailable in by means

ns for the structured n and violeand no pre

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al. st be manucertification

uter diamenner diamethe minimuess class S

esistance cof the jointnegative pccording tofor DN/ID)

ard referenerial, prophe of produ

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ng range (S

de of polypSN 16 and 8.

the diamets of a polye

contractpolypropyet internallyessure sew, stiffness cnting coup

ufactured bn (environm

ter ND ...eter ID …um establisSN measur

certified acting systemressure fo

o the stand) and stand

nce, nominahile type, action

pemodule o

SN 4 - SN 8

propylene wa slightly i

ters DN/IDethylene co

lene twin-lay, corrugat

wer pipes, class SN 1ler in PEA

by a compamental cert

shed by thered on sam

ccording tom certified ar 15 minuteard, includdard refereal diamete

application

f elasticity8), the new

with a highincreased

D 250 to DNoupler and

ayer pipe wted and blamanufactu16 kN/m2, D certified

any with IStification).

e referencemples acco

o EN 295-3at 0.5 bar ues accordi

ding: trade-ence, P IIPer (DN/ID o

area code

w pipe Eco

h module oweight com

N/OD 1200d EPDM se

with high mack externaured accordavailable iby the ma

O 9001:20

e rule). ording to EN

3. under presng to EN 1-mark nam

P mark (onlor DN/OD),e, day/mon

opal SN 16

of elasticitympared to

0 mm and ceals.

module of ally, for ding to then bars of 6

ark P IIP an

000 and IS

N ISO 996

ssure and 01277 rule.

me, UNI/IIP ly for DN/ID stiffness th/year,

y, the

can

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O

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Page 10: Sewage Pipe

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sured by us

ying procee laying proch has to bexternal p

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edure ocedure ofbe followed

pipe of this

ns d laying of al pipe in het internal

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e by two Ec– and sepa

s assured b° interval), one. This sothe next ois realized ss of SN8 ked by norm

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em” is similpe of dimen

by an exteextruded, dly, for buriendard EN

garanted frTICI ), with ed by HDPch pipe extO 9001:200

ual to ……has to havual to …. mttens in HD120° each

m the intern

nt has to stems, ve a net wit

ifferent ene batten

ded on theerfectly in an of the bar

copal pipes

special tion has toness is als

ar to the onsion equa

ernal pipe double walled no 13476-1 ty

rom the ItaringstiffnesE clutchingremity. Th00 and ISO

…mm andve an extermm. The DPE with a h piece fromnal wall of

th a

ns

a r,

s in

o be so

one, al to

l,

ype lian ss g e O

d an nal

m the

12/30

Page 13: Sewage Pipe

The- Ri996- Re- Hyand- Rito D- Mpar- WUNringdata- Ot F G S

e corrugateingstiffness69; esistance tydraulic tigd 0,3 bar iningstiffnessDIN 16961 echanical

rt 2; Writing on p

I mark + regstiffness ca (date+timthers markrench mar

German mapanish ma

ed polyethys class (SN

to abrasionghtness of n depressios charged part 2; features of

roduct acceference nclass, mateme); ks requiredrk CSTBat ark U ark AENOR

ylene pipesN) measure

n verified athe jointingon for 15 mwith a con

f the raw m

cording to sorm, P/IIP

erial, profile

d

R

s will haveed on prod

according tg system is

minutes accnstant load

material, ve

standard ca mark + re type, are

e following duct sampl

to EN 295-s certified acording to for 24 hou

erified acco

containing: reference nea applicati

features:e accordin

-3; at 0,5 bar EN 13476

urs, measu

ording to D

commercinorm, nomion code, p

ng to EN IS

in pressure-1;

ured accord

DIN 19537

al name, Iinal diame

production

SO

e

ding

IP eter,

13/30

Page 14: Sewage Pipe

SstHigextThrneesteeINT Thisran

Wh Sinterolli& wintepolyHDthe

PIROtructugh densityernal spirrough its meding wordel armoure

TERNAL di

s pipe – prge, availab

hat is SpiroSpirobox isernal smooing up a hi

welded conernal smooyethylene PE wall, wvertical loa

OBOXured y polyethyral wall member Pa

ed in canaed for sewaameter se

roduced in ble on the

obox? s a high deoth wall andgh densitytinuously.

oth wall is player and p

which increaads.

X steepipe lene pipe

lbox, the “alisation brage systemries.

our plant omarket sin

nsity polyed an externy polyethyleBetween t

placed a stprepared inase consid

el reinin HDwith an in

Polieco groranch presems in four b

of Basianonce 1996.

ethylene pinal spiral wene profilethe externateel band an the samederably the

nforceDPEnternal sm

oup” – alwents the nebig dimens

o (MILANO

ipe which iwall. The pi with corru

al corrugatalready cove waved foe resistance

ed

mooth wall

ways watchew HDPE ssions accor

O) – widens

s composeipe is prod

ugated seced spiral wvered with orm as the e of the se

and an

ful to the spiral piperding to

s our Ecop

ed by an uced by

ction extrudwall and the

a external

ewage duct

al

ded e

t to

14/30

Page 15: Sewage Pipe

Pro

Spi

JoiDIA

Rin

Ao

femringone

oduction

robox is av

nting systAMETERS

gstiffness cla

At the two pne side an

male-part isgs. On the e

n range

vailable ac

tem

asses S

pipe’s extrend one fems realized wbuilding si

ccording to

DN/ID 1200-

SN 8 kN/m2

emities aremale-HDPEwith two sete it is just

the here u

-1300-1400-1

e SN 16 kN/

e welded oE-coupling-eats in whic

needed to

under listed

1500 mm

/m2

ne male-Hpart on thech are alreo push one

d diameter

HDPE-coupe other sideeady installe pipe insid

rs:

pling-part oe. The ed two sea

de the next

on

al t

15/30

Page 16: Sewage Pipe

EcThetighfor EPDTheexpby hfeatbetwcouTheseathe

"NOLealoss

copae "no-loss" htness of thdifferent kiDM sealinge "no-loss" pand his vohaving conture, his reween the e

upling wall.e "no-loss" aling ring a

third corru

O-LOSS" sakages of cs" sealing r

l pipesealing rin

he system ind of reasg ring doessealing rin

olume morentact with weaction fillsexternal pip sealing rinnd has to b

ugation.

sealing rinconnectionring builds

es "Nng guarantin all case

sons - the ns not work ng has the e than threwater; thans totally thepe wall and

ng is to be be position

ng purposns cause fo

an insurm

No-Lotees the

es in which normal property.capadty to

ee times junks to this e space d the intern

used in adned in the s

sesor sure envmountable

oss" s-

o st

nal

ddition to thspace betw

vironmentabarrier, wh

syste

he normal ween the s

al problemshich avoids

em

EPDM second and

s. The "no-s any kind

d

-of

16/30

Page 17: Sewage Pipe

"ouimp- le- in

AssThefactof thsweproringcou

AvaTheODsyspoly

SpeSyspolyto thPIIPconthird

t to in" or "possible: akages offiltrations

sembling e "no-loss" tory; it hashe pipes - elling of thetection put

g in the spaupling.

ailable rane system is.800 and f

stem can beypropylene

ecificationstem realizypropylenehe norm EP/a, EPDMntact with wd pipe corr

"in to out" t

f black was from a w

and instalsealing rin also to bean accidene sealing rt on the "noace betwee

nge s available for our intee applied ae.

ns zed by a hige pipe for b

EN 13476-1M lip seal awater, to berugation.

transmissio

ater going water table

llation ng is asseme properly pntal contacing. On theo-loss" seaen the last

for our exrnal diamealso to the

gh densityburied no-p1 with connnd a “no-loe positione

on. By this

to outside inside the

mbled in thprotected tct with watee building saling ring, itwo corrug

ternal diameters rangeSN 16 cor

polyethylepressure senection throoss” sealined in the sp

s way, follo

e e conduit

he right posto avoid - juer and consite, operainstall the ngations an

meters range from ID.3rrugated pi

ene or highewage ducough an Hg ring, whi

pace betwe

wing even

sition direcust during nsequent reators have normal EPd proceed

ge from OD300 till to IDipes in hig

h modulus cts, producDPE coupich expandeen the se

ts are tota

ctly in our the transpeaction & to remove

PDM sealin to install t

D.250 to D.800. Theh modulus

ced accordpling marked itself in cond and t

lly

port

the ng the

e s

ding ed

the

17/30

Page 18: Sewage Pipe

Industrie Polieco MPB srl

NO-LOSS Gasket

Technical sheet

Rev. 1 of 02/09

1. Construction

Gasket with a rectangular or square section in absorbent rubber with a high swelling-index.

2. Composition:

Synthetic rubber add-up with polymer packed like a preformed tape.

3. Colour

Black

4. Use

Add to the normal Ecopal system constituted from a gasket in EPDM and a coupler, located on

the gully from 2nd and 3rt corrugation.

5. Use limits

(- 10 / + 40) °C

6. Packaging

Assembled on the pipe and opportunely protected in order to prevent the swelling during the transport.

7. Installation

Buried

8. Availables diameters

Available diameters : from DN/OD 250 mm to DN/ID 800mm.

18/30

majeed
Stamp
Page 19: Sewage Pipe

Ma . Lig. Wrise. Qu. Ea. Ins. PoGrè

TecFiveID.4diamODmm The

in advanta

ghtness foWatertightnee and the suick deliveasy assemstallation oossibility toès).

chnical che types of 400 mm, ometer OD..1000/120

m to OD.63

e special co

ages:

r easy traness is guarseals betweery mbly at the yof a sewer o connect p

haracteristmoulded b

one for man630/800 m0 mm. The0 mm.

one-shape

nsport, storranteed byeen the ba

yard pipe syste

pipes made

tics bases are anholes of d

mm and twoe bases all

e structure

rage and in the seal in

ase and the

em made oe of differe

available: odiameter IDo for manhow the ins

makes ea

nstallation nstalled bee pipes

of the sameent materia

one for maD.600 mm,holes of diasertion of p

sier the ris

at the yardetween the

e material als (plain P

anholes of one for m

ameter ipes from

se introduc

d base and

EAD, PVC

diameter anholes of

OD.110

ction and

the

C,

f

19/30

Page 20: Sewage Pipe

asswelthe Couandguathe The- th- lin- th- th- lin Thr400- co- inl- ou- pip- ris- bo Lin- co- inl- ou- pipcou- ris- bo Thr630

sures a perded. Moreduct posit

uplings ared by insertiarantees a pipe displa

e following ree inlets (

ne manholeree inlets (ree inlets (

ne manhole

ree-inlets 0 oupling piplet pipe mautlet pipe mpe-manhose: corrugaottom-rise c

e manholeoupling piplet pipe mautlet pipe mpe-manho

upler se: corrugaottom-rise c

ree-inlets 0 - OD 800

rfect hydraeover the Etion. e made by ng the relaperfect tigacement. moulded b

(one in linee DN/ID 60(one in line(one in linee DN/OD 1

(one in lin

es: series ax. diametemax. diamele connect

ated pipe Dconnection

e DN/ID 60es: OD anax. diametemax. diamele connect

ated pipe Dconnection

(one in lin0

ulic tightneEcopal man

cutting theative speciaghtness eve

bottom mae + two at 900 e + two at 6e + two at 61000-1200

ne + two a

OD er: DN/ODeter: DN/Otion: seal DN/ID 400 n: seal

00 d ID serieser: DN/ID 3eter: DN/IDtion: welde

DN/ID 600 n: seal or w

ne + two a

ess after thnhole allow

e wall of thal seal. Then by misa

anholes are90°) for ma

60°) for ma60°) for ma

t 90°) mou

D 200 D 200

s 300

D 300 ed half

welding

t 60°) mou

he pipe haws to lay th

e inlet areahis seal desaligned pip

e availableanhole DN

anhole DNanhole DN

ulded base

ulded base

as been joe base acc

a with a spsigned justing and av

: /ID 400

/OD 630-8/OD 1000-

e for man

e for man

ointed or cording to

pecial tool t for Ecopavoids also

800 -1200

hole DN/ID

hole DN/O

al

D

OD

20/30

Page 21: Sewage Pipe

- co- inl- ou- pipcou- ris- bo Thr100

- co- inl- ou- pipcou- ris- bo- co120 Mo- co- inl- ou- pipman- ris- bo- co120

oupling piplet pipe mautlet pipe mpe-manho

upler or sease: corrugaottom-rise c

ree-inlets 00 - OD 12

oupling piplet pipe mautlet pipe mpe-manho

upler or sease: corrugaottom-rise conical redu00 concent

ulded basoupling piplet pipe mautlet pipe mpe-manhonhole se: corrugaottom-rise conical redu00 concent

es: OD anax. diametemax. diamele connectal ated pipe Dconnection

(one in lin200

es: OD anax. diametemax. diamele connectal ated pipe Dconnectioncer: DN 10tric and ecc

se line for es: series ax. diametemax. diamele connect

ated pipe Dconnectioncer: DN 10tric and ecc

d ID serieser: DN/ODeter: DN/Otion: welde

DN/OD 630n: seal or w

ne + two a

d ID serieser: DN/ODeter: DN/Otion: welde

DN/OD 100n: seal or w000 concecentric

manhole OD and seer: DN/ODeter: DN/Otion: welde

DN/OD 100n: seal or w000 concecentric

s D 300

D 400 ed half

0-800 welding

t 60°) mou

s D 500

D 500 ed half

00-1200 welding ntric, DN

DN/OD 10eries ID

D 630 D 630

ed half-

00-1200 welding ntric, DN

ulded base

000 - OD 1

e for man

200

hole DN/O

OD

21/30

Page 22: Sewage Pipe

ManhMain adv. Lightnes. Watertigmanhole i. Manholemanholes. InstallatiFittings In case ofconcrete plates, whoverloadsdirectly on

A ladder wat 30 cm manhole.

hole vantages: ss for easy htness of tinlet and oes can be ds, multiple ion of a sew

f heavy traload distribhere inspes are distribn the manh

with polyetdistance c

made

transport, the whole utlet

designed uinlet manhwer pipe s

affic, we subution platection drainbuted on thhole.

thylene-cocan also be

e from

storage asystem is g

upon the proles) ystem mad

uggest usines. Thanks

n covers arhe sidefill a

vered steee installed i

m pip

nd installatguarantee

roject engi

de of the s

ng the s to these re installedand not

el steps plainside the

pe

tion at the d by stubs

neer reque

ame mate

d,

aced

yard s put onto t

est (i.e. L

rial.

the

22/30

Page 23: Sewage Pipe

TENowrotolike It isOD

EE mw it is avaiomoulding e manhole.

s avaible in 1200.

manhoble new TEsystem. T

n ID 600, O

oles EE produchis TEE co

OD 800, OD

ed by ould be use

D 1000 and

ed

d

23/30

Page 24: Sewage Pipe

Ta NewaccusinDiffstortan

anks w Tanks focordino to cng Ecopal ferent solutrage volumks depend

mador collectingcustomer rpipes or Stions are a

me, and it ising on cus

e frog rain waterequests anSPIROBOXavaible deps possible stomer’s re

m piper are madnd are mad

X pipes. pending onto create

equest.

pes de de

n

24/30

Page 25: Sewage Pipe

SPolto thSPIBessupinje

peciaieco Grouphe customIROBOX psides specpply a rangection mou

al fittip has a wo

mer drawingpipes. cial fittings e of high dlding syste

ingsorkshop thag. This spe

made withdensity polem.

at is able toecial fittings

Ecopal piyethylene

o realize ss are made

pe, Poliecospecial fitt

pecial fittine using Eco

o Group istings, realiz

ngs accordopal pipes

able to zed by

ding or

25/30

Page 26: Sewage Pipe

G Recsew Thehighdiffe LIT

1.

M

2. D3. I4. O5. O

BIGCha1.

M

2. D3. I4. O5. O

ully p

cently Poliewage produ

e main feath hydraulicerent mate

TTLE GULL

Material: P

DimensionInlet hole Outlet holOutlet pipG GULLY ParacteristiMaterial: P

DimensionInlet hole Outlet holOutlet pip

pots

eco has deucts, thesy

tures of guc capacity; erials.

LY POTS

Polyethylen

ns: 400 x 4section: ree diametee type: PVPOTS ics Polyethylen

ns: 630 x 8section: se diametee type: PV

evelopped yphoned g

ully pots arejointing w

ne medium

450 x 500 ectangular

er: 125-160VC or PEA

ne medium

850 x 700 square er: 160-200VC or PEA

two new pgully pots.

e: very easith two diffe

Char

m density

(height) mr 0 mm

AD

m density

(height) m

0 mm AD

products, th.

sy to lay; verent pipe

racteristic

m

m

hat enrich

versatility; edimension

cs

our range

easy to clens of two

of

ean;

26/30

Page 27: Sewage Pipe

TH Ecooffeexcin re EcoresiCladee Ecoto e Ecojoin EcowelavoThealso Ecoassexis

HE E

opal is maers a high icellent chemespect to o

opal peculistance an

ass 8 kN/mep undergr

opal outer ease the pi

opal is pronts is reduc

opal can bding. The

oiding the re elastomeo the groun

opal is extsortment ofsting pipes

COPA

de with higmpact resmical resisother mate

iar geometd it is prod2). In this w

round.

black wallpe TV insp

oduced in 6ced.

be connecteelastomeri

risk of beineric seal of ndwater en

remely verf special fits.

AL A

gh density istance ev

stance, preerials used

tric structuduced in twway the pi

guaranteepection.

6 and 12 m

ed with coic seal is p

ng displacea particula

ntrance into

rsatile, duettings and c

DVAN

polyethyleen at low t

esents bettein pipe pro

ure guarantwo ring stiffpe can fulf

es a high U

meter bars;

upler and eplaced insided during thar profile no the pipe.

e to the poscan be con

NTAG

ene, that istemperaturer resistanoduction.

tees a highfness classfil different

UV stability

in this way

elastomeride the corrhe couplingot only avo.

ssibility to nnected wi

GES

, a polymeres as wellnce to the a

h deflectionses (Class applicatio

y, inner wa

y the numb

c seal or brugation, thg operationoids leakag

have a widith any oth

er which as an abrasion

n 4 kN/m2 -ns even in

ll is white

ber of

butt hus n. ge, but

de er type of

27/30

Page 28: Sewage Pipe

EcoIt ispar Ecodigg

Som

Rin

Rin

opal is exts easy to strticular equ

opal is parging inaccu

me examp

ng stiffness

g flexibility

remely eastore, to tra

uipment to

rtially flexiburacy.

ple of pipe

s test

y test of the

sy to handnsport andbe moved

ble and can

e test

e pipe

le due to itd to install a.

n avoid obs

Creep

Tightnsystemand ne

ts lightnessand does n

stacle duri

ratio test

ness test ofm under hydegative pre

s. not need a

ng pipe-lin

f the coupldrostatic pssure

any

ning and

er-pipe

pressure

28/30

Page 29: Sewage Pipe

29/30

Page 30: Sewage Pipe

30/30