Multi Concrete - injection system for numerous concrete applications

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MULTI CONCRETE WIT-UH 300

Injection system for numerous concrete applications at the highest load levels.

NEW!

The latest anchor innovation from WĂźrth.


MULTI CONCRETE WIT-UH 300 Injection system for numerous concrete applications at the highest load levels. The latest generation of heavy-duty composite mortars. This hybrid composite mortar system, which was developed internally by WĂźrth, makes highest loads possible even in very low anchorage depths. This expands application possibilities by filigree members and greatly reduces assembly time and material costs.

The concrete fastening solution for all kinds of applications. WIT-UH 300 is perfectly suited for fixing heavy loads in cracked and noncracked concrete. The new all-round anchor is the ideal solution for postinstalled rebar connections.

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MULTI CONCRETE WIT-UH 300

Variable anchoring depths. Can be flexibly adjusted to your individual assembly situation.

High performance even at highest temperatures. Temporarily thermally stable at temperatures of up to +160 °C! Optimal for connections that are exposed to extreme heat (e. g. in paint shops). Read more about the three temperature ranges on page 9.

Cures in just 30 minutes!1) For efficient project planning and implementation.


Typical applications

Post-installed reinforcing bar connections (rebar)

Heavy steel structures

Wood structures

Fences

Railing fastening

Post support brackets

Anchor rods

Suitable anchoring bases

Cracked and non-cracked concrete Anchor rod W-VI-A Cracked concrete

Non-cracked concrete

Type of assembly

Curing time1)

ETA-17/0127 ETA-17/0036

REBAR Anchor rod W-VD-A

30 min. Reference value at +20°C in dry concrete.

1)

Cotter-pin installation

Conventional threaded rod (with 3.1 inspection certificate )

Post-installed rebar connections → see accessories

Processing and curing -5°C up to +40°C Temperature in anchoring base during use and curing

MULTI CONCRETE WIT-UH 300

3


ORDER SUMMARY Injection mortar MULTI CONCRETE WIT-UH 300 Container 280 ml Peeler cartridge 320 ml coaxial cartridge

420 ml coaxial cartridge

825 ml side-by-sidecartridge

Application guns 0891 00 0891 310 1 0891 003 0891 003 105 0891 003 330 0891 007 0891 038 0 0891 003 105 0891 003 420 0891 004 420 0891 003 825 0891 004 825

Approval ETA-17/0127 ETA-17/0036

Art. no. 5918 504 280

PU/qty. 1 12

5918 500 320

1 12

5918 500 420

1 12

5918 503 825

1 8

Good thing to know: The Peeler cartridge (280 ml) can be processed with a conventional silicone application gun! When fully cured, WIT-UH 300 is suitable for ambient temperatures of -40°C to +160°C.

Anchor rods Concrete (cracked & non-cracked) ETA-17/0127, individual attachments Description

Material/surface

Ø

Art. no.

Anchor rod W-VD-A

Galvanized steel 5.8

M8 to M24

5915 1…. ...

Galvanized steel 8.8

M8 to M24

5915 3…. ...

Steel hot-dip galvanized 5.8

M8 to M24

5915 4…. ...

A4 stainless steel

M8 to M24

5915 2…. ...

Highly corrosion-resistant steel, HCR

M8 to M16

5916 4…. ...

Anchor rod W-VI-A

Galvanized steel 5.8

M8 to M30

0905 46. ...

A4 stainless steel

M8 to M30

0905 47. ...

Threaded rod (by the meter) (with 3.1 inspection certificate )

Galvanized steel 5.8

M8 to M24

5916 0…. ...

Galvanized steel 8.8

M8 to M16

5916 2…. ...

A4 stainless steel

M8 to M24

5916 1…. ...

Application gun Cordless application gun WIT Incl. 18 V, 2.0 Ah battery and charger (in case). Suitable cartridge sizes

Art. No.

PU/qty.

150 ml (coaxial 1:10)

0891 003 330

1

420 ml (coaxial 1:10)

0891 003 420

1

825 ml (side-by-side 1:10)

0891 003 825

1

300 ml (tubular film 1:10) 330 ml (coaxial 1:10)

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MULTI CONCRETE WIT-UH 300


Setting and cleaning accessories Cleaning brush WIT-RB

Extension for cleaning brush

Art. no. 0903 489 5... PU/qty. 1

• 2 x 345 mm, M8 Art. no. 0903 489 111 PU/qty. 1

Machine chuck SDS-plus

Blow-out pump

• Female thread M8 Art. no. 0903 489 101 PU/qty. 1

• R educer attachment from 10 to 8 mm available (art no. 0905 499 202) Art. no. 0903 990 001 PU/qty. 1

Static mixer WIT-UH

Static mixer extension WIT-MV

Art. no. 0903 488 102 PU/qty. 20

For applications in concrete (M8 to M30) it is recommended to use blow gun art. no. 0714 921 4.

Type

External Ø x length

Art. no.

PU/qty.

Rigid

10 mm x 0.2 m

0903 420 004

10

Rigid

10 mm x 2 m

0903 488 121

20

Flexible

10 mm x 2 m

0903 488 123

10

Rigid

16 mm x 2 m

0903 488 122

20

Piston plug WIT-VS

Pneumatic hose WIT-SDD

• In concrete: M16 to M30, IG M10 to M20 • REBAR: 10 to 32 mm dia.

• 10 mm x 2 m • Connecting thread M8 • REBAR: 8 to 22 mm dia.

• 20 mm x 3 m • Connecting thread M16 • REBAR: 24 to 32 mm dia.

Art. no. 0699 903 7 PU/qty. 1

Art. no. 0699 903 13 PU/qty. 1

Art. no. 0903 488 0... PU/qty. 10

Application gun WIT 420 ml With scale on dipstick for reading of fill level. Art. no. 0891 038 0 PU/qty. 1

Find more application guns at wuerth.de.

MULTI CONCRETE WIT-UH 300

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SELECTION AID FOR SETTING AND CLEANING ACCESSORIES Bonded anchor in concrete, option 1 Threaded rod [mm]

M8

M10

M12

M16

M20

M24

M27

M30

Female thread sleeve (in mm)

M6

M8

M10

M12

M16

M20

Drill dia. d0

10

12

14

18

22

28

30

35

Cleaning brush WIT-RB

RB 10

RB 12

RB 14

RB 18

RB 22

RB 28

RB 30

RB 35

Brush dia. db

11.5

13.5

15.5

20

24

30

31.8

37

Brush dia. min. db min

10.5

12.5

14.5

18.5

22.5

28.5

30.5

35.5

Piston plug WIT-VS

No. 18

No. 22

No. 28

No. 30

No. 35

hef > 250 mm

hef > 250 mm

all

Installation direction and application of backup pins/filling nozzles

Post-installed reinforcing bar connections (rebar) Rod dia. dS [mm]

8

10

12

14

16

20

22

24

25

28

32

Hammer drill (HD)

12

14

16

18

20

25

28

32

32

35

40

Compressed air drill (CD)

16

18

20

26

28

32

32

35

40

Cleaning brush WIT-RB

RB 12

RB 14

RB 16

RB 18

RB 20

RB 25

RB 28

RB 32

RB 32

RB 35

RB 40

Brush dia. db [mm]

14

16

18

20

22

27

30

34

34

37

41.5

12.5

14.5

16.5

18.5

20.5

25.5

28.5

32.5

32.5

35.5

40.5

700

700

700

700

500

500

500

500

500

500

Drill dia. d0 [mm]

Brush dia. min. db min [mm] Max. installation length lv max [mm]

280 ml, 320 ml, 420 ml: 700 Application gun WIT or battery-powered application gun 420 ml: Pneu. application gun

800

1,000

1,000

1,000

1,000

700

700

500

500

500

500

825 ml: Battery-pow. or pneu. application gun

800

1,000

1,200

1,400

1,600

2,000

2,000

2,000

2,000

2,000

2,000

Piston plug WIT-VS

No. 14

No. 16

No. 18

No. 20

No. 25

No. 28

No. 32

No. 32

No. 35

No. 40

Mixer extension WIT-MV 280 ml, 320 ml, 420 ml (coaxial cartridge)

10 mm x 0.2 m or 10 mm x 2 m (wall thickness 0.75 mm)

825 ml (side-by-side cartridge)

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MULTI CONCRETE WIT-UH 300

10 mm x 0.2 m 10 mm x 2 m

16 mm x 2 m (wall thickness 1.8 mm)


PERFORMANCE COMPARISON OF INJECTION TECHNOLOGY SYSTEMS FOR CONCRETE For graphic comparisons, please refer to pages 10 and 11!

Maximum tensile load M12 Cracked concrete 50°C1)/80°C2) Tensile load M12 at anchoring depth of 110 mm

WIT-UH 300

WIT-VM 250

WIT-Nordic

WIT-PE 500

WIT-VM 100 (W-VIZ)

WIT-Express (W-VIZ)

New heavy-duty composite mortar for numerous concrete applications at the highest load levels.

All-rounder with wide range of applications (concrete, masonry, REBAR) and medium loads

The winter mortar Installations possible up to -20°C.

Long application time, ideal for great anchoring depths

The concrete specialist, high loadbearing capacities, minimal axial and edge distance

The “fast one” with the shortest curing times for quick load bearing

26.9 kN (8.8, hef = 240 mm)

14.4 kN (5.8 or 8.8, hef = 240 mm)

24 kN 8.6 kN (5.8 or 8.8, hef = 144 (hef = 125 mm) mm, 43°C1)/72°C2))

12.3 kN (hef = 110mm)

6.6 kN (hef = 110 mm)

6.6 kN (hef = 110 mm, 43°C1)/72°C2))

19.8 kN (hef = 110 mm)

External thread: M8–M30 Female thread: M6–M20 (upon request)

External thread: M8–M30

External thread: M12–M30

External thread: M8–M24 Female thread: M6–M20

Cracked concrete 50°C1)/80°C2) Anchor diameter

Anchoring depths

60 mm–600 mm

60 mm–600 mm

60 mm–360 mm

40 mm–225 mm

Bonded anchor in concrete, Option 1 C20/25 to C50/60

Approval: ETA-17/0127

Approval: ETA-12/0164

Approval: ETA-09/0040

Approval: ETA-04/0095

Bonded anchor C12/15

IFBT test report

REBAR

8 to 32 mm dia.

8 to 32 mm dia.

8 to 32 mm dia.

Fatigue loading

Approval: Z-21.3-1909

Earthquake

C1 (M8 to M30) C2 (M12)

C1 (M8 to M30)

C1 (M12 to M30) C2 (M12, M16)

C1 (M10 to M24) C2 (M10 to M24) W/o female thread

Audit report: flammability

No

Yes (just option 7)

Yes (just option 7)

Yes

Drilling

Hammer drilling, pneumatic drilling

Hammer drilling, pneumatic drilling

Hammer drilling, pneumatic drilling

Hammer drilling, pneumatic drilling, extraction drilling, diamond-drilled3)

Drill holes filled with water

No

Yes (M8 to M16)

Yes (M8 to M30)

Yes 4)

Overhead installation

Yes

Yes

Yes

Yes

Cotter-pin installation

Yes

Yes

Yes

Yes

Through-bolt installation

No

No

No

Yes

Temperature of anchoring base5)

-5°C up to +40°C

-10°C up to +40°C

+5°C up to +40°C

-5°C up to +40°C

Ambient temperature after curing

-40°C up to +160°C

-40°C up to +120°C

-40°C up to +72°C

-40°C up to +120°C

No

-20°C up to 10°C

-5°C up to +30°C

Drill hole cleaning 2x [

2x [

2x [

From M20 with compressed air (oil-free, 6 bar)

Curing time at 20° (dry) 1)

Maximum long-term temperature

2)

Maximum short-term temperature

30 min.

45 min.

M10–M24

3)

female thread: M10–M20

35 min. (at -10°C)

10 h

M12 hef 70, M12 hef 80 to M24

4)

From M20 or IG M16 with compressed air (oil-free, 6 bar)

45 min. 5)

20 min.

during processing

female thread M10–M20,

MULTI CONCRETE WIT-UH 300

7


PERFORMANCE DATA AND INSTALLATION PARAMETERS Cracked and non-cracked concrete

Anchor diameter

M8

M10 80

hef/h0 [mm]

60

Nominal drill diameter

d0 [mm]

10

12

14

Minimum edge distance

cmin [mm]

35

40

45

Minimum axial distance

smin [mm]

40

50

Minimum member thickness

hmin [mm]

100

Diameter of clearance hole in the fixture

df ≤ [mm]

9

12

14

Installation torque

Tinst ≤ [Nm]

10

20

40

110

160

190

60

M12

Effective anchoring depth/drill hole depth

100

90

200

70

110

240

140

270

60 120

230

100

Cracked concrete Permissible central tensile load 3) Individual anchor without edge influence and without dense reinforcement Perm. transverse load 3) Individual anchor without edge influence and without dense reinforcement

Galvanized steel, 5.8 Nperm [kN] 3.9

5.2

8.6

5.2

7.9

13.8

7.9

12.3

20.0

Galvanized steel, 8.8 Nperm [kN] 3.9

5.2

10.4

5.2

7.9

17.5

7.9

12.3

26.9

Nperm [kN] 3.9

5.2

9.9

5.2

7.9

15.7

7.9

12.3

22.5

Galvanized steel, 5.8 Vperm [kN] 5.1

5.1

5.1

8.6

8.6

8.6

12.0

12.0

12.0

Galvanized steel, 8.8 Vperm [kN] 8.6 Stainless steel A4 Vperm [kN] 6.0 and HCR

8.6

8.6

12.6

13.1

13.1

18.8

19.4

19.4

6.0

6.0

9.2

9.2

9.2

13.7

13.7

13.7

Stainless steel A4 and HCR

Non-cracked concrete Permissible central tensile

Galvanized steel, 5.8 Nperm [kN] 8.6

8.6

8.6

11.2

13.8

13.8

14.1

20.0

20.0

load 3) Individual anchor without edge influence and without dense reinforcement

Galvanized steel, 8.8 Nperm [kN] 11.2

13.8

13.8

11.2

20.5

21.9

14.1

27.7

31.9

Nperm [kN] 9.9

9.9

9.9

11.2

15.7

15.7

14.1

22.5

22.5

Perm. transverse load 3) Individual anchor without edge influence and without dense reinforcement

Galvanized steel, 5.8 Vperm [kN] 5.1

5.1

5.1

8.6

8.6

8.6

12.0

12.0

12.0

Galvanized steel, 8.8 Vperm [kN] 8.6

8.6

8.6

13.1

13.1

13.1

19.4

19.4

19.4

Vperm [kN] 6.0

6.0

6.0

9.2

9.2

9.2

13.7

13.7

13.7

Stainless steel A4 and HCR

Stainless steel A4 and HCR

Minimum curing times Concrete temperature -5°C up to -1°C

Processing time 50 min.

Minimum curing time

Minimum curing time

in dry concrete

in wet concrete

5h

10 h

0°C up to +4°C

25 min.

3.5 h

7h

+5°C up to +9°C

15 min.

2h

4h

+10°C up to +14°C

10 min.

1h

2h

+15°C up to +19°C

6 min.

40 min.

80 min.

+20°C up to +29°C

3 min.

30 min.

60 min.

+30°C up to +40°C

2 min.

30 min.

60 min.

Cartridge temperature

+5°C up to +40°C

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MULTI CONCRETE WIT-UH 300


• R ange of temperature: 50°C

1)

/80° C2) (temperature ranges

• Concrete compressive strength: C20/25

72°C/120°C and 100°C/160°C see ETA-17/0127)

•D rill hole cleaning: CAC – blow out with compressed air 2x, brush out 2x, blow out with compressed air 2x – compressed air = oil-free and min. at 6 bar

• Anchoring base: dry and wet concrete

M16 80

M20 160

320

90

M24 170

400

96

M27 210

480

108

M30 240

540

120

18

22

28

30

35

50

60

65

75

80

75

95

115

125

116

161

356

134

214

444

152

266

536

168

270

600

340

670

140 300

600

190

18

22

26

30

33

60

100

170

250

300

10.2

20.0

37.1

12.2

31.7

58.1

13.4

43.5

83.8

16.0

53.1

109.5

18.8

63.4

133.3

10.2

20.0

54.3

12.2

31.7

84.8

13.4

43.5

122.1

16.0

53.1

154.5

18.8

63.4

190.7

10.2

20.0

42.0

12.2

31.7

65.3

13.4

43.5

94.3

16.0

53.1

57.4

18.8

63.4

70.2

22.3

22.3

22.3

29.3

34.9

34.9

32.2

50.3

50.3

38.5

65.7

65.7

45.1

80.0

80.0

24.5

36.0

36.0

29.3

56.0

56.0

32.2

80.6

80.6

38.5

105.1

105.1

45.1

128.0

128.0

24.5

25.2

25.2

29.3

39.4

39.4

32.2

56.8

56.8

34.5

34.5

34.5

42.0

42.0

42.0

17.2

33.6

37.1

17.1

44.4

58.1

18.8

61.0

83.8

22.5

74.5

109.5

26.3

88.9

133.3

17.2

33.6

59.5

17.1

44.4

93.3

18.8

61.0

134.3

22.5

74.5

175.2

26.3

88.9

213.8

17.2

33.6

42.0

17.1

44.4

65.3

18.8

61.0

94.3

22.5

57.4

57.4

26.3

70.2

70.2

22.3

22.3

22.3

34.9

34.9

34.9

45.2

50.3

50.3

54.0

65.7

65.7

63.2

80.0

80.0

34.4

36.0

36.0

41.1

56.0

56.0

45.2

80.6

80.6

54.0

105.1

105.1

63.2

128.0

128.0

25.2

25.2

25.2

39.4

39.4

39.4

45.2

56.8

56.8

34.5

34.5

34.5

42.0

42.0

42.0

Maximum long-term temperature. Maximum short-term temperature. 3) The partial safety factors of the resistances regulated in the approval and a partial safety factor of the effects of γF = 1.4 have been taken into account. With a combination of tensile and transverse loads, with edge influence and anchor groups, please observe EOTA Technical Report TR 029 "Design of Bonded Anchors". 1) 2)

The anchor dimension software can be found at www.wuerth.de

MULTI CONCRETE WIT-UH 300

9


PERFORMANCE COMPARISON OF INJECTION TECHNOLOGY SYSTEMS FOR CONCRETE Individual attachment in cracked concrete Max. load 30

26.9 24

Permissible load Nperm [kN]

25

24

20 14.4

15

14.4 8.6

10 5 0 WIT-UH 300

WIT-VM 100 (W-VIZ)

WIT-Express (W-VIZ)

WIT-VM 250

WIT-Nordic

WIT-PE 500

Anchoring depth at maximum load

0

Anchoring depth hef [mm]

50 100 125

125

200 250

Nperm. [kN] hef [mm]

240

240 WIT-UH 300

WIT-UH 300 26.9 240

WIT-VM 100 (W-VIZ)

WIT-VM 100 (W-VIZ) 24 125

WIT-Express (W-VIZ)

WIT-Express (W-VIZ) 24 125

At an anchoring depth of 240 mm, the highest loads can be achieved with the WIT-UH 300. The injection system W-VIZ achieves almost the same loads as the WIT-UH-300.

10

144

150

MULTI CONCRETE WIT-UH 300

WIT-VM 250

WIT-VM 250 14.4 240

240 WIT-Nordic

WIT-Nordic 14.4 240

WIT-PE 500

WIT-PE 500 8.6 144


Load at equal anchoring depth (110 mm) 30

Permissible load Nperm [kN]

25 19.8

20 15

19.8

12.3

10

6.6

6.6

6.6

WIT-VM 250

WIT-Nordic

WIT-PE 500

5 0 WIT-UH 300

WIT-UH 300 12.3 110

Nperm. [kN] hef [mm]

WIT-VM 100 (W-VIZ)

WIT-VM 100 (W-VIZ) 19.8 110

WIT-Express (W-VIZ)

WIT-Express (W-VIZ) 19.8 110

WIT-VM 250 6.6 110

WIT-Nordic 6.6 110

WIT-PE 500 6.6 110

At an anchoring depth of 110 mm, the highest loads are achieved with the injection system W-VIZ. WIT-UH 300 comes in second.

Anchoring depth at the same load (11.1 kN)

0

Anchoring depth hef [mm]

30 60 75 90

75

98.9

120 135

135

150 WIT-UH 300

Nperm. [kN] hef [mm]

WIT-UH 300 11.1 98.9

WIT-VM 100 (W-VIZ)

WIT-VM 100 (W-VIZ) 11.1 75

WIT-Express (W-VIZ)

WIT-Express (W-VIZ) 11.1 75

WIT-VM 250

WIT-Nordic

WIT-VM 250 11.1 135

WIT-Nordic 11.1 135

144 WIT-PE 500

WIT-PE 500 8.6 144

A minimum anchoring depth of 75 mm is needed for the injection system W-VIZ to still reach a load of 11.1 kN. Using the WIT-UH 300 the drill hole has to be a little deeper. The WIT-PE reaches its maximum load at 8.6 kN (max. anchoring depth = 144 mm).

MULTI CONCRETE WIT-UH 300

11


MULTI CONCRETE WIT-U H 300 Injection system for numerous concrete applications at the highest load levels.

Adolf Würth GmbH & Co. KG 74650 Künzelsau T +49 7940 15 - 0 F +49 7940 15 -1000 info@wuerth.com www.wuerth.de

© by Adolf Würth GmbH & Co.KG Printed in Germany Alle Rechte vorbehalten Responsible for the content: Dept. PFD/Matthias Müssig Editorial staff: Dept. IDB/Sabine Segieth

Reprint only with prior permission MWC - IDB - E00964 - CO - 02/2018 Printed on environmentally friendly paper. We reserve the right to make any changes we deem necessary to improve the quality of the product, even without prior announcement or notification. Illustrations include sample illustrations and may differ in appearance from the actual goods delivered. Errors excepted. We do not accept any liability for printing errors. Our general terms and conditions apply.

STURDY HARRY. PRODUCED BY WÜRTH.


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