installation instructions · 2012-05-01 · civils landscaping aqua sport everything you need to...

LANDSCAPINGCIVILS SPortAquA

INSTALLATION INSTRUCTIONSEVErYtHING You NEED to KNoW ABout INStALLING HAurAtoN ProDuCtS

2

LANDSCAPING AquA SPortCIVILS

EVERYTHING YOU NEED TO KNOW ABOUT INSTALLING HAURATON PRODUCTS

DEtAILED INStALLAtIoN INStruCtIoNS For DIFFErENt APPLICAtIoNS AND LoAD CLASSES

Each single building component can prove its usefulness in function and reliability only once it has

been installed in its final position. The prerequisite for that is that it has been installed correctly,

which is not any different for HAURATON products.

We will give building contractors all our support for a successful completion of the job. Our detailed

installation instructions and specifications contain everything you need to know about the installa-

tion in different applications and for different loading capacities. Where it is necessary to observe

special details when installing our products, we will be happy to send one of our competent members

of staff to the building site to discuss all relevant points and give valuable tips.

HAURATON installation instructions – so that the installation runs smoothly.

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19

AquAINTELLIGENT SOLUTIONS FOR WATER TREATMENT AND SEEPAGE.

DrAINFIx®BLOC

DrAINFIx®TWIN

LANDSCAPINGVERSATILE DRAINAGE RANGE FOR ALL REQUIREMENTS OF GARDENING AND LANDSCAPING.

rECYFIx®PLUS / rECYFIx®STANDARD

SLottED CHANNELS

FASErFIx®STANDARD

DACHFIx®

rECYFIx®GREEN SUPER

rECYFIx®GREEN STANDARD

CIVILSHIGHLY STABLE FASERFIX SUPER DRAINAGE CHANNELS MADE OF FIBRE REINFORCED CONCRETE.

FASErFIx®SUPER KS / FASErFIx®SUPER

FASErFIx®POINT

FASErFIx®BIG

rECYFIx®SUPER KS / rECYFIx®SUPER

rECYFIx®SUPER X

FASErFIx®TRAFFIC

rECYFIx®HICAP®

NOTE: INSTALLATION EXAMPLES IN THE SECTIONS ARE ORDERED BY LOAD CATEGORY, STARTING FROM THE LOWEST.

SPortTHE COMPREHENSIVE RANGE FOR ALL SPORTS FACILITIES – INSTALLATION EXAMPLES FOR OUR SPORTS FACILITIES RANGEARE AVAILABLE ON REQUEST.

8

23

26

30

40

37

45

72

78

50

58

62

66

68

70

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LOAD CATEGORIES AND THEIR APPLICATION AREAS IN ACCORDANCE WITH DIN EN 1433

IN CASES OF DOUBT THE HIGHER CATEGORY HAS TO BE CHOSEN!

CATEGORY A 15, LOAD CLASS 15 KNDomestic driveways pedestrian areas and cycle paths.

CATEGORY B 125, LOAD CLASS 125 KNFootpaths, pedestrian zones and similar areas, parking lots and parking decks for passenger cars.

CATEGORY C 250, LOAD CLASS 250 KNRoad gutters, hard shoulders not exposed to traffi c car parks not accessible to heavy wheel loads.

CATEGORY E 600, LOAD CLASS 600 KNAreas exposed to high wheel loads, e.g. ports and docks.

CATEGORY F 900, LOAD CLASS 900 KNAreas exposed to particularly high wheel loads, e.g. air traffi c areas.

CATEGORY D 400, LOAD CLASS 400 KNCarriageways hard shoulders as well as parking areas accessible to all types of road vehicles.

QUALITY CERTIFICATION IN ACC. WITH DIN EN ISO 9001:2000 As one of the fi rst companies in the building industry,

HAURATON achieved quality certifi cation in accordance

with DIN EN ISO 9001 back in 1993. The quality require-

ments of the current DIN EN ISO 9001:2000 cover not

only the products but the whole company, including de-

velopment, design, production, assembly and customer

service. HAURATON’s quality management in accordance

with DIN EN ISO 9001:2000 provides the highest degree

of reliability and safety to our customers.

We hold General Building Control Approvals in acc.

with the WHG (Water Resources Act) for the following

channel systems:

FASERFIX SUPER channels approval no. Z-74.4-68

FASERFIX BIG SL channels approval no. Z-74.4-67

FASERFIX BIG BL channels approval no. Z-74.4-66

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DEFINITION OF TYPES OF SLOPE

vertical outlet fitted at factory

End cap type 01

Run of channels with built-in fall. Selected channels no. 10 – 20. High hydraulic capacity due to large back pressure depth.

End cap type 0201 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

End cap type 01

Trash box

Run of channels with built-in fall. Selected channels no. 1 – 20.Length of run with fall extended by channels without fall, 1 of type 05, 010, 015 and 020 each.

1 2 3 4 05 5 6 7 8 9 010 10 11 12 13 14 015 15 16 17 18 19 020 20

Trash box Trash boxDividing point of fall

Run of channels with built-in fall. Long channel runs can be achieved with falls in two directions in the same run. Max. length of run with built-in fall: 40 m.

20 19 18 17 16 15 14 14 15 16 17 18 19 203 2 1 1 2 3

End cap type 01

End cap type 020 with horizontal UPVC outlet

Run of channels without built-in fall. Water flows off due to step slope.

01 01 01 01 05 05 05 05 010 010 010 010 015 015 015 015 020 020 020 020

Channel runs can be connected to drainage canals via trash boxes or via end caps with horizontal UPVC outlet.

Run of channels without built-in fall. Water flows off due to the existing slope in the traffic area.

Trash box

01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01

End cap type 01

Run of channels with built-in fall. Water flows off due to continuous built-in fall.

End cap type 01

End cap type 020 with horizontal UPVC outlet

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

6

QUANTITIES OF JOINT SEALER REQUIRED FOR APPLICATIONS UNDER WHG (WATER RESOURCES ACT)

Channelswith general building control approval

no. Z-74.4-68, no. Z-74.4-67, no. Z-74.4-66

Channel type approx. length of joints up to top edge

safety joint (mm)

approx. consumption in ml per joint / end cap )

incl.15 % spreading loss

approx. no. of butt joints per cartridge

FASERFIX SUPER KS 100 01 245 34 13010 350 48 9020 470 65 6

FASERFIX SUPER 150 01 450 62 7010 560 77 5020 680 94 4

FASERFIX SUPER 200 01 570 79 5010 660 91 4020 760 105 4

FASERFIX SUPER 300 01 835 116 4020 1230 169 2

FASERFIX SUPER 400 01 1055 145 301H 1245 172 2

FASERFIX SUPER 500 01 1290 178 2

FASERFIX BIG SL 100 20 715 99 4

FASERFIX BIG SL 150 020 810 112 4

FASERFIX BIG SL 200 020 940 129 3

FASERFIX BIG SL 300 010 1120 155 2

FASERFIX BIG BL 150 020 845 117 4

FASERFIX BIG BL 200 020 905 125 3

Masterflex 700 Primer ASP: for permeable surfaces, size of container 1 l, sufficient for approx. 80 lin m. of joint

Masterflex 700 Primer FE: for non permeable surfaces, size of container 1 l, sufficient for approx. 80 lin m.

of joint / end cap / frame

Consumption of elastic joint sealer Masterflex 700 FR gun grade ETA-05/0259,

only for WHG applications with general building control approval, e.g. at filling stations

Note:The information provided here represents our best knowledge and experience to date. We reserve the right to make changes as techno-logy advances and for the purpose of continuing product development. Users of the products are responsible for checking the functions and appli cation options of these products by consulting with qualified engineers. The mentioning of trade names does not constitute a recommen dation and does not preclude the use of other products with general building control approval that have been tested in the same way. For further information please refer to safety data sheet in accordance with 91/155/EEC from BASF Building Technology, Dept. Protec-tion of the Environment, Tel. +49 334 38500, Fax: +49 334 3850135

7

QUANTITIES OF JOINT SEALER REQUIRED FOR WATERTIGHT JOINTS

One bag of RECYFIX Sealer Sikaflex TS Fast contains 600 ml, equivalent to 660 g.

A suitable bag pistol dispenser is required for the RECYFIX Sealer bag.

For technical information sheet for Sikaflex TS Fast see: For safety data sheets for Sikaflex TS Fast see:

http://www.sika.de/con-katalog-details.htm?&id=14-8 http://www.dichten-und-kleben.de/sikatackfolien.html

Consumption of RECYFIX Sealer Sikaflex TS Fast

Channels Channel type approx. con sumption per butt joint

Channel butt joints per bag

approx. consumption

per end cap

FASERFIX TRAFFIC SUPERBLOC 200 020 80 g 8 81 g

RECYFIX PLUS 100, RECYFIX STANDARD 100 60 and 80 20 g 30 8 g01 30 g 20 10 g

010 40 g 15 20 g

RECYFIX PLUS 150, RECYFIX STANDARD 150 01 60 g 10 20 g

RECYFIX PLUS 200, RECYFIX STANDARD 200 010 70 g 8 20 g

RECYFIX STANDARD 300 01 180 g 3 40 g


8

Our installation instructions / examples are suggestions

that are generally accepted in the trade. Any special in-

stallation details required due to local conditions need to

be specified by a qualified engineer.

Technical regulatory instruments and guidelines appli-

cable in the respective state or country should be taken

into account for installation. Additional requirements

must be met when the products are installed at petrol

stations / tank installations. For more detailed informa-

tion please contact the manufacturer.

1. Please ensure that the adjoining surface finishes are

laid to finish permanently 3 to 5 mm higher than the

top edge of the channel.

2. Where the installed product is subject to horizontal

forces, e.g. in concreted areas and reinforced concrete

structures, effective expansion joints have to be provi-

ded in both directions in accordance with DIN 18318.

3. The rigidity of the side walls of the FASERFIX SUPER

channel body ensures that the dynamic forces created

during the correct installation of adjoining concrete,

asphalt or paving areas will not cause any damage. No

additional reinforcements are required.

4. When the products are installed in paved or slab-co-

vered surfaces, the joint along the channels should be

filled with a mineral - or bituminous compound. Instal-

lation in areas exposed to heavy loads, from category

D 400: any dynamic thrust forces acting on the paving

must not impact directly on the sidewalls of the chan-

nels but have to be transferred to the backing struc-

ture through direct contact, e.g. by installing the first

3 rows in a modified concrete bedding.

5. Where it is possible that extreme thrust forces occur,

e.g. where there are significant gradients, special

addi tional installation details are required by the in-

staller. For further information please contact us.

6. Any safety joints installed in accordance with EN 1433

can be filled up to the top edge of the surfacing, if re-

quired.

Similarly, these instructions apply to gullies and points

of entry. Where the channels are to be installed in paved

areas with load classes D 400 to F 900, e.g. in air strips,

logistic centres, container terminals, bus stations etc.,

the channel backing has to be increased and raised to the

surface in the form of an in-situ concrete casing along the

channel, with concrete quality at least C 30/37 X F4. The

concrete casing should permanently stand up from the

top edge of the channel by 3 to 5 mm. Where required, in-

stallers may opt to reinforce the concrete casing with re-

inforcement steel.

INSTALLATION INSTRUCTIONS FOR SEALING JOINTS IN CONNECTION WITH FASERFIX SUPER CHANNELS IN AC-CORDANCE WITH DIN EN 1433Area of application:

For permanently elastic connection points in cross joints

of FASERFIX SUPER channels to meet the requirements

of DIN EN 1433. For use internally and externally as well

as for sealing face walls, gullies and the joints with the

adjoining surface finishes along the channels.

Substrate conditions:

The surfaces to be bonded have to be sufficiently firm,

dry, clean and free from oil and grease to ensure that

bonding and curing is not adversely affected. Where

these conditions are in question, it is possible to apply a

priming coat to the contact surfaces. To bridge the gap

between the channel joints before applying a permanent-

ly elastic joint filler, attach a self-adhesive masking tape

or installation tape. This will prevent the joint sealer to

bond with the floor of the joint. In the case of cut cross

joints, insert a round closed-cell PE cord between the

flanks of the joint.

Installation instructions for joint sealers

in cross joints:

The filling of the joints has to ensure that the joint sealer

can absorb any potential movements (i.e. bonding on

both flanks of the joint). Once the joint has been filled

with a sealer, use a smoothing compound to level the

surface of the joint. Finally, use a soap solution to smooth

off the surface of the joint. Where required, a joint can

be made between the end of the cross joint and the joint

with the surface covering along the channel.

FASErFIx®SUPER KS / FASErFIx®SUPER – INSTALLATION INSTRUCTIONS

9

INSTALLATION INSTRUCTIONS FOR SEALING FACE WALLS AND TRASH BOXES:Clean the face wall surfaces and apply the permanently

elastic sealing compound with a cross section of 6 x 15

mm around the periphery. Then compress the joint to a

minimum thickness of 2 mm and hold in that position for

24 hours. Any sealing compound squeezing out at the

edges should be smoothed off as described above. When

sealing the joints with trash boxes, proceed in a similar

way with the respective contact surfaces. The compo-

nents are suffi ciently heavy to hold the joints in place.

Surfaces regulated by the WHG (Water Resources Act)

are subject to special requirements. For further informa-

tion please contact us.

Note: The information provided here represents our best knowledge and experience to date. We reserve the right to make changes as technology advances and for the purpose of continuing product development. Users of the products are responsible for checking the functions and applica-tion options of these products by consulting with qualifi ed engineers. The mentioning of trade names does not constitute a recommendation and does not preclude the use of other products that have been tested in the same way. For further information please refer to the respective safety data sheets or application areas, e.g. for elastic sealing compounds. Any new edition of this publication renders older editions invalid. Date: 01/07

LooK uP our CurrENt

INStALLAtIoN INStruCtIoNS

oN tHE INtErNEt

WWW.HAurAtoN.CoM


10


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em

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ualit

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Insta

llation

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ple

Concre

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l. A

15 -

C 2

50

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h d

If a

pp

lica

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ela

stic

jo

int

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alin

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Co

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13

FASErFIx®SUPER KS

A

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73

21

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De

scrip

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Ap

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ms:

Ca

teg

ory

acco

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EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

wid

th b

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hic

kn

ess d

/ h

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ht

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in c

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EN

206

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10

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-2

with

out

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ger

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12

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25

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Su

rface:

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Ou

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l in

sta

llation

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ly.

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d t

o t

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al co

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With

ne

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en

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se

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ir v

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ity.

Be

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ch

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yp 8

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ba

u K

lasse

C 2

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in Z

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en

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20

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5/3

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RF

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150

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00

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no

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ss t

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or

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app

lica

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mm

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d o

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cha

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AS

ER

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Fo

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lity is a

min

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m q

ualit

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= C

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Insta

llation

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ple

Concre

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l. A

15 -

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50

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min

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If a

pp

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stic

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an

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n jo

int

Co

ncre

te


14

A

D

73

21

ECBA

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21

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6

De

scrip

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Ap

ply

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ann

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ms:

Ca

teg

ory

acco

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g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

with

b / t

hic

kne

ss d

/ h

eig

ht

h (

in c

m)

Th

e n

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ed c

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ua

lity is a

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m q

ualit

y

EN

206

-1 /

DIN

10

45

-2

with

out

dan

ger

of

frost o

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ppo

rt

with

da

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er

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A 1

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12

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25

0

Su

rface:

Co

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Ou

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llation

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00

Th

e in

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llatio

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mp

les / a

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ntly a

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pte

d t

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al co

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With

ne

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Dra

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ch

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Kla

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en

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RF

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07

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or

this

ap

plic

ation

we

re

co

mm

en

d o

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ms F

AS

ER

FIX

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PE

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llation

exam

ple

Concre

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Concre

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15 -

C 2

50

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Impe

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If a

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alin

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int

FASErFIx®SUPER KS

15

FASErFIx®SUPER KS

A

D

73

21

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76

54

3

21

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De

scrip

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:

Ap

ply

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teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

with

b / t

hic

kne

ss d

/ h

eig

ht

h (

in c

m)

Th

e n

am

ed c

oncre

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ua

lity is a

min

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ualit

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EN

206

-1 /

DIN

10

45

-2

with

out

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ger

of

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llation

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ly.

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d t

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al co

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m

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S 1

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lass D

40

0 n

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ss th

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vin

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this

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plic

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re

co

mm

en

d o

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ms F

AS

ER

FIX

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PE

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LO

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RA

FF

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Insta

llation

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ple

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vem

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15 -

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50

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Pa

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me

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Pa

ve

me

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mb

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tle

t p

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16

FASErFIx®SUPER KS / FASErFIx®SUPER A

D

73

21

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76

54

3

21

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6

A

De

scrip

tion

:

Ap

ply

ing

to f

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ing

ch

ann

el syste

ms:

Ca

teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

with

b / t

hic

kne

ss d

/ h

eig

ht

h (

in c

m)

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

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206

-1 /

DIN

10

45

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with

out

dan

ger

of

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ppo

rt

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da

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l in

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ly.

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00

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00

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e in

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llatio

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mp

les / a

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Ca

teg

ory

acco

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g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

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th b

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EN

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3 / D

IN V

195

80

Fo

un

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.02.2

007

Th

e n

am

ed c

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te q

ua

lity is a

min

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ualit

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n C

lass D

40

0 n

ot

for

use

acro

ss th

e c

arr

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ew

ay

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hig

hw

ays o

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oto

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g t

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ic. F

or

this

ap

plic

ation

we

re

co

mm

en

d o

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ch

an

nel syste

ms F

AS

ER

FIX

TR

AF

FIC

SU

PE

RB

LO

C

or

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RF

IX T

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UG

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Insta

llatio

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xa

mple

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l. F

900

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ar

10

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40

cm

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y 40

cm

(opt

iona

l)

23

FASErFIx®POINT

A

D

73

21

ECBA

76

54

3

21

EDCB

45

6

De

scrip

tion

:

Ap

ply

ing

to f

ollw

ing

ch

ann

el syste

ms:

Ca

teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

with

b / t

hic

kne

ss d

/ h

eig

ht

h (

in c

m)

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

y

EN

206

-1 /

DIN

10

45

-2

with

out

dan

ger

of

frost o

n th

e late

ral su

ppo

rt

with

da

ng

er

of

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pp

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12

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25

0

Su

rface:

Co

nd

itio

n:

Ou

r g

en

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l in

sta

llation

instr

uctio

ns a

pp

ly.

D 4

00**

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00

F 9

00

Th

e in

sta

llatio

n e

xa

mp

les / a

dvis

e c

on

sta

ntly a

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da

pte

d t

o th

e t

ech

nic

al co

nd

itio

ns.

With

ne

w e

ditio

ns o

lde

r e

xp

en

ditu

res lo

se

the

ir v

alid

ity.

Be

fore

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nn

ing

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llatio

n p

lea

se

ve

rify

th

e c

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en

t ve

rsio

n a

t w

ww

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ton

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m

Dra

win

g-n

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FF

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UP

ER

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x4

0_

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ba

u in

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t

C 2

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20

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5/3

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RF

IX P

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** I

n C

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40

0 n

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use

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ss th

e c

arr

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oto

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mo

vin

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ic. F

or

this

ap

plic

ation

we

re

co

mm

en

d o

ur

ch

an

nel syste

ms F

AS

ER

FIX

TR

AF

FIC

SU

PE

RB

LO

C

or

FA

SE

RF

IX T

RA

FF

IC G

UG

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OC

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se

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urs

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sis

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-base

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llatio

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avem

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15

- C

25

0

Pa

ve

men

t b

edd

ing

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5 m

m

Pa

ve

men

t


24

FASErFIx®POINT

A

D

73

21

ECBA

76

54

3

21

EDCB

45

6

De

scrip

tion

:

Ap

ply

ing

to f

ollw

ing

ch

ann

el syste

ms:

Ca

teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

with

b / t

hic

kne

ss d

/ h

eig

ht

h (

in c

m)

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

y

EN

206

-1 /

DIN

10

45

-2

with

out

dan

ger

of

frost o

n th

e late

ral su

ppo

rt

with

da

ng

er

of

frost o

n the

late

ral su

pp

ort

A 1

5B

12

5C

25

0

Su

rface:

Co

nd

itio

n:

Ou

r g

en

era

l in

sta

llation

instr

uctio

ns a

pp

ly.

D 4

00**

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00

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00

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e in

sta

llatio

n e

xa

mp

les / a

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e c

on

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ntly a

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pte

d t

o th

e t

ech

nic

al co

nd

itio

ns.

With

ne

w e

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ns o

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r e

xp

en

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res lo

se

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ir v

alid

ity.

Be

fore

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nn

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llatio

n p

lea

se

ve

rify

th

e c

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en

t ve

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n a

t w

ww

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ura

ton

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m

Dra

win

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FF

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INT

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UP

ER

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x4

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u in

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5/3

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15

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20

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C 2

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20

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5/3

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5/3

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SE

RF

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ER

30

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40

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n C

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40

0 n

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ss th

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arr

iag

ew

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hw

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oto

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vin

g t

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ic. F

or

this

ap

plic

ation

we

re

co

mm

en

d o

ur

ch

an

nel syste

ms F

AS

ER

FIX

TR

AF

FIC

SU

PE

RB

LO

C

or

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SE

RF

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cm

b

d

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e

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cou

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de

r co

urs

e

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ino

us b

ase

co

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st

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tan

t su

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Exp

an

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n jo

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h

Insta

llatio

n e

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sp

ha

lt c

l. A

15

- E

60

0

3 -

5 m

m

25

FASErFIx®POINT

A

D

73

21

ECBA

76

54

3

21

EDCB

45

6

De

scrip

tion

:

Ap

ply

ing

to f

ollw

ing

ch

ann

el syste

ms:

Ca

teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

with

b / t

hic

kne

ss d

/ h

eig

ht

h (

in c

m)

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

y

EN

206

-1 /

DIN

10

45

-2

with

out

dan

ger

of

frost o

n th

e late

ral su

ppo

rt

with

da

ng

er

of

frost o

n the

late

ral su

pp

ort

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5B

12

5C

25

0

Su

rface:

Co

nd

itio

n:

Ou

r g

en

era

l in

sta

llation

instr

uctio

ns a

pp

ly.

D 4

00**

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00

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00

Th

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llatio

n e

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mp

les / a

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e c

on

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ntly a

re a

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pte

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o th

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ech

nic

al co

nd

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With

ne

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se

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ity.

Be

fore

pla

nn

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llatio

n p

lea

se

ve

rify

th

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n a

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ER

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ton

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n C

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ss th

e c

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iag

ew

ay

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hw

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oto

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g t

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ap

plic

ation

we

re

co

mm

en

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PE

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SE

RF

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OC

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igh

t -

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cm

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d

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se

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15

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600

Co

ncre

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ea

rin

g la

ye

r

3 -

5 m

m


26




be specified by a qualified engineer. Technical regulatory

instruments and guidelines applicable in the respective

state or country should be taken into account for instal-

lation.

1. Please ensure that the adjoining surface finishes are

laid to finish permanently 3 to 5 mm higher than the




structures, effective expansion joints have to be pro-

vided in both directions. Any expansion forces of the

concrete structure must not impact on the channels.

3. Large-format paving elements in concrete in accor-

dance with KIWA guideline BRL 2310 can be laid, with

a joint, directly adjacent FASERFIX BIG channels, in

accordance with BRL 2319.

4. The safety joint between the channels has to be filled

with joint compound on site. For details refer to IVD

guidance note no. 6.

5. The subbase for the FASERFIX BIG channels has to be

sufficiently compacted to ensure that channels cannot

drop or give way.

6. The joint along the steel frame of the FASERFIX BIG

channel does not have to be sealed to be leakproof.

This joint just requires a simple grouting compound

that is resistant to mineral oil.

These installation instructions apply similarly to inlet

boxes.

INSTALLATION INSTRUCTIONS FOR SEALING JOINTS IN CONNECTION WITH FASERFIX BIG CHANNELS IN ACCORDANCE WITH DIN EN 1433 Area of application:


of FASERFIX BIG channels to meet the requirements of

DIN EN 1433. For use internally and externally as well as

for sealing face walls, gullies and the joints with the adjoi-

ning surface finishes along the channels.







between the channel joints before applying a permanent-

ly elastic joint filler attach a selfadhesive masking tape or

installation tape. This will prevent the joint sealer to bond

with the floor of the joint. In the case of cut cross joints,

insert a round closed-cell PE cord between the flanks of

the joint.

Installation instructions for joint sealers in cross

joints:



both flanks of the joint). When sealing the walls of FASER-

FIX BIG, a small rubber hose on the hand gun will facili-

tate work to the wall joints. Once the joint has been filled

with a sealer, use a smoothing spatula to level the surface

of the joint. Finally, use a soap solution to smooth off the

surface of the joint. Where required, a joint can be made

between the end of the cross joint and the joint with the

surface covering along the channel.

INSTALLATION INSTRUCTIONS FOR SEALING FACE WALLS AND GULLIES:Clean the face wall surfaces and apply the permanent-

ly elastic sealing compound with a cross section of

6 x 15 mm around the periphery. Then compress the joint

to a minimum thickness of 2 mm and hold in that position

for 24 hours. Any sealing compound squeezing out at the

edges should be smoothed off as described above. When

sealing the joints with sink boxes, proceed in a similar

way with the respective contact surfaces. The compo-

nents are sufficiently heavy to hold the joints in place.

Surfaces regulated by the WHG (Water Resources Act)

are subject to special requirements. For further informa-

tion please contact us.

Note: The information provided here represents our best knowledge and experience to date. We reserve the right to make changes as technology advances and for the purpose of continuing product development. Users of the products are responsible for checking the functions and applica-tion options of these products by consulting with qualified engineers. The mentioning of trade names does not constitute a recommendation and does not preclude the use of other products that have been tested in the same way. For further information please refer to the respective safe ty data sheets or application areas, e.g. for elastic sealing compounds. Any new edition of this publication renders older editions invalid.Date: 01/07

FASErFIx®BIG – INSTALLATION INSTRUCTIONS

27

FASErFIx®BIG

A

D

73

21

ECBA

76

54

3

21

EDCB

45

6

De

scrip

tion

:

Ap

ply

ing

to f

ollw

ing

ch

ann

el syste

ms:

Ca

teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

with

b / t

hic

kne

ss d

/ h

eig

ht

h (

in c

m)

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

y

EN

206

-1 /

DIN

10

45

-2

with

out

dan

ger

of

frost o

n th

e late

ral su

ppo

rt

with

da

ng

er

of

frost o

n the

late

ral su

pp

ort

A 1

5B

12

5C

25

0

Su

rface:

Co

nd

itio

n:

Ou

r g

en

era

l in

sta

llation

instr

uctio

ns a

pp

ly.

D 4

00**

E 6

00

F 9

00

Th

e in

sta

llatio

n e

xa

mp

les / a

dvis

e c

on

sta

ntly a

re a

da

pte

d t

o th

e t

ech

nic

al co

nd

itio

ns.

With

ne

w e

ditio

ns o

lde

r e

xp

en

ditu

res lo

se

the

ir v

alid

ity.

Be

fore

pla

nn

ing

or

insta

llatio

n p

lea

se

ve

rify

th

e c

urr

en

t ve

rsio

n a

t w

ww

.ha

ura

ton

.co

m

Dra

win

g-n

o.:

FF

-BIG

-S-2

00

BL T

yp

020

_E

inb

au K

lasse E

600

in

Asp

ha

lt_

GB

C:\p

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tor\

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07

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97

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Asp

ha

lt

10

/ 1

5 /

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0 /

15

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20

/25

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0/2

5

C 2

5/3

0 X

F1

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5/3

0 X

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C 2

5/3

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F1

FA

SE

RF

IX B

IG B

L 1

50

, 20

0

FA

SE

RF

IX B

IG S

L 1

00

, 1

50

, 2

00

, 3

00

22

.02

.20

07

** I

n C

lass D

40

0 n

ot

for

use

acro

ss th

e c

arr

iag

ew

ay

of

hig

hw

ays o

r m

oto

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mo

vin

g t

raff

ic. F

or

this

ap

plic

ation

we

re

co

mm

en

d o

ur

ch

an

nel syste

ms F

AS

ER

FIX

TR

AF

FIC

SU

PE

RB

LO

C

or

FA

SE

RF

IX T

RA

FF

IC G

UG

IBL

OC

* no

t a

pp

lica

ble

Ba

se c

ours

e

Fro

st

resis

tan

t su

b-b

ase

Insta

llation e

xam

ple

Aspha

lt c

l. D

400**

- F

90

0

Wea

rin

g c

ours

e

Bin

de

r co

urs

e

d

b

Du

rab

le join

tS

ea

ling a

s n

ece

ssary

Bitu

min

ous jo

int

str

ip

Le

velli

ng c

ours

e a

s n

ece

ssary

( re

co

mm

end

ed

min

imu

m h

eig

ht

is 5

cm

)

3 -

5 m

m


28

FASErFIx®BIG

A

D

73

21

ECBA

76

54

3

21

EDCB

45

6

De

scrip

tion

:

Ap

ply

ing

to f

ollw

ing

ch

ann

el syste

ms:

Ca

teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

with

b / t

hic

kne

ss d

/ h

eig

ht

h (

in c

m)

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

y

EN

206

-1 /

DIN

10

45

-2

with

out

dan

ger

of

frost o

n th

e late

ral su

ppo

rt

with

da

ng

er

of

frost o

n the

late

ral su

pp

ort

A 1

5B

12

5C

25

0

Su

rface:

Co

nd

itio

n:

Ou

r g

en

era

l in

sta

llation

instr

uctio

ns a

pp

ly.

D 4

00**

E 6

00

F 9

00

Th

e in

sta

llatio

n e

xa

mp

les / a

dvis

e c

on

sta

ntly a

re a

da

pte

d t

o th

e t

ech

nic

al co

nd

itio

ns.

With

ne

w e

ditio

ns o

lde

r e

xp

en

ditu

res lo

se

the

ir v

alid

ity.

Be

fore

pla

nn

ing

or

insta

llatio

n p

lea

se

ve

rify

th

e c

urr

en

t ve

rsio

n a

t w

ww

.ha

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-BIG

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yp

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au K

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29

.idw

Pavem

en

t

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/ 1

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*1

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15

/ *

10

/ 1

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C 2

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F1

FA

SE

RF

IX B

IG B

L 1

50

, 2

00

FA

SE

RF

IX B

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L 1

00

, 1

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20

0,

300

26

.02

.20

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** I

n C

lass D

40

0 n

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for

use

acro

ss th

e c

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oto

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mo

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g t

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ic. F

or

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ap

plic

ation

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re

co

mm

en

d o

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an

nel syste

ms F

AS

ER

FIX

TR

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FIC

SU

PE

RB

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C

or

FA

SE

RF

IX T

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FF

IC G

UG

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* H

eig

ht h

is n

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app

lica

ble

Insta

llation e

xam

ple

Pa

vem

ent

cl. D

400**

- F

90

0

d

b

Du

rab

le join

tS

ea

ling a

s n

ece

ssa

ryLe

velli

ng

cou

rse a

s n

ecessa

ry(

Re

co

mm

en

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d m

inim

um

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ht

is 5

cm

)

3 -

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int

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ed

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g

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se c

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st

resis

tan

t sub

-base

29

FASErFIx®BIG

A

D

73

21

ECBA

76

54

3

21

EDCB

45

6

De

scrip

tion

:

Ap

ply

ing

to f

ollw

ing

ch

ann

el syste

ms:

Ca

teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

with

b / t

hic

kne

ss d

/ h

eig

ht

h (

in c

m)

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

y

EN

206

-1 /

DIN

10

45

-2

with

out

dan

ger

of

frost o

n th

e late

ral su

ppo

rt

with

da

ng

er

of

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n the

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ral su

pp

ort

A 1

5B

12

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25

0

Su

rface:

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nd

itio

n:

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r g

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l in

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llation

instr

uctio

ns a

pp

ly.

D 4

00**

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00

F 9

00

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e in

sta

llatio

n e

xa

mp

les / a

dvis

e c

on

sta

ntly a

re a

da

pte

d t

o th

e t

ech

nic

al co

nd

itio

ns.

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ne

w e

ditio

ns o

lde

r e

xp

en

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se

the

ir v

alid

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llatio

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lea

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ve

rify

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.ha

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m

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FF

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00

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yp

01_

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ba

u K

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eto

n_

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C:\p

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\05

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47

99

.idw

Con

cre

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10

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15

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10

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*

C 2

0/2

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20

/25

C 2

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5

C 2

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0 X

F1

C 2

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F1

FA

SE

RF

IX B

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L 1

50

, 2

00

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SE

RF

IX B

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L 1

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, 1

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300

22

.02

.20

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** I

n C

lass D

40

0 n

ot

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use

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ss th

e c

arr

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hw

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oto

rways in

mo

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this

ap

plic

ation

we

re

co

mm

en

d o

ur

ch

an

nel syste

ms F

AS

ER

FIX

TR

AF

FIC

SU

PE

RB

LO

C

or

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SE

RF

IX T

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FF

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Insta

llation e

xam

ple

Concre

te c

l. D

40

0**

- F

900

3 -

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m

d

b

Exp

an

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n join

t

Con

cre

te w

ea

ring

layer

Ba

se

co

urs

e

Fro

st

resis

tant

su

b-b

ase

Dura

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int

Se

alin

g a

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eco

mm

en

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ight

is 5

cm

)


30


that are generally accepted in the trade. Any special in



instruments and guidelines appli cable in the respective


lation. Additional requirements must be met when the

products are installed at petrol stations / tank installa-

tions. For more detailed informa tion please contact the

manufacturer.

1. Please ensure that the adjoining surface finishes

are laid to finish permanently 3 to 5 mm higher than

the top edge of the channel.



structures, effective expansion joints have to be provi


3. The rigidity of the side walls of the RECYFIX SUPER

channel body ensures that the dynamic forces created

during the correct installation of adjoining concrete,

asphalt or paving areas will not cause any damage.

No additional reinforcements are required.

4. When the products are installed in paved or slab co

vered surfaces, the joint along the channels should

be filled with a mineral or bituminous compound.

Instal lation in areas exposed to heavy loads, from

category D 400: any dynamic thrust forces acting

on the paving must not impact directly on the side

walls of the chan nels but have to be transferred to

the backing struc ture through direct contact, e.g.

by installing the first 3 rows in a modified concrete

bedding.


e.g. where there are significant gradients, special

additional installation details are required by the

in staller. For further information please contact us.

6. Any safety joints installed in accordance with EN 1433

can be filled up to the top edge of the surfacing, if

re quired. Similarly, these instructions apply to gullies

and points of entry. Where the channels are to be

installed in paved areas with load classes D 400 to

F 900, e.g. in air strips, logistic centres, container

terminals, bus stations etc., the channel backing has

to be increased and raised to the surface in the form

of an in situ concrete casing along the channel, with

concrete quality at least C 30/37 X F4. The concrete

casing should permanently stand up from the top

edge of the channel by 3 to 5 mm. Where required,

in stallers may opt to reinforce the concrete casing

with re inforcement steel.

INSTALLATION INSTRUCTIONS FOR SEALING JOINTS IN CONNECTION WITH FASERFIX SUPER CHANNELS IN ACCORDANCE WITH DIN EN 1433Area of application:


of RECYFIX SUPER channels to meet the requirements

of DIN EN 1433. For use internally and externally as well

as for sealing face walls, gullies and the joints with the

adjoining surface finishes along the channels.







between the channel joints before applying a permanent

ly elastic joint filler, attach a self adhesive masking tape

or installation tape. This will prevent the joint sealer to

bond with the floor of the joint. In the case of cut cross

joints, insert a round closed cell PE cord between the

flanks of the joint.

Installation instructions for joint sealers

in cross joints:



both flanks of the joint). Once the joint has been filled

with a sealer, use a smoothing compound to level the

surface of the joint. Finally, use a soap solution to smooth

off the surface of the joint. Where required, a joint can

be made between the end of the cross joint and the joint

with the surface covering along the channel.

rECYFIx®SUPER KS / rECYFIx®SUPER, rECYFIx®PLUS X – INSTALLATION INSTRUCTIONS

31

INSTALLATION INSTRUCTIONS FOR SEALING FACE WALLS AND TRASH BOXES:Clean the face wall surfaces and apply the permanently

elastic sealing compound with a cross section of

6 x 15 mm around the periphery. Then compress the joint

to a minimum thickness of 2 mm and hold in that position

for 24 hours. Any sealing compound squeezing out at the

edges should be smoothed off as described above.

When sealing the joints with trash boxes, proceed in a

similar way with the respective contact surfaces. The

components are suffi ciently heavy to hold the joints in

place. Surfaces regulated by the WHG (Water Resources

Act) are subject to special requirements. For further

information please contact us.

Note: The information provided here represents our best knowledge and experience to date. We reserve the right to make changes as technology advances and for the purpose of continuing product development. Users of the products are responsible for checking the functions and applica tion options of these products by consulting with qualifi ed engineers. The mentioning of trade names does not constitute a recommendation and does not preclude the use of other products that have been tested in the same way. For further information please refer to the respective safety data sheets or application areas, e.g. for elastic sealing compounds. Any new edition of this publication renders older editions invalid. Date: 01/07

LooK uP our CurrENt


oN tHE INtErNEt

WWW.HAurAtoN.CoM


32

rECYFIx®SUPER KS

A

D

73

21

ECBA

76

54

3

21

EDCB

45

6

De

scrip

tion

:

Ap

ply

ing

to f

ollw

ing

ch

ann

el syste

ms:

Ca

teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

with

b / t

hic

kne

ss d

/ h

eig

ht

h (

in c

m)

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

y

EN

206

-1 /

DIN

10

45

-2

with

out

dan

ger

of

frost o

n th

e late

ral su

ppo

rt

with

da

ng

er

of

frost o

n the

late

ral su

pp

ort

A 1

5B

12

5C

25

0

Su

rface:

Co

nd

itio

n:

Ou

r g

en

era

l in

sta

llation

instr

uctio

ns a

pp

ly.

D 4

00**

E 6

00

F 9

00

Th

e in

sta

llatio

n e

xa

mp

les / a

dvis

e c

on

sta

ntly a

re a

da

pte

d t

o th

e t

ech

nic

al co

nd

itio

ns.

With

ne

w e

ditio

ns o

lde

r e

xp

en

ditu

res lo

se

the

ir v

alid

ity.

Be

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pla

nn

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or

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llatio

n p

lea

se

ve

rify

th

e c

urr

en

t ve

rsio

n a

t w

ww

.ha

ura

ton

.co

m

Dra

win

g-n

o.:

RF

-KS

-150

Typ 0

1_

Ein

bau

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B 1

25 in A

sph

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GB

C:\p

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lt

C 2

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20

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C 2

5/3

0 X

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C 2

5/3

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F1

RE

CY

FIX

SU

PE

R K

S 1

00

, 1

50,

20

0,

300

26

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.20

07

** I

n C

lass D

40

0 n

ot

for

use

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ss th

e c

arr

iag

ew

ay

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hig

hw

ays o

r m

oto

rways in

mo

vin

g t

raff

ic. F

or

this

ap

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ation

we

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co

mm

en

d o

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an

nel syste

ms F

AS

ER

FIX

TR

AF

FIC

SU

PE

RB

LO

C

or

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SE

RF

IX T

RA

FF

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UG

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OC

Insta

llation

exam

ple

Asphalt c

l. A

15 -

B 1

25

* h ≥

Ch

ann

el h

eig

ht

- 8 c

m

3 -

5 m

m

We

ari

ng c

ou

rse

Bin

der

co

urs

e

Ba

se

co

urs

e

Fro

st re

sis

tant

su

b-b

ase

Co

ld b

itu

min

ou

s join

t po

urin

g c

om

po

und

b

dh

33

rECYFIx®SUPER KS

A

D

73

21

ECBA

76

54

3

21

EDCB

45

6

De

scrip

tion

:

Ap

ply

ing

to f

ollw

ing

ch

ann

el syste

ms:

Ca

teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

with

b / t

hic

kne

ss d

/ h

eig

ht

h (

in c

m)

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

y

EN

206

-1 /

DIN

10

45

-2

with

out

dan

ger

of

frost o

n th

e late

ral su

ppo

rt

with

da

ng

er

of

frost o

n the

late

ral su

pp

ort

A 1

5B

12

5C

25

0

Su

rface:

Co

nd

itio

n:

Ou

r g

en

era

l in

sta

llation

instr

uctio

ns a

pp

ly.

D 4

00**

E 6

00

F 9

00

Th

e in

sta

llatio

n e

xa

mp

les / a

dvis

e c

on

sta

ntly a

re a

da

pte

d t

o th

e t

ech

nic

al co

nd

itio

ns.

With

ne

w e

ditio

ns o

lde

r e

xp

en

ditu

res lo

se

the

ir v

alid

ity.

Be

fore

pla

nn

ing

or

insta

llatio

n p

lea

se

ve

rify

th

e c

urr

en

t ve

rsio

n a

t w

ww

.ha

ura

ton

.co

m

Dra

win

g-n

o.:

RF

-KS

-150

Typ 0

1_

Ein

bau

Kla

sse

B 1

25 in P

flaste

r_G

B

C:\p

dm

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tor\

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47

89

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10 /

10

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*

Pavem

en

t

C 2

0/2

5C

20

/25

C 2

5/3

0 X

F1

C 2

5/3

0 X

F1

RE

CY

FIX

SU

PE

R K

S 1

00

, 1

50,

20

0,

300

22

.02

.20

07

** I

n C

lass D

40

0 n

ot

for

use

acro

ss th

e c

arr

iag

ew

ay

of

hig

hw

ays o

r m

oto

rways in

mo

vin

g t

raff

ic. F

or

this

ap

plic

ation

we

re

co

mm

en

d o

ur

ch

an

nel syste

ms F

AS

ER

FIX

TR

AF

FIC

SU

PE

RB

LO

C

or

FA

SE

RF

IX T

RA

FF

IC G

UG

IBL

OC

Insta

llation

exam

ple

Pavem

ent cl. A

15 -

B 1

25

* h ≥

Ch

ann

el h

eig

ht

- 8 c

m

3 -

5 m

m

dhb

Pave

me

nt

Pave

men

t b

eddin

g

Base

cou

rse

Fro

st re

sis

tan

t su

b-b

ase


34

rECYFIx®SUPER KS

A

D

73

21

ECBA

76

54

3

21

EDCB

45

6

De

scrip

tion

:

Ap

ply

ing

to f

ollo

win

g c

han

nel syste

ms:

Ca

teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

wid

th b

/ t

hic

kn

ess d

/ h

eig

ht

h (

in c

m)

EN

206

-1 /

DIN

10

45

-2

Con

cre

te q

ua

lity o

f str

etc

he

r

Co

ncre

te q

ualit

y o

f fo

un

da

tion

A 1

5B

12

5C

25

0

Su

rface:

Co

nd

itio

n:

Ou

r g

en

era

l in

sta

llation

in

str

uctio

ns a

pp

ly.

D 4

00

E 6

00

F 9

00

Th

e in

sta

llation

exa

mp

les /

ad

vis

e c

on

sta

ntly a

re a

da

pte

d t

o t

he

te

ch

nic

al co

nd

itio

ns.

With

ne

w e

ditio

ns o

lde

r exp

en

ditu

res lo

se

th

eir v

alid

ity.

Be

fore

pla

nnin

g o

r in

sta

llatio

n p

lease

ve

rify

th

e c

urr

en

t ve

rsio

n a

t w

ww

.hau

rato

n.c

om

Dra

win

g-n

o.:

RF

-KS

-200

Typ 0

10

_E

inba

u K

lasse E

600 in

Pfla

ste

r_G

B

C:\p

dm

we\in

ven

tor\

20

07

\05

\0\0

000

01

48

53

.idw

10 /

15

/ *

Pavem

en

t

C 3

0/3

7 X

F4

C25

/30

XF

1

15

/ 1

5 /

*1

5 /

20

/ *

C 3

0/3

7 X

F4

C 3

0/3

7 X

F4

C2

5/3

0 X

F1

C2

5/3

0 X

F1

RE

CY

FIX

SU

PE

R K

S 1

00

, 1

50,

20

0,

300

22

.02.2

007

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

y

** I

n C

lass D

40

0 n

ot

for

use

acro

ss th

e c

arr

iag

ew

ay

of

hig

hw

ays o

r m

oto

rways in

mo

vin

g t

raff

ic. F

or

this

ap

plic

ation

we

re

co

mm

en

d o

ur

ch

an

nel syste

ms F

AS

ER

FIX

TR

AF

FIC

SU

PE

RB

LO

C

or

FA

SE

RF

IX T

RA

FF

IC G

UG

IBL

OC

Insta

llation e

xam

ple

Pavem

ent cl. C

25

0 -

E 6

00

* h

= C

ha

nn

el he

igh

t plu

s o

ve

rha

ng

3 -

5 m

m

b

h d

Pa

vem

en

t b

ed

din

g

Ba

se

co

urs

e

Fro

st re

sis

tant

su

b-b

ase

Pa

ve

men

t

Sh

ear

rein

forc

em

en

t b

ar

10 m

m

all

40

cm

ever

y 40

cm

(opt

iona

l)

35

rECYFIx®SUPER KS

A

D

73

21

ECBA

76

54

3

21

EDCB

45

6

De

scrip

tion

:

Ap

ply

ing

to f

ollw

ing

ch

ann

el syste

ms:

Ca

teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

with

b / t

hic

kne

ss d

/ h

eig

ht

h (

in c

m)

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

y

EN

206

-1 /

DIN

10

45

-2

with

out

dan

ger

of

frost o

n th

e late

ral su

ppo

rt

with

da

ng

er

of

frost o

n the

late

ral su

pp

ort

A 1

5B

12

5C

25

0

Su

rface:

Co

nd

itio

n:

Ou

r g

en

era

l in

sta

llation

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PLU

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40




be specifi ed by a qualifi ed engineer. Technical regulatory



lation.

1. Please ensure that the adjoining surface fi nishes are

laid to fi nish permanently 3 to 5 mm higher than the






3. The sides of the channel bodies are suffi ciently strong

to ensure that they will not be damaged by the impact

of dynamic forces applied during appropriate concre-

ting, asphalting or paving of adjacent areas.

4. Where the channels are installed in paved / slab-co-

vered areas, the joints along the channels have to be

fi lled with a mineral or bituminous compound.


e.g. where there are signifi cant gradients, special

additional installation details are required by the

installer. For further information please contact us.

SEALING CHANNELS IN ACCORDANCE WITH DIN EN 1433During installation it is possible to seal joints in accor-

dance with EN 1433. Please contact us to obtain sealing

instructions.


FASErFIx®TRAFFIC SUPERBLOC – INSTALLATION INSTRUCTIONS

LooK uP our CurrENt


oN tHE INtErNEt

WWW.HAurAtoN.CoM

41

FASErFIx®TRAFFIC SUPERBLOC

A

D

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3

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scrip

tion

:

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ply

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teg

ory

acco

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EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

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ss d

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10

45

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00**

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FASE

RFIX

TRA

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SU

PERB

LOC


42

FASErFIx®TRAFFIC SUPERBLOC A

D

73

21

ECBA

76

54

3

21

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45

6

De

scrip

tion

:

Ap

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ms:

Ca

teg

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EN

143

3 / D

IN V

195

80

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un

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-1 /

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l in

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ly.

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00**

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00

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FASErFIx®TRAFFIC SUPERBLOC

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Fo

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FASErFIx®TRAFFIC SUPERBLOC A

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EN

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A

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EN

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3

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un

datio

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th b

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kn

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Th

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Insta

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Concre

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46

rECYFIx®HICAP®

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EN

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3

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th b

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llation

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llation

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Typ

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Th

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llation

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600

h

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ap

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de

r co

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e

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st

resis

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approx. 82 o. 87 cm

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s join

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ip

47

rECYFIx®HICAP®

A

D

73

21

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76

54

3

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De

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:

Ap

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han

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Ca

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EN

143

3

Fo

un

datio

n:

wid

th b

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kn

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l in

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llation

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D 4

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00

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00

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llation

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mp

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llatio

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lease

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rify

th

e c

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n a

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ww

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Dra

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Typ

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Th

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lity is a

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Insta

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Pa

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600

h

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b

d

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ap

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Pa

ve

men

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Pa

ve

me

nt

be

dd

ing

Ba

se

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Fro

st re

sis

tan

t su

b-b

ase

approx. 82 o. 87 cm


48

rECYFIx®HICAP®

A

D

73

21

ECBA

76

54

3

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6

De

scrip

tion

:

Ap

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Ca

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acco

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EN

143

3

Fo

un

datio

n:

wid

th b

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kn

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/ h

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ht

h (

in c

m)

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206

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Con

cre

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Co

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un

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rface:

Co

nd

itio

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Ou

r g

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l in

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llation

in

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pp

ly.

D 4

00

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00

F 9

00

Th

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llation

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mp

les /

ad

vis

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on

sta

ntly a

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Be

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llatio

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Dra

win

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RF

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AP

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-200

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n_

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0 / 1

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10 /

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Con

cre

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C 3

0/3

7 X

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C 3

0/3

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C 3

0/3

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C 2

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F1

C 2

5/3

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C 2

5/3

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F1

15

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15

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C 3

0/3

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C 3

0/3

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C 2

5/3

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F1

C 2

5/3

0 X

F1

RE

CY

FIX

HIC

AP

200

Typ

465

/200

01

.03.2

007

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

y

Insta

llation

exam

ple

Concre

te u

p t

o c

l. E

600

h

(20 cm)

b

d

3 -

5 m

m

ap

pro

x. 46 o

. 56

cm

approx. 82 o. 87 cm

Ro

adw

ay c

on

cre

te

Base c

ours

e

Fro

st

resis

tan

t su

b-b

ase

Exp

an

sio

n jo

int

min

. b

, m

ax. 1

50 c

m

49

rECYFIx®HICAP®

A

D

73

21

ECBA

76

54

3

21

EDCB

45

6

De

scrip

tion

:

Ap

ply

ing

to f

ollo

win

g c

han

nel syste

ms:

Ca

teg

ory

acco

rdin

g to

EN

143

3

Fo

un

datio

n:

wid

th b

/ t

hic

kn

ess d

/ h

eig

ht

h (

in c

m)

EN

206

-1 /

DIN

10

45

-2

Con

cre

te q

ua

lity o

f str

etc

he

r

Co

ncre

te q

ualit

y o

f fo

un

da

tion

A 1

5B

12

5C

25

0

Su

rface:

Co

nd

itio

n:

Ou

r g

en

era

l in

sta

llation

in

str

uctio

ns a

pp

ly.

D 4

00

E 6

00

F 9

00

Th

e in

sta

llation

exa

mp

les /

ad

vis

e c

on

sta

ntly a

re a

da

pte

d t

o t

he

te

ch

nic

al co

nd

itio

ns.

With

ne

w e

ditio

ns o

lde

r exp

en

ditu

res lo

se

th

eir v

alid

ity.

Be

fore

pla

nnin

g o

r in

sta

llatio

n p

lease

ve

rify

th

e c

urr

en

t ve

rsio

n a

t w

ww

.hau

rato

n.c

om

Dra

win

g-n

o.:

RF

-HIC

AP

-20

0_T

yp 4

65

-300

_E

inba

u K

lasse

F 9

00

in B

eto

n_

GB

C:\p

dm

we\in

ven

tor\

20

07

\05

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000

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49

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Con

cre

te

15

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0 /

65

C 3

0/3

7 X

F4

C 2

5/3

0 X

F1

RE

CY

FIX

HIC

AP

200

Typ

465

/300

01

.03.2

007

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

y

Insta

llation

exam

ple

Concre

te c

l. F

90

0

h

(30 cm)

b

3 -

5 m

m

approx. 92 cm

Ro

ad

wa

y

con

cre

te

Base c

ours

e

Fro

st

resis

tan

t su

b-b

ase

min

. b

, m

ax. 150

cm

d

Exp

ansio

n jo

int

ap

pro

x. 5

6 c

m


50

rECYFIx®PLUS / rECYFIx®STANDARD – INSTALLATION INSTRUCTIONS




be specifi ed by a qualifi ed engineer.

Technical regulatory instruments and guidelines applica-

ble in the respective state or country should be taken into

account for installation.




2. Dig a trench and set the outlet for connecting to the

ground drainage pipe. First set the inlet box or the

fi rst channel directly adjacent to the ground drainage

pipe and join them up.

Join up the next channel elements using the tongue

and groove joint in the units. Make sure to observe the

direction of the arrow on the channels.

3. Place the end cap and keep the grating inserted for

reinforcement. Prepare the lateral concrete bearing.

Please consider therefore the information on the

installation drawings depending on the installation

situation and the required load class.





5. Where the products are installed in paved surfaces, the

joint along the channels should be fi lled with paving

gravel or bitumen compound.


boxes.


LooK uP our CurrENt


oN tHE INtErNEt uNDEr

WWW.HAurAtoN.CoM

51


A

D

73

21

ECBA

76

54

3

21

EDCB

45

6

De

scrip

tion

:

Ap

ply

ing

to f

ollw

ing

ch

ann

el syste

ms:

Ca

teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

with

b / t

hic

kne

ss d

/ h

eig

ht

h (

in c

m)

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

y

EN

206

-1 /

DIN

10

45

-2

with

out

dan

ger

of

frost o

n th

e late

ral su

ppo

rt

with

da

ng

er

of

frost o

n the

late

ral su

pp

ort

A 1

5B

12

5C

25

0

Su

rface:

Co

nd

itio

n:

Ou

r g

en

era

l in

sta

llation

instr

uctio

ns a

pp

ly.

D 4

00**

E 6

00

F 9

00

Th

e in

sta

llatio

n e

xa

mp

les / a

dvis

e c

on

sta

ntly a

re a

da

pte

d t

o th

e t

ech

nic

al co

nd

itio

ns.

With

ne

w e

ditio

ns o

lde

r e

xp

en

ditu

res lo

se

the

ir v

alid

ity.

Be

fore

pla

nn

ing

or

insta

llatio

n p

lea

se

ve

rify

th

e c

urr

en

t ve

rsio

n a

t w

ww

.ha

ura

ton

.co

m

Dra

win

g-n

o.:

RF

-Sta

-10

0 T

yp

01

_E

inb

au K

lasse

B 1

25 in

Pfla

ste

r_G

B

C:\p

dm

we\in

ven

tor\

20

07

\05

\0\0

000

01

47

88

.idw

10 /

10

/ *

10

/ 1

0 /

*

Pavem

en

t

C 2

0/2

5C

20

/25

C 2

5/3

0 X

F1

C 2

5/3

0 X

F1

RE

CY

FIX

ST

AN

DA

RD

10

0,

150

, 2

00

, 3

00

RE

CY

FIX

PLU

S 1

00

, 1

50

, 2

00,

30

0

22

.02

.20

07

** I

n C

lass D

40

0 n

ot

for

use

acro

ss th

e c

arr

iag

ew

ay

of

hig

hw

ays o

r m

oto

rways in

mo

vin

g t

raff

ic. F

or

this

ap

plic

ation

we

re

co

mm

en

d o

ur

ch

an

nel syste

ms F

AS

ER

FIX

TR

AF

FIC

SU

PE

RB

LO

C

or

FA

SE

RF

IX T

RA

FF

IC G

UG

IBL

OC

Insta

llation e

xam

ple

Pavem

ent cl. A

15

- B

125

b

dF

rost

resis

tan

t sub

-base

* h

≥ C

ha

nne

l h

eig

ht

-10 c

m

h

Base c

ours

e

3 -

5 m

m

Pa

ve

me

nt

Pa

ve

me

nt

be

ddin

g


52


A

D

73

21

ECBA

76

54

3

21

EDCB

45

6

De

scrip

tion

:

Ap

ply

ing

to f

ollw

ing

ch

ann

el syste

ms:

Ca

teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

wid

th b

/ t

hic

kn

ess d

/ h

eig

ht

h (

in c

m)

EN

206

-1 /

DIN

10

45

-2

with

out

dan

ger

of

frost o

n th

e late

ral su

ppo

rt

with

da

ng

er

of

frost o

n the

late

ral su

pp

ort

A 1

5B

12

5C

25

0

Su

rface:

Co

nd

itio

n:

Ou

r g

en

era

l in

sta

llation

instr

uctio

ns a

pp

ly.

D 4

00**

E 6

00

F 9

00

Th

e in

sta

llatio

n e

xa

mp

les /

ad

vis

e c

on

sta

ntly a

re a

da

pte

d t

o t

he

te

ch

nic

al co

nd

itio

ns.

With

ne

w e

ditio

ns o

lde

r e

xp

en

ditu

res lo

se

the

ir v

alid

ity.

Be

fore

pla

nn

ing

or

insta

llatio

n p

lea

se

ve

rify

th

e c

urr

en

t ve

rsio

n a

t w

ww

.ha

ura

ton

.co

m

Dra

win

g-n

o.:

RF

-Plu

s-1

00

Typ 8

0_

Ein

ba

u P

KW

befa

hrb

ar

in Z

em

en

testr

ich

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B

C:\p

dm

we\in

ven

tor\

20

07

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000

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48

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2 /

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/ *

Con

cre

te s

cre

ed

C 2

0/2

5C

20

/25

C 2

5/3

0 X

F1

C 2

5/3

0 X

F1

RE

CY

FIX

ST

AN

DA

RD

10

0,

Typ

60

, T

yp 8

0

RE

CY

FIX

PLU

S 1

00

, T

yp

60

, T

yp

80

12

.03

.20

07

** I

n C

lass D

400

no

t fo

r u

se

acro

ss t

he

ca

rria

ge

wa

y o

f h

ighw

ays o

r m

oto

rwa

ys in

m

ovin

g t

raff

ic. F

or

this

app

lica

tio

n w

e r

eco

mm

en

d o

ur

cha

nn

el syste

ms F

AS

ER

FIX

T

RA

FF

IC S

UP

ER

BL

OC

or

FA

SE

RF

IX T

RA

FF

IC G

UG

IBL

OC

Fo

r th

e in

sta

llatio

n into

a c

on

cre

te f

loo

r co

nstr

uctio

n w

e

reco

mm

en

d a

n im

pe

rme

ab

le m

em

bra

ne

un

de

r th

e c

ha

nne

ls

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

y

* h

= C

ha

nne

l he

igh

t p

lus o

verh

ang

Insta

llation

exam

ple

Concre

te s

cre

ed c

l. A

15 -

B 1

25

Th

e in

sta

llation

in

to c

arr

iag

ew

ays o

f p

ark

ing

sp

ace

s is n

ot a

llow

ed

!

b

h d

Po

ssib

ly s

ea

led

up

su

rfa

ce

Co

ncre

te s

cre

ed

3 -

5 m

m

Co

at

or

floo

r tile

Exp

an

sio

n

join

t

ma

x. 1

,5 m

53

rECYFIx®STANDARD

A

D

73

21

ECBA

76

54

3

21

EDCB

45

6

De

scrip

tion

:

Ap

ply

ing

to f

ollw

ing

ch

ann

el syste

ms:

Ca

teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

wid

th b

/ t

hic

kn

ess d

/ h

eig

ht

h (

in c

m)

EN

206

-1 /

DIN

10

45

-2

with

out

dan

ger

of

frost o

n th

e late

ral su

ppo

rt

with

da

ng

er

of

frost o

n the

late

ral su

pp

ort

A 1

5B

12

5C

25

0

Su

rface:

Co

nd

itio

n:

Ou

r g

en

era

l in

sta

llation

instr

uctio

ns a

pp

ly.

D 4

00**

E 6

00

F 9

00

Th

e in

sta

llatio

n e

xa

mp

les /

ad

vis

e c

on

sta

ntly a

re a

da

pte

d t

o t

he

te

ch

nic

al co

nd

itio

ns.

With

ne

w e

ditio

ns o

lde

r e

xp

en

ditu

res lo

se

the

ir v

alid

ity.

Be

fore

pla

nn

ing

or

insta

llatio

n p

lea

se

ve

rify

th

e c

urr

en

t ve

rsio

n a

t w

ww

.ha

ura

ton

.co

m

Dra

win

g-n

o.:

RF

-Fla

ch

-Sta

-10

0 T

yp

50

_E

inba

u K

lasse

B 1

25 in

Zem

en

testr

ich

_G

B

C:\p

dm

we\in

ven

tor\

20

07

\05

\0\0

000

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48

38

.idw

5 /

2 /

*5

/ 2

/ *

Con

cre

te s

cre

ed

C 2

0/2

5C

20

/25

C 2

5/3

0 X

F1

C 2

5/3

0 X

F1

RE

CY

FIX

ST

AN

DA

RD

10

0,

Typ

50

26

.04

.20

06

** I

n C

lass D

400

no

t fo

r u

se

acro

ss t

he

ca

rria

ge

wa

y o

f h

ighw

ays o

r m

oto

rwa

ys in

m

ovin

g t

raff

ic. F

or

this

app

lica

tio

n w

e r

eco

mm

en

d o

ur

cha

nn

el syste

ms F

AS

ER

FIX

T

RA

FF

IC S

UP

ER

BL

OC

or

FA

SE

RF

IX T

RA

FF

IC G

UG

IBL

OC

Fo

r th

e in

sta

llatio

n into

a c

on

cre

te f

loo

r co

nstr

uctio

n w

e

reco

mm

en

d a

n im

pe

rme

ab

le m

em

bra

ne

un

de

r th

e c

ha

nne

ls

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

y

* h

= C

ha

nne

l he

igh

t p

lus o

verh

ang

Po

ssib

ly s

ea

led

up s

urf

ace

Con

cre

te s

cre

ed

Flo

or

tile

Insta

llatio

n e

xam

ple

Con

cre

te s

cre

ed c

l. A

15 -

B 1

25

Th

e in

sta

llatio

n in

to c

arr

iag

ew

ays o

f p

ark

ing s

paces is n

ot

allo

we

d!

b

dh

3 -

5 m

m

Exp

an

sio

n jo

int

ma

x. 1

,5 m

Conc

rete

Sla

b


54


A

D

73

21

ECBA

76

54

3

21

EDCB

45

6

De

scrip

tion

:

Ap

ply

ing

to f

ollw

ing

ch

ann

el syste

ms:

Ca

teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

with

b / t

hic

kne

ss d

/ h

eig

ht

h (

in c

m)

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

y

EN

206

-1 /

DIN

10

45

-2

with

out

dan

ger

of

frost o

n th

e late

ral su

ppo

rt

with

da

ng

er

of

frost o

n the

late

ral su

pp

ort

A 1

5B

12

5C

25

0

Su

rface:

Co

nd

itio

n:

Ou

r g

en

era

l in

sta

llation

instr

uctio

ns a

pp

ly.

D 4

00**

E 6

00

F 9

00

Th

is in

sta

llation

exa

mple

s /

ad

vis

es c

on

sta

ntly a

rea

da

pte

d t

o t

he

te

ch

nic

al co

nd

itio

ns.

With

ne

w e

ditio

ns

old

er

exe

nd

itu

res lo

se

th

eir

va

lidity.

ww

w.h

au

rato

n.c

om

; see

Se

rvic

e / D

ow

nlo

ad

Dra

win

g-n

o.:

RF

-Sta

-L-1

50 T

yp

01

_E

inba

u K

lasse B

125 in

Asp

ha

lt_

GB

C:\p

dm

we\in

ven

tor\

20

07

\02

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000

01

35

36

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10

/ *

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/ 1

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15

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ha

lt

C 2

0 /

25

C 2

0 / 2

5C

20

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5

C 2

5 / 3

0 X

F1

C 2

5 /

30

XF

1C

25

/ 3

0 X

F1

RE

CY

IFX

ST

AN

DA

RD

10

0,

150

, 2

00

, 3

00

RE

CY

IFX

PLU

S 1

00

, 1

50

, 2

00,

30

0

22

.02

.20

07

** I

n C

lass D

40

0 n

ot

for

use

acro

ss t

he

carr

iag

ew

ay

of h

igh

wa

ys o

r m

oto

rwa

ys in

mo

vin

g t

raff

ic.

Fo

r th

is a

pplic

atio

n w

e

recom

me

nd o

ur

ch

an

ne

l syste

ms F

AS

ER

FIX

TR

AF

FIC

SU

PE

RB

LO

C

or

FA

SE

RF

IX T

RA

FF

IC G

UG

IBL

OC

d

Insta

llatio

n e

xa

mp

leA

sp

ha

lt c

l. A

15

- C

25

0

Ba

se

cou

rse

Fro

st

resis

tan

t su

b b

ase

cold

bitu

min

ous jo

int

pou

rin

g c

om

po

un

d

Co

ve

rin

g laye

r

Bin

der

laye

r

h

b

3 -

5 m

m

* h ≥

Ch

ann

el h

eig

ht

- 4 c

m

55


A

D

73

21

ECBA

76

54

3

21

EDCB

45

6

De

scrip

tion

:

Ap

ply

ing

to f

ollo

win

g c

han

nel syste

ms:

Ca

teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

wid

th b

/ t

hic

kn

ess d

/ h

eig

ht

h (

in c

m)

EN

206

-1 /

DIN

10

45

-2

Con

cre

te q

ua

lity o

f str

etc

he

r

Co

ncre

te q

ualit

y o

f fo

un

da

tion

A 1

5B

12

5C

25

0

Su

rface:

Co

nd

itio

n:

Ou

r g

en

era

l in

sta

llation

in

str

uctio

ns a

pp

ly.

D 4

00

E 6

00

F 9

00

Th

e in

sta

llation

exa

mp

les /

ad

vis

e c

on

sta

ntly a

re a

da

pte

d t

o t

he

te

ch

nic

al co

nd

itio

ns.

With

ne

w e

ditio

ns o

lde

r exp

en

ditu

res lo

se

th

eir v

alid

ity.

Be

fore

pla

nnin

g o

r in

sta

llatio

n p

lease

ve

rify

th

e c

urr

en

t ve

rsio

n a

t w

ww

.hau

rato

n.c

om

Dra

win

g-n

o.:

RF

-Sta

-10

0 T

yp

01

_E

inb

au K

lasse

C 2

50

in

Beto

n_

GB

C:\p

dm

we\in

ven

tor\

20

07

\05

\0\0

000

01

48

51

.idw

10 /

10

/ *

10

/ 1

0 /

*1

0 /

15

/ *

Con

cre

te

C 3

0/3

7 X

F4

C 3

0/3

7 X

F4

C 3

0/3

7 X

F4

C25

/30

XF

1C

25/3

0 X

F1

C25

/30

XF

1

RE

CY

FIX

ST

AN

DA

RD

10

0,

150

, 2

00

, 3

00

RE

CY

FIX

PLU

S 1

00

, 1

50

, 2

00,

30

0

22

.02.2

007

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

y

** I

n C

lass D

40

0 n

ot

for

use

acro

ss th

e c

arr

iag

ew

ay

of

hig

hw

ays o

r m

oto

rways in

mo

vin

g t

raff

ic. F

or

this

ap

plic

ation

we

re

co

mm

en

d o

ur

ch

an

nel syste

ms F

AS

ER

FIX

TR

AF

FIC

SU

PE

RB

LO

C

or

FA

SE

RF

IX T

RA

FF

IC G

UG

IBL

OC

Insta

llation e

xam

ple

Concre

te c

l. A

15 -

C 2

50

b d

Fro

st re

sis

tant

sub

-base

* h =

Ch

an

ne

l he

ight

plu

s o

verh

ang

Base

co

urs

e

Con

cre

te w

eari

ng

la

yer

Exp

an

sio

n jo

int

h

3 -

5 m

m S

hea

r re

info

rce

me

nt

ba

r

10m

m

all

40 c

mev

ery

40 c

m (o

ptio

nal)


56


A

D

73

21

ECBA

76

54

3

21

EDCB

45

6

De

scrip

tion

:

Ap

ply

ing

to f

ollw

ing

ch

ann

el syste

ms:

Ca

teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

with

b / t

hic

kne

ss d

/ h

eig

ht

h (

in c

m)

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

y

EN

206

-1 /

DIN

10

45

-2

with

out

dan

ger

of

frost o

n th

e late

ral su

ppo

rt

with

da

ng

er

of

frost o

n the

late

ral su

pp

ort

A 1

5B

12

5C

25

0

Su

rface:

Co

nd

itio

n:

Ou

r g

en

era

l in

sta

llation

instr

uctio

ns a

pp

ly.

D 4

00**

E 6

00

F 9

00

Th

e in

sta

llatio

n e

xa

mp

les / a

dvis

e c

on

sta

ntly a

re a

da

pte

d t

o th

e t

ech

nic

al co

nd

itio

ns.

With

ne

w e

ditio

ns o

lde

r e

xp

en

ditu

res lo

se

the

ir v

alid

ity.

Be

fore

pla

nn

ing

or

insta

llatio

n p

lea

se

ve

rify

th

e c

urr

en

t ve

rsio

n a

t w

ww

.ha

ura

ton

.co

m

Dra

win

g-n

o.:

RF

-Sta

-10

0 T

yp

01

_E

inb

au K

lasse

C 2

50

in

Pflaste

r_G

B

C:\p

dm

we\in

ven

tor\

20

07

\05

\0\0

000

01

47

72

.idw

10 /

15

/ *

Pavem

en

t

C 2

0/2

5

C 2

5/3

0 X

F1

RE

CY

FIX

ST

AN

DA

RD

10

0,

150

, 2

00

, 3

00

RE

CY

FIX

PLU

S 1

00

, 1

50

, 2

00,

30

0

22

.02

.20

07

** I

n C

lass D

40

0 n

ot

for

use

acro

ss th

e c

arr

iag

ew

ay

of

hig

hw

ays o

r m

oto

rways in

mo

vin

g t

raff

ic. F

or

this

ap

plic

ation

we

re

co

mm

en

d o

ur

ch

an

nel syste

ms F

AS

ER

FIX

TR

AF

FIC

SU

PE

RB

LO

C

or

FA

SE

RF

IX T

RA

FF

IC G

UG

IBL

OC

Insta

llation e

xam

ple

Pavem

ent cl. C

25

0

b dF

rost

resis

tan

t su

b-b

ase

* h =

Ch

an

ne

l he

ight

plu

s o

verh

ang

Base

cou

rse

Pave

me

nt

be

dd

ing

Pave

me

nt

h

Th

e r

ow

of

pave

r alo

ng

the

ch

ann

el ru

n p

laced

in c

oncre

te b

ed

din

g

3 -

5 m

m


58

SLottED CHANNELS – INSTALLATION INSTRUCTIONS







lation.

INSTALLING THE CHANNEL BASE SEGMENTS:Dig a trench of sufficient size for installing the base seg-

ments of the channels. Set the outlet for connecting to

the ground drainage pipe. Fill the trench with concrete up

to level d (see installation examples). Spread the concrete

evenly. Attach a line.

INSTALLING A RECYFIX STANDARD CHANNEL:a) Connecting to a channel: Cut open the pre-formed

outlet spigot at the channel. When connecting on the

side, make sure the surface finish level will be as re-

quired in relation to the channel. When using channels

with slotted cover, the installation of a foul air trap

only makes sense at the inlet box or channels with

removable covers.

b) Connecting to an inlet box: Cut open the appropriate

outlet opening at the inlet box and connect the inlet

box with the ground drainage pipe.

c) Connecting to an end cap with outlet: First set the

channel with end cap and connect it to the ground

drainage pipe.

INSTALLING A FASERIX STANDARD CHANNEL:a) Connecting to a channel: First lay the FASERFIX

STANDARD channel with factory-preformed outlet

spigot. When connecting on the side, make sure the

surface finish level will be as required in relation to the

channel. When using channels with slotted cover, the

installation of a foul air trap only makes sense at the

inlet box or channels with removable covers.

b) Connecting to an inlet box: Cut open the appropriate

outlet opening at the inlet box and connect the inlet

box with the ground drainage pipe.

c) Connecting to an end cap with outlet: First set the

channel with end cap and connect it to the ground

drainage pipe.

Lay the RECYFIX STANDARD or FASERFIX STANDARD

channels along the line. Important! Take note of the

direction of flow! Insert a closed end cap at the beginning

or – if both sides are open – at the beginning and end of

the channel run.

Put the slotted covers into place to give the channels ri-

gidity. Bank up a concrete haunching on both sides of the

channel to give support to it. Lay the structural sub-base

for the surface finish on the sides of the slotted covers

and then lay the surface finish (e.g. paving etc.) onto the

sub-base in accordance with the installation examples.

Please ensure that the adjoining surface finishes are laid

to finish permanently 3 to 5 mm higher than the top edge

of the slotted cover.

Where the installed product is subject to horizontal


structures, effective expansion joints have to be provided

in both directions in accordance with DIN 18318.

Before adjacent areas are compacted or covered with

concrete, asphalt or paving, the channels have to be suf-

ficiently rigid. Where the products are installed in paved

surfaces, the joint along the channels should be filled

with cement-latex mortar or a bitumen compound. These

installation instructions apply similarly to inlet boxes.

Note: The information provided here represents our best knowledge and experience to date. We reserve the right to make changes as technology advances and for the purpose of continuing product development. Users of the products are responsible for checking the functions and applica-tion options of these products by consulting with qualified engineers. The mentioning of trade names does not constitute a recommendation and does not preclude the use of other products that have been tested in the same way. For further information please refer to the respective safety data sheets or application areas, e.g. for elastic sealing compounds. Any new edition of this publication renders older editions invalid. Date: 01/07

59

SLottED CHANNELS

A

D

73

21

ECBA

76

54

3

21

EDCB

45

6

De

scrip

tion

:

Ap

ply

ing

to f

ollw

ing

ch

ann

el syste

ms:

Ca

teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

with

b / t

hic

kne

ss d

/ h

eig

ht

h (

in c

m)

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

y

EN

206

-1 /

DIN

10

45

-2

with

out

dan

ger

of

frost o

n th

e late

ral su

ppo

rt

with

da

ng

er

of

frost o

n the

late

ral su

pp

ort

A 1

5B

12

5C

25

0

Su

rface:

Co

nd

itio

n:

Ou

r g

en

era

l in

sta

llation

instr

uctio

ns a

pp

ly.

D 4

00**

E 6

00

F 9

00

Th

e in

sta

llatio

n e

xa

mp

les / a

dvis

e c

on

sta

ntly a

re a

da

pte

d t

o th

e t

ech

nic

al co

nd

itio

ns.

With

ne

w e

ditio

ns o

lde

r e

xp

en

ditu

res lo

se

the

ir v

alid

ity.

Be

fore

pla

nn

ing

or

insta

llatio

n p

lea

se

ve

rify

th

e c

urr

en

t ve

rsio

n a

t w

ww

.ha

ura

ton

.co

m

Dra

win

g-n

o.:

RF

-Sta

-10

0 T

yp

01

0 m

it S

YM

-Schlit

zab

_H

H1

00

_E

inba

u K

lasse A

15 in

Pla

tten

be

lag_

GB

C:\p

dm

we\in

ven

tor\

20

07

\05

\0\0

000

01

48

33

.idw

10 /

10

/ *

Pa

vin

g/P

ave

me

nt

C 2

0/2

5

C 2

5/3

0 X

F1

RE

CY

FIX

SC

HLIT

ZR

INN

E 1

00

FA

SE

RF

IX S

CH

LIT

ZR

INN

E 1

00

12

.03

.20

07

** I

n C

lass D

40

0 n

ot

for

use

acro

ss th

e c

arr

iag

ew

ay

of

hig

hw

ays o

r m

oto

rways in

mo

vin

g t

raff

ic. F

or

this

ap

plic

ation

we

re

co

mm

en

d o

ur

ch

an

nel syste

ms F

AS

ER

FIX

TR

AF

FIC

SU

PE

RB

LO

C

or

FA

SE

RF

IX T

RA

FF

IC G

UG

IBL

OC

* h ≥

Ch

an

ne

l h

eig

ht -

10

cm

Insta

llation

exam

ple

Pa

vin

g/P

avem

en

tcl. A

15

min

. 3 m

m

h db

Fla

gsto

ne

Be

ddin

g

Ba

se

co

urs

e

Fro

st re

sis

tan

t su

b-b

ase

Pa

ve

me

nt

REC

YFIX

SLO

TTED

CH

AN

NEL

100

FASE

RFIX

SLO

TTED

CH

AN

NEL

100


60

SLottED CHANNELS

A

D

73

21

ECBA

76

54

3

21

EDCB

45

6

De

scrip

tion

:

Ap

ply

ing

to f

ollw

ing

ch

ann

el syste

ms:

Ca

teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

with

b / t

hic

kne

ss d

/ h

eig

ht

h (

in c

m)

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

y

EN

206

-1 /

DIN

10

45

-2

with

out

dan

ger

of

frost o

n th

e late

ral su

ppo

rt

with

da

ng

er

of

frost o

n the

late

ral su

pp

ort

A 1

5B

12

5C

25

0

Su

rface:

Co

nd

itio

n:

Ou

r g

en

era

l in

sta

llation

instr

uctio

ns a

pp

ly.

D 4

00**

E 6

00

F 9

00

Th

e in

sta

llatio

n e

xa

mp

les / a

dvis

e c

on

sta

ntly a

re a

da

pte

d t

o th

e t

ech

nic

al co

nd

itio

ns.

With

ne

w e

ditio

ns o

lde

r e

xp

en

ditu

res lo

se

the

ir v

alid

ity.

Be

fore

pla

nn

ing

or

insta

llatio

n p

lea

se

ve

rify

th

e c

urr

en

t ve

rsio

n a

t w

ww

.ha

ura

ton

.co

m

Dra

win

g-n

o.:

FF

-Sta

-10

0 T

yp

01

0 m

it S

YM

-Sch

litzab

d_H

H1

00_

Ein

bau

Kla

sse

A 1

5 in P

flaste

r_G

B

C:\p

dm

we\in

ven

tor\

20

07

\05

\0\0

000

01

48

34

.idw

10 /

10

/ *

Pavem

en

t

C 2

0/2

5

C 2

5/3

0 X

F1

FA

SE

RF

IX S

CH

LIT

ZR

INN

E 1

00

RE

CY

FIX

SC

HL

ITZ

RIN

NE

10

0

22

.02

.20

07

** I

n C

lass D

40

0 n

ot

for

use

acro

ss th

e c

arr

iag

ew

ay

of

hig

hw

ays o

r m

oto

rways in

mo

vin

g t

raff

ic. F

or

this

ap

plic

ation

we

re

co

mm

en

d o

ur

ch

an

nel syste

ms F

AS

ER

FIX

TR

AF

FIC

SU

PE

RB

LO

C

or

FA

SE

RF

IX T

RA

FF

IC G

UG

IBL

OC

* h

≥ C

ha

nn

el he

ight

Insta

llation

exam

ple

Pa

vem

ent

cl. A

15

d

b

Pa

ve

me

nt

Be

dd

ing

Ba

se c

ou

rse

Fro

st

resis

tant

su

b-b

ase

min

. 3 m

m

h

REC

YFIX

SLO

TTED

CH

AN

NEL

100

FASE

RFIX

SLO

TTED

CH

AN

NEL

100

61

SLottED CHANNELS

A

D

73

21

ECBA

76

54

3

21

EDCB

45

6

De

scrip

tion

:

Ap

ply

ing

to f

ollw

ing

ch

ann

el syste

ms:

Ca

teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

with

b / t

hic

kne

ss d

/ h

eig

ht

h (

in c

m)

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

y

EN

206

-1 /

DIN

10

45

-2

with

out

dan

ger

of

frost o

n th

e late

ral su

ppo

rt

with

da

ng

er

of

frost o

n the

late

ral su

pp

ort

A 1

5B

12

5C

25

0

Su

rface:

Co

nd

itio

n:

Ou

r g

en

era

l in

sta

llation

instr

uctio

ns a

pp

ly.

D 4

00**

E 6

00

F 9

00

Th

e in

sta

llatio

n e

xa

mp

les / a

dvis

e c

on

sta

ntly a

re a

da

pte

d t

o th

e t

ech

nic

al co

nd

itio

ns.

With

ne

w e

ditio

ns o

lde

r e

xp

en

ditu

res lo

se

the

ir v

alid

ity.

Be

fore

pla

nn

ing

or

insta

llatio

n p

lea

se

ve

rify

th

e c

urr

en

t ve

rsio

n a

t w

ww

.ha

ura

ton

.co

m

Dra

win

g-n

o.:

FF

-Sta

-15

0 T

yp

01

mit S

YM

-Sch

litza

bd

_H

H1

50

_E

inba

u K

lasse

D 4

00 in

Pfla

ste

r_G

B

C:\p

dm

we\in

ven

tor\

20

05

\09

\0\0

000

00

93

62

.idw

10 /

10

/ *

10

/1

0 /

*1

5 /

15

/ *

Pavem

en

t

C 2

0/2

5C

20

/25

C 2

0/2

5

C 2

5/3

0 X

F1

C 2

5/3

0 X

F1

C 2

5/3

0 X

F1

15

/15

/ *

C 2

0/2

5

C 2

5/3

0 X

F1

Pa

ve

rslo

t co

ve

rs

RE

CY

FIX

-Sta

nd

ard

15

0-C

han

ne

ls

RE

CY

FIX

-Sta

nda

rd 1

50

-Ch

an

ne

ls

26

.02

.20

07

** I

n C

lass D

40

0 n

ot

for

use

acro

ss th

e c

arr

iag

ew

ay

of

hig

hw

ays o

r m

oto

rways in

mo

vin

g t

raff

ic. F

or

this

ap

plic

ation

we

re

co

mm

en

d o

ur

ch

an

nel syste

ms F

AS

ER

FIX

TR

AF

FIC

SU

PE

RB

LO

C

or

FA

SE

RF

IX T

RA

FF

IC G

UG

IBL

OC

* h

≥ C

ha

nn

el he

ight

Insta

llation

exam

ple

Pa

vem

ent

cl. A

15 -

D

400

**

dhb

8 cm

Pa

ve

men

t

Pavem

en

t b

ed

din

g

Base

co

urs

e

Fro

st

resis

tan

t su

b b

ase

Th

e first th

ree

ro

ws o

f p

avin

g a

lon

gth

e c

ha

nn

el e

mb

edd

ed

in

co

ncre

te.

min

. 3 m

m

Pave

rslo

t cov

ers

REC

YFIX

STA

ND

ARD

150

CH

AN

NEL

SRE

CYF

IX S

TAN

DA

RD 1

50 C

HA

NN

ELS


62

LooK uP our CurrENt



WWW.HAurAtoN.CoM

FASErFIx® STANDARD – INSTALLATION INSTRUCTIONS


boxes.





be specifi ed by a qualifi ed engineer. Technical regulatory



lation.








3. Before adjacent areas are compacted or covered with

concrete, asphalt or paving, the channels have to be

suffi ciently rigid.

4. Where the products are installed in paved surfaces,

the joint along the channels should be fi lled with pa-

ving gravel or bitumen compound.

63

FASErFIx® STANDARD

A

D

73

21

ECBA

76

54

3

21

EDCB

45

6

De

scrip

tion

:

Ap

ply

ing

to f

ollw

ing

ch

ann

el syste

ms:

Ca

teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

with

b / t

hic

kne

ss d

/ h

eig

ht

h (

in c

m)

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

y

EN

206

-1 /

DIN

10

45

-2

with

out

dan

ger

of

frost o

n th

e late

ral su

ppo

rt

with

da

ng

er

of

frost o

n the

late

ral su

pp

ort

A 1

5B

12

5C

25

0

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rface:

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nd

itio

n:

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r g

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era

l in

sta

llation

instr

uctio

ns a

pp

ly.

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00**

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llatio

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al co

nd

itio

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ne

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se

the

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ity.

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min

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ip


64

FASErFIx® STANDARDA

D

73

21

ECBA

76

54

3

21

EDCB

45

6

De

scrip

tion

:

Ap

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to f

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ms:

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teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

with

b / t

hic

kne

ss d

/ h

eig

ht

h (

in c

m)

Th

e n

am

ed c

oncre

te q

ua

lity is a

min

imu

m q

ualit

y

EN

206

-1 /

DIN

10

45

-2

with

out

dan

ger

of

frost o

n th

e late

ral su

ppo

rt

with

da

ng

er

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n the

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ral su

pp

ort

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25

0

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rface:

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l in

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llation

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00

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00

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al co

nd

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-base

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m

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ve

me

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65

FASErFIx® STANDARD

A

D

73

21

ECBA

76

54

3

21

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45

6

De

scrip

tion

:

Ap

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ms:

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teg

ory

acco

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143

3 / D

IN V

195

80

Fo

un

datio

n:

wid

th b

/ t

hic

kn

ess d

/ h

eig

ht

h (

in c

m)

EN

206

-1 /

DIN

10

45

-2

Con

cre

te q

ua

lity o

f str

etc

he

r

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25

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l in

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llation

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mp

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use

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ss th

e c

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oto

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ar

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all

40

cm

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cm

(opt

iona

l)


66

DACHFIx®

A

D

73

21

ECBA

76

54

3

21

EDCB

45

6

De

scrip

tion

:

Ap

ply

ing

to f

ollw

ing

ch

ann

el syste

ms:

Ca

teg

ory

acco

rdin

g to

EN

143

3 / D

IN V

195

80

Fo

un

datio

n:

wid

th b

/ t

hic

kn

ess d

/ h

eig

ht

h (

in c

m)

EN

206

-1 /

DIN

10

45

-2

with

out

dan

ger

of

frost o

n th

e late

ral su

ppo

rt

with

da

ng

er

of

frost o

n the

late

ral su

pp

ort

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5B

12

5C

25

0

Su

rface:

Co

nd

itio

n:

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r g

en

era

l in

sta

llation

instr

uctio

ns a

pp

ly.

D 4

00**

E 6

00

F 9

00

Th

e in

sta

llatio

n e

xa

mp

les /

ad

vis

e c

on

sta

ntly a

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d t

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te

ch

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nd

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en

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se

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400

no

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se

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ca

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m

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or

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app

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n w

e r

eco

mm

en

d o

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AS

ER

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T

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UP

ER

BL

OC

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r th

e in

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llatio

n into

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Th

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exam

ple

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vin

gw

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DAC

HFI

X CH

AN

NEL


68

The installation instructions contain suggestions that are

generally familiar. It is up to the specifiers involved to

stipulate any special installation methods appropriate to

local soil and load bearing conditions. The codes and

regulations generally familiar to the trade, such as DWA-

A 138, DIN 18318 and DIN 18315 ZTVT-STB, should be

taken into account during installation. RECYFIX GREEN

SUPER are optimally suitable for incidental using of

parking areas with low utilisation for car traffic, trucks or

busses, e. g. in commercial areas. In emergency situ-

ations sufficient safety is provided in accordance with

DIN 14090 (regarding access for fire engineers). Slopes

of more than 5% may not be formed in traffic-bearing

surfaces. Larger slopes may be formed if the location of

installation is an embankment.

1. Preparation of the substructure should be carried out

subject to the above regulations. Care should be taken

to ensure sufficient permeability is achieved without

compromising stability.

2. Compression of the loose base course together with

its later load bearing, e. g. buses or coaches on frost-free

subsoil, should be approx. 50 cm. The materials should

be made up in accordance with ZTVT-STB.

3. Before the honeycombs are laid a bedding layer

should be prepared depending on the depth to which

the honeycombs will later be filled. After compression it

should be about 4 cm thick. If the honeycombs are to be

filled with a mineral-based mixture, i.e. with special grit

crushed stone fines 0/5 or similar may be used. Any

further washing out of material into the lower layers

should be prevented by ensuring the filter stability of

the layers. If the honeycombs are to be filled with turf,

an appropriate layered lava mixture should be used for

the bedding.

4. RECYFIX GREEN SUPER have been designed to be

laid with an expansion joint in order to compensate for

any expansion in the honeycombs. The linking system

enables the joints to be locked in place from above by

applying pressure with the foot. Curves or gaps can be

created using standard cutting tools.

5. The anchor pin system at the base of the comb

guarantees a good fit on the bedding. The entire area

should be framed with an edging or fixed with anchoring

pegs so that it is level. Depending on the way the ground

is prepared, these anchors can be hammered in through

special guide ways in the honeycomb.

6. When being filled with mineral-based filler, e. g.

gravel or special grit (2/5), the honeycombs should be

filled in before and after riddling permanently up to the

upper edge, which can be done using standard plate

vibrators. The tyre profile must not get caught with the

webs of the comb.

7. Where grass is being used, the honeycombs should be

filled with growth substratum in two phases before and

after riddling, using standard plate vibrators, in accor-

dance with DIN 18917 and DIN 18035 part 4. The surface

should be watered be fore riddling takes place so that the

substratum can settle. After seeding in a depth of approx.

7 mm, the refilled substratum should be level with the

top of the honeycombs. During germination the surface

should be watered regularly until after the first cut and it

should remain unused by vehicle traffic. The tyre profile

must not get caught with the webs of the comb.

8. We recommend that the grass surface remain unused

and be tended regularly – e. g. watered, mowed, filled up

and if necessary fertilized – until after the 4th cut. This

will ensure the area maintains the lasting appearance of

a grassed surface.

rECYFIx®GREEN SUPER – INSTALLATION INSTRUCTIONS

69

Note: The information provided here represents our best knowledge and experience to date. We reserve the right to make changes as technology advances and for the purpose of continuing product development. Users of the products are responsible for checking the functions and application options of these products by consulting with qualifi ed engineers. The mentioning of trade names does not constitute a recommendation and does not preclude the use of other products that have been tested in the same way. For further information please refer to the respective safety data sheets or appli cation areas, e.g. for elastic sealing compounds. Any new edi-tion of this publication renders older editions invalid. Date: 01/07

LooK uP our CurrENt

INStALLAtIoN INStruC-

tIoNS oN tHE INtErNEt

WWW.HAurAtoN.CoM

1

2

permeable base course5

subsoil allowing seepage

6

3

4bedding

expansion joint

RECYFIX GREEN SUPER

mineral-based fi ller


70

LooK uP our CurrENt



WWW.HAurAtoN.CoM

Our installation instructions are generally accepted sug-

gestions. Special methods of installation which may be

necessary due to ground or soil conditions should be fol-

lowed according to the criteria: As much compression as

necessary, as much permeability as possible. Various re-

gulations and technical guidelines well-known among ex-

perts, such as DWA-A 138 RSTO 01, DIN 18035, DIN 18917,

have to considered during installation. RECYFIX GREEN

STANDARD are optimally suitable for incidental using of

parking areas with low utilisation for car traffi c, e.g. in

private areas with simultaneous planting vegetation. For

regular access roads or fi lling with chips the RECYFIX

GREEN STANDARD are unqualifi ed. In case of emergenci-

es suffi cient security according to DIN 14090 „Areas for

fi re engines on plots of land“ is available. Slopes of over

5 % are not advised.

1. When preparing the bedding, special attention should

be given to achieve suffi cient water permeability,

however stability always has priority.

2. The compression and thickness of the supporting

bedding is governed by the proposed loading (auto-

mobiles, pedestrians, etc.), e.g. 30 cm for car loading.

3. Prior to laying the RECYFIX GREEN STANDARD, a

layer of sand with chippings or similar graded mix-

ture should be spread over the supporting bedding.

After compaction it has a thickness of at least 3 cm. If

required add long-time fertilizer.

4. RECYFIX GREEN STANDARD elements are simply

joined up, as shown in the illustration. Each element

is structurally connected to the next one, automa-

tically forming a larger expansion joint. It is easy to

form round shapes as well as indentations using usual

commercially available cutting tools. The RECYFIX

GREEN Edge marker inserts can be fi tted into the

honeycombs as visual boundaries.

5. The linked hexagonal system with anchor pins on the

underside ensures well spread anchoring in the bed-

ding layer. The complete area should be bordered with

suitable edging or fi xed with RECYFIX Anchoring pegs.

6. The fi lling of the RECYFIX GREEN STANDARD either

with Substratum and the seeding should be done in

two operations: before and after the riddling. The area

should be watered before the riddling so that the sub-

stratum can settle well. After the seeding in a depth of

approx. 7 mm the fi lled up substratum should be level

with the top of the RECYFIX GREEN STANDARD.

7. During germination the grass seed has to be watered

regularly. Do not drive over the newly sown grass

during germination.

8. We recommend that the freshly sown turf is left

to rest up to the fourth mowing and is regularly

maintained horticultural with e.g. mowing, fi lling up,

watering and fertilising if necessary. These measures

will maintain the appearance of a turf for the long

term, if they will be repeated regularly if necessary.

rECYFIx® GREEN STANDARD – INSTALLATION INSTRUCTIONS

71

grass / Turf-Grade

1

expansion joint

2

RECYFIX GREEN STANDARD

3

sand bedding with chippings

5

growth Substratum

4

Water permeable supporting bedding e.g. 30 cm for car traffi c

6

water permeable subsoil

7



72

DrAINFIx®BLOC – INSTALLATION INSTRUCTIONS




be specified by a qualified engineer. The system designer

and contractors need to take into account statutory and

project-related regulations. DRAINFIX BLOCS are suitable

as fill material in infiltration systems for stormwater and

ground conditions not subject to hazardous pollution, in

accordance with worksheet DWA-A 138. HAURATON will

supply free-of-charge calculations for determining the

dimensions and number of layers of the DRAINFIX BLOC

elements to be installed in the infiltration system, based

on the above worksheet. If the area above the infiltration

system with the DRAINFIX BLOC elements is designed

for traffic loads, the construction classes of RStO 01

with respect to deformation module EV2 as well as local

ground conditions have to be taken into account. The per-

meability of compacted ground layers must be at least

equivalent to the values for infiltration entered into the

calculations. The depth and thickness of layers has to be

calculated for load-bearing capacity in order to meet the

respective load classes of passenger cars, HGV and SLW

loads. In these calculations the depth of invert levels is

determined by the existing inherent angle of incline of

the surrounding soils as well as the imposed traffic load.

INSTALLATION PROCEDURE

Building pit with granular sub-base

Excavate a building pit of sufficient size for the DRAINFIX

BLOC modules and working space, secure against caving

in and level off the base. The standards relating to earth-

works and the construction of building pits, as well as

frost-free depth have to be observed. Lay a granular

sub-base 0/8 of approx. 5 cm thickness as base for the

DRAINFIX BLOC modules; in case of imposed traffic

loads this should be compacted. The permeability of the

granular sub-base should be adjusted to the kf-value for

permeability of the surrounding soil. Where the finished

infiltration body is to be used for road traffic, the cove-

ring layers have to withstand deformation according to

the formula EV2

>45 MN/m2 and may need levelling layers

in accordance with RSTO 01. Where DRAINFIX BLOC

elements are to be installed near buildings, the necessary

distances need to be observed as specified in DWA-A 138.

The minimum distance to the average highest ground-

water level is 1 m. The distance of trees to the infiltration

structure must be at least half the diameter of the tree’s

crown when fully mature.

Building pit with granular sub-base

1

73

Lining the building pit with geotextile

Use the geotextile to line the building pit, making sure

that the DRAINFIX BLOC are wrapped up with an overlap

of approx. 50 cm at the joints. The required size of the

GRK3 fleece will be specified as part of the calculations

for the structure.

Laying several layers with connection adapter

B This will form an open joint along the longer side.

D Lower the DRAINFIX BLOC again and both sides of the block will be securely linked with resistance against thrust.

GRK3 fleece with overlap

Installing the DRAINFIX BLOC modules,

wrapping up with fleece

The individual blocks are interconnected with the help of

the connector hooks so that they form a thrust-resisting

homogenous body. The hooks of the module should point

to the edge of the pit and determine the direction of in-

stallation (see figures A to D). These visible hooks on the

outside of the structure should be cut off in order to pre-

vent them from damaging the fleece when the structure

is wrapped up later.

3

2

C Engage the connector hooks by lifting the block slightly and mo ving the longer side against the side of the block already laid.

A Link up the smaller side of the DRAINFIX BLOC to the smaller side of the block already installed using the connector hook.


74

If several layers of blocks are laid on top of each other,

either offset in bond or straight, additional connection ad-

apters have to be inserted into the square openings at the

top of the DRAINFIX BLOC modules to provide thrust re-

sistance. For straight installation 1 adapter is required per

layer and element whereas for offset installation (layers

offset against each other by 90°) 4 adapters are required

per layer and grid of 2.40 m x 2.40 m. For structural

reasons, DRAINFIX BLOC modules must not be reduced in

size. Once all blocks have been laid, wrap up the structure

covering the surface fully with geotextile. Joints should

overlap by approx. 50 cm and should be secured against

moving out of place by placing fill material on them.

Installing inlet and inspection chambers,

camera inspection

After installing the inlet and outlet chambers, make an

opening in the geotextile and connect the connecting

pipes to the DRAINFIX BLOC modules. To do that, cut out

the wall blank at the pre-formed place in the DRAINFIX

BLOC. Each block element features several pre-formed

blanks in DN 100 and DN 150 mm so that there are many

options for connecting pipes from the inspection cham-

bers. An opening above the fine filter and one to the

DRAINFIX BLOC modules for the pipe connections to in-

let / inspection chambers can be provided at the factory

in accordance with specifications. Likewise it is possible

for the factory to provide options for camera inspections

in positions indicated on the installation plan. At the pipe

connection, the edges of the fleece have to be bonded

with adhesive to keep out sand. Where the blocks are laid

over a wider area, several pipe inlets have to be provided

to allow for even water distribution.

According to DWA-A 138, one inlet chamber can be

connec ted to an area of approx. 500 m2. The structure

can be vented via the inlet / inspection chamber. If no

vent pipes are connected to the chambers, a vent pipe

must be fitted at the top of the DRAINFIX BLOC structure

to achieve the same effect. In this configuration, a pipe

can also have the function of an emergency overflow

(e.g. from a swale above the infiltration structure).

Backfilling the work space,

covering the structure, traffic loads

Backfill the periphery of the building pit with filter-effec-

tive non-cohesive fill material, in layers, and compact

with suitable equipment. Layers to be compacted should

be limited to 20 cm; vibrator plates are suitable for

com pacting. Compacting rollers should not be used for

com pacting.

Where the soil conditions are suitable, 4 layers of

DRAINFIX BLOC modules are possible in pits with a max.

depth of 5 m and covering layers of max. 3.50 m, e.g.

for passenger car loading. However, construction details

required and / or specified by the system designer have

to be included, such as choice of suitable fill material or

devices for reducing ground pressure.

In order to remain functional for the purpose of infiltrati-

on, the fleece must not be damaged during backfilling or

compacting the building pit. Where infiltration structures

are situated under areas exposed to traffic, the depth of

covering layers and the deformation modules are deter-

mined by the requirements of RStO 01.

Opening for camera inspection Laying the covering layers in the front-dumping method to allow vehicles to drive on the structure.

5

4

DrAINFIx®BLOC – INSTALLATION INSTRUCTIONS

75

The minimum thickness of covering layers and the maxi-

mum depth of installation are calculated for the project

with a computer-aided program, taking account of the

anticipated traffic loads. It is not permitted to drive

direct ly on the modules. The covering layers over the

DRAINFIX BLOC modules are to be deposited using the

front-dumping method. From a layer thickness of 50 cm it

is possible to drive on the structure with HGV with a gross

vehicle weight rating of 12 tonnes or equivalent construc-

tion machines.

From a layer thickness of 60 cm and after compacting

suitable levelling layers to EV2

> 45 MN/m2 the remaining

top layers can be laid in accordance with RStO 01. Any

deviations from the above require confirmation by the

system designer or soil expert and may require additional

measures.

When the covering layer has reached a thickness of 50 cm it can support HGV of 12 t gross vehicle weight rating.

Inspection and maintenance

of the infiltration structure

The infiltration structure should be inspected for its

water level at least every six months. As an additional

safeguard it is possible to carry out camera inspections.

The filter function of the filter pipe at the inlet chamber

should be checked as required, but particularly after

heavy rainfall. It is important to ensure that no dirt or

loose soil enters the infiltration structure during the in-

stallation or thereafter as this could curtail the long-term

function of the infiltration structure. If the inlet chamber

is used as a sedimentation chamber, the chamber should

be cleaned out at least every six months, depending on

the volume of sedimentation.

Version 1: venting via chamber

water inletventing

DRAINFIX BLOC

sub-base chamber

Version 2: venting via vent pipe

sub-base chamber

DRAINFIX BLOC

venting

6

water inlet


76

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PLEASE ALSo NotE our NuMErouS

NoN-StANDArD SoLutIoNS

For INDIVIDuAL rE quIrE MENtS

IN tHE DIFFErENt CAtALoGuES

HAURATON PRODUCT SCOUTAt A GLANCE: FIND tHE rIGHt SYStEM FOR YOUR APPLICATION REQUIREMENTS.

REQUIREMENTS FOR APPLICATION PRODUCTNAME NOMINAL WIDTH / LOAD CATALOGUE

PEDESTRIAN / WHEELCHAIR TRAFFIC

FASERFIX POINT STANDARD - LANDSCAPING

DACHFIX - LANDSCAPING

ECONOMY RINNEN LANDSCAPING

RECYFIX GREEN 2000 kN/m2 LANDSCAPING

LINEFIX - LANDSCAPING

RECYFIX STREIF - LANDSCAPING

SPORTFIX - SPORT

PASSENGER CAR TRAFFIC FASERFIX STANDARD 100 LANDSCAPING

ECONOMY RINNEN LANDSCAPING

RECYFIX POINT - LANDSCAPING


DRAINFIX TWIN depending on installation SLW 30

AQUA

HGV TRAFFIC DRAINFIX BLOC depending on installation SLW 60

AQUA

CLASS A 15, TEST FORCE 15 KNTraffi c areas that can only be used by pedestrians and cyclists.

FASERFIX SUPER KS 100 CIVILS

RECYFIX PLUS 100, 150, 200 LANDSCAPING

RECYFIX STANDARD 100, 150, 200, 300 LANDSCAPING

FASERFIX STANDARD 100 LANDSCAPING

SLOTTED CHANNEL 100 LANDSCAPING


CLASS B 125, TEST FORCE 125 KNPaths, pedestrian zones and simi lar areas, passenger car parking lots and assenger car park decks.






RECYFIX POINT - LANDSCAPING

CLASS C 250, TEST FORCE 250 KNInside kerbs and on verges not subject to traffi c and similar situations, kerb lot channels.

FASERFIX SUPER KS 100, 150, 200 CIVILS

FASERFIX SUPER 300 CIVILS




CLASS D 400, TEST FORCE 400 KNCarriageways and roads (also pedest-rianised) hard shoulders of roads and parking areas for all types of road vehicles.


FASERFIX SUPER 150, 200, 300, 400 CIVILS

FASERFIX BIG 100, 150, 200, 300 CIVILS

RECYFIX HICAP 100, 150, 200, 300, 680 CIVILS

SLOTTED CHANNEL 150 LANDSCAPING

CLASS E 600, TEST FORCE 600 KNAreas subject to traffi c with high wheel loads, e.g. ports and docks.


FASERFIX SUPER 150, 200, 300, 400, 500 CIVILS

FASERFIX POINT SUPER - CIVILS


FASERFIX TRAFFIC 200 CIVILS


CLASS F 900, TEST FORCE 900 KNAreas subject to traffi c with very high wheel loads, e.g. airport runways and circulation areas.


FASERFIX SUPER 150, 200, 300, 400 CIVILS

FASERFIX POINT SUPER - CIVILS


FASERFIX TRAFFIC 200 CIVILS


HAURATON INDEXA CATALOGUE AQUAC CATALOGUE CIVILS L CATALOGUE LANDSCAPING S CATALOGUE SPORT

APPLICATION C L A S

A ACCESS DRIVES X X

AGRICULTURAL PLANTS,

DRAINAGE OF STABLESX X

AIRFIELDS, AIRPORTS X X

B BESPOKE PRODUCTION X

BESPOKE SOLUTIONS X X

BRIDGES X

BUS STATIONS, BUS STOPS X

C CABLE DUCTS X

CAR PARKING FACILITIES

(PARKING LOTS, GARAGES, WASH AREAS)X X X

CARRIAGEWAYS AND ROADS (ACROSS) X X X

CARRIAGEWAYS AND ROADS (ALONG) X

CHEMICAL INDUSTRY / LABORATORY

AREASX X

CITYSCAPES WITH ARCHITECTURAL VALUE X

COMPOSTING FACILITIES X

CROSS DRAINAGE OF ROADS X

CYCLE PATHS AND FOOTPATHS X X

D DESIGN SOLUTIONS X

DOWNPIPE DRAINAGE X X

DRAIN-ASPHALT AREAS X

E EXHIBITION GROUNDS, TRADE FAIRS X X X

F FAÇADE DRAINAGE X X X

FILLING STATIONS X

FILLING STATIONS, DECANTING STATIONS X

FIRE BRIGADE BUILDINGS X

FLAT ROOFS, TERRACES AND BALCONIES X X

FLOWER BED EDGINGS, BORDERS X

FOOD INDUSTRY FACILITIES X

G GARDENING AND LANDSCAPING

GRANDSTAND DRAINAGE X

H HAULAGE COMPANIES, LOADING AREAS X X

HGV PARKING AREAS (PARKING LOTS,

GARAGES, WASH FACILITIES)X X

HYGIENE AREAS X

APPLICATION C L A S

I ILLUMINATED CHANNELS X

INDUSTRIAL BUILDING FLOORS X X X

INDUSTRIAL BUILDINGS X X

INDUSTRIAL YARDS X X X

L LOADING AND CARGO HANDLING YARDS X

M MARKET SQUARES, MARKETS X X X

MILITARY FACILITIES X X

MOTORWAY SERVICE STATIONS X X X

MOTORWAY, DRAINAGE ALONG X

MULTI-STOREY CAR PARKS X

N NON-STANDARD SOLUTIONS X X

P PARKING DECKS AND MULTI-STOREY

CAR PARKSX

PEDESTRIAN ZONES X X X

PLAYING FIELD BORDERS X

PLAYING FIELD DRAINAGE X X

PORT FACILITIES, CONTAINER STATIONS X

PUBLIC AREAS AND SQUARES X X X

r RADIAL CHANNELS X X

RAILWAY CROSSINGS X

RAMPS, ACCESS TO UNDERGROUND

CAR PARKSX

REVOLVING DOORS X

ROAD VERGE DRAINAGE X X

ROADS, PATHWAYS, SQUARES X X X

S SANITARY FACILITIES X

SCHOOLYARDS AND PEDESTRIAN ZONES X X X

SCRAP METAL YARDS X

SEEPAGE/PERCOLATION, CENTRAL X X

SEEPAGE/PERCOLATION, DECENTRALISED X

SEWAGE PLANTS X

SOAKAWAY TRENCHING ELEMENTS X

SPORTS GROUNDS X X

STATION PLATFORMS X X

STEPPING BOARDS X

STORAGE, DECANTING,

FILLING – HAZARDOUS LIQUIDSX

t TRACK DRAINAGE X

TRACK DRAINAGE X

TUNNEL DRAINAGE X X

TURF REINFORCEMENT X

u UNDER FLOOR CHANNELS, CABLE DUCTS X

UNDERGROUND CAR PARKS,

MULTI-STOREY CAR PARKSX

W WALL COPING X

WASH FACILITIES X X

WASTE DISPOSAL SITES X

WELL BORDERS X X X X

Y YARD GULLIES X X

HAURATON PARTNER

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installation instructions · 2012-05-01 · civils landscaping aqua sport everything you need to...

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