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Tips for using exposed-concrete vibrators AR 36/6/042 and ARFU 36/6/230

Fastening the vibrators in place:

Tighten the fastening system firmly. Attach the fall safety device. Check regularly to make sure the vibrators is fastened properly.

The vibrators' running time on the formwork:*

Compaction time: about 3 ... 5 minutes for every layer of

concrete that is added

Normally switch on exposed concrete only after the first

compacted backfill layer has been completed.

Maximum fill height: 50 cm

Equipping forms with exposed-concrete vibrators:*

Forms can be fully equipped with vibrators. If they are not,

the vibrators must be shifted - we recommend working with at least two rows.

If both sides of the forms are equipped with vibrators

and the wall thickness is less than 50 cm, the vibrators should be arranged in an alternating pattern (not directly across from each other), if possible.

42V multi-plug receptacle for using AR 33/6/042 on frequency converter.

Equipping beam-type forms

Equipping frame-type forms

* This information is the result of practical experience. The best configuration may vary under special conditions and with special types of concrete. We recommend testing a sample first.

www.wackergroup.com

C O N C R E T E T E C H N O L O G Y | S O I L A N D A S P H A LT C O M PA C T I O N | D E M O L I T I O N | U T I L I T Y

Tips for using exposed-concrete vibrators AR 36/6/042 and ARFU 36/6/230

Equipping the forms and the effective compaction depth of exposed-concrete vibrators (side view):

bis 50 cm bis 100 cm > 100 cm

Attachment system SV 4

Area of usage

Form manufacturer

Beam-type forms Form beam

Doka: H 20, Top 50, FF 20 Peri: VT 20K, GT 24, VARIO GT 24 Hünnebeck: H 20, R 24, GF 24, ES 24 Meva: H 20 Noe: H 20 Paschal: H 20 or similar Doka: H 20, Top 50, FF 20 Peri: VT 20K Hünnebeck: H 20 Meva: H 20 Noe: H 20 Paschal: H 20 or similar Doka: Framax XLife, Alu Framax XLife Peri: Trio Meva: StarTec, Mammut Noe: NOEtop or others of the same type Doka: Framax XLife, Alu Framax XLife Paschal: Logo, Athlet

SV 41

Beam-type forms Fixed attachment

SV 5

Frame-type forms Frame joint

SV 51

0985691/Mar-2007/Layout tg+m/Print Sta

Frame-type forms Anchor profile also with frame joint

* This information is the result of practical experience. The best configuration may vary under special conditions and with special types of concrete. We recommend testing a sample first.

www.wackergroup.com

C O N C R E T E T E C H N O L O G Y | S O I L A N D A S P H A LT C O M PA C T I O N | D E M O L I T I O N | U T I L I T Y

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