EJOT Hakankare - Teknisk info

LIEBIG® SUPERPLUS Undercut Anchors Simply the best heavy duty self-undercutting anchor in the world

Anchoring technology Metal anchors

Simply the best heavy duty self-undercutting anchor in the world No special drill bits, undercut tools or setting tools needed

Automatically self-undercutting, unique heavy duty anchor for push-through and pre-set installations

For heavy loads

Minimal expansion forces allow small spacings and edge distances

Simplest, quickest and safest solution on the market

Liebig mark in anchor

Undercut anchor with ETA assesment

Zinc plated and stainless steel version available

Product description ll ll ll ll ll ll ll ll ll

utomatically self-undercutting and mechanical interlock.

A Unique heavy duty anchor for concrete C20/25‌C50/60.

For push-through and pre-set installation methods.

Good suitability for overhead installation.

For static, quasi-static and seismic loads.

Economical: No special drill bits, undercut tools or setting tools needed.

Minimal expansion forces allow small spacings and edge distances.

Suitable for special conditions such as power plant use.

ZP for dry indoor and temporary outdoor use. A4 for indoor, outdoor and industrial use.

ETA-01/0011 Option 1

2

Anchoring technology Metal anchors

SUPERPLUS BLS

SUPERPLUS BLS-P

Dry indoor conditions, indoor with temporary condensation

Dry indoor conditions, indoor with temporary condensation

ll Push-through installations ll Zinc electropl. acc. EN ISO 4042, t ≥ 5 µm

ll Pre-set installations ll Zinc electropl. acc. EN ISO 4042, t ≥ 5 µm

ETA-01/0011 Option 1

SUPERPLUS BLS A4

SUPERPLUS A4

For indoor, outdoor and industrial use

Used for fixing step irons

ll Push-through installations ll Stainless steel A4

ll Push-through installations ll Stainless steel A4

ETA-01/0011 Option 1

ETA-01/0011 Option 1

ETA-01/0011 Option 1

SUPERPLUS ILS

SUPERPLUS BLS M8-14 A4

Internal thread M8

Retrofitted grounding systems

ll Pre-set installations ll Zinc electroplated acc. EN ISO 4042, t ≥ 5 µm

ll Stainless steel A4

Base materials Approved for ll Cracked concrete ll Non-cracked concrete

3

Anchoring technology Metal anchors

Approvals / Cerfications / Applications Description of document

4

Authority/ Laboratory

ID

Additional info

European Technical Assessment

Centre Scientifique et Technique du Bâtiment

ETA-01/0011

ETAG 001-1 Option 1

Fire resistance

Centre Scientifique et Technique du Bâtiment

ETA-01/0011

EOTA TR 020 - Evaluation of Anchorages in Concrete concerning Resistance to Fire

Seismic resistance

Centre Scientifique et Technique du Bâtiment

ETA-01/0011

EOTA TR 045 - Design of Metal Anchors For Use In Concrete Under Seismic Actions

EJOT Anchor Fix calculation software

EJOT software

Free download: www.ejot.com/construction/ anchorfix

Anchoring technology Metal anchors

Setting instructions Installation equipment Specification

M8

M12

M16

SDS+ 2-CUT or 4-CUT 14 20 25 750…1200 r.p.m / 1.8 …3.3 J 360…550 r.p.m / 4.9 …11.5 J Air pump/compressor, hammer, torque wrench, socket

Drill bit Rotary hammer Additional tools

BLS, BLS A4, SD

BLS-P

ILS 2

3

4

5

LPA A4 7

8

11

Anchoring technology Metal anchors

Installation data: BLS, BLS-P, BLS A4, SD (M8) Parameters and anchor sizes

M8

Effective anchorage depth Nominal anchorage depth Drill hole diameter Diameter of the drill bit at the upper tolerance limit Depth of drilled hole to deepest point Diameter of clearance hole in the fixture

In-place installation (BLS)

hef hnom d0

[mm] [mm] [mm]

dcut,max ≤

[mm]

h1 ≼

[mm]

df

[mm]

40 52

Installation torque

Tinst

80 92

[mm]

80 96

M16

150 166

150 168

200 218

14

20

25

14.50

20.55

25.55

60

Mounting on the threaded bolt (BLS-P/dist. Mounting)

M12

100

105

175

185

235

16

21

26

10

14

18

25

80

180

Push-through installation (BLS, BLS A4)

Pre-set installation (BLS-P)

ll BLS and SD versions installed through fixture using an ordinary hammer and tightened to specified torque.

ll B LS-P versions installed into the drill-hole using an ordinary hammer. Then, nut and washer are removed, fixture installed, washer and nut installed, and tightened to the specified torque.

Pre-set installation (ILS)

Distance mounting (BLS-P)

ll I LS is installed into the drill-hole using an ordinary hammer.

Then, anchor is tightened to the specified torque with hexagonal drive. Bolt is installed to the anchor through the fixture.

ll BLS-P anchors can be used for distance mountings.

Distance mounting

tfix

hmin

SW

d0 df hef hnom h1

12

Anchoring technology Metal anchors

Installation data Minimum thickness of concrete member, spacing and edge distance: BLS, BLS-P, BLS A4, SD Cracked and non-cracked concrete

M8

Effective anchorage depth

hef

Nominal anchorage depth Minimum thickness of base material

hnom hmin smin c≥ cmin s≥ scr,sp

Zinc-plated

Minimum spacing Minimum edge distance

Stainless steel

Minimum spacing Minimum edge distance

Critical spacing for splitting failure and concrete cone failure *

Center spacing (splitting) Center spacing

Critical edge distance for splitting failure and concrete cone failure *

Edge distance (splitting) Edge distance

scr,N ccr,sp ccr,sp

[mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm]

M12

M16

40 52 100 100 80 80 60

80 92 160 80 50 80 50

80 96 160 120 100 150 100

150 166 300 150 80 150 80

150 168 300 200 150 150 100

200 218 400 150 100 180 100

140 120 70 60

360 240 180 120

360 240 180 120

540 450 270 225

560 450 280 225

560 600 280 300

REV

REVISION HISTOR

DESCRIPTION

ADD. INFO1 : ADD. INFO2 : WEIGHT: 0,000 kg Dimensions without tolerance in acc. with DIN 7168, middle

NAME DATE DRAWN juhman 17.05.2017 CHECKED

COATING Error: No reference STANDARD Error: No reference > Error: THICKNESS µmNo reference SURFACE HARDNESS Error: No reference

TITLE

DRAWI NUMBE

MATERIAL GRADE Error: No reference STRENGTH Error: No reference MAT. INFO1 Error: No reference MAT. INFO2 Error: No reference

REPLA

FILE NA

13

Anchoring technology Metal anchors

Static and quasi-static loads: BLS, BLS-P, ILS The data of these tables is based on: ll ETA-01/0011: Zinc plated versions BLS, BLS-P ll Concrete C20/25, fck,cube = 25 N/mm² ll Installation has been done correctly (page 11-12)

ll P ush-through installation BLS and pre-set installation BLS-P, see setting instructions (page 11-12) ll Without influence of edge- and spacing distances (page 13) ll In minimum base material thickness (page 13)

Anchor size

M8

Effective anchorage depth hef Nominal anchorage depth hnom

[mm] [mm]

40 52

M12

80 92

80 96

M16

150 166

150 168

200 218

Characteristic resistances Anchor size

Non-cracked concrete Tensile NRk Shear VRk Shear VRk Cracked concrete Tensile NRk Shear VRk Shear VRk Characteristic bending moment M0Rk,s

M8

M12

M16

[kN]

12.8

29.3*

36.1

67.4*

92.8

125.6*

Push-through installation: BLS Pre-set installation: ILS, BLS-P

[kN] [kN]

12.8 12.8

41.4* 15.0

70.0 34.0*

70.0* 34.0*

118.0* 63.0*

118.0* 63.0*

Push-through installation: BLS Pre-set installation: ILS, BLS-P

[kN] [kN] [kN] [Nm]

9.1 9.1 9.1

16.0 41.4* 15

25.0 51.5 34.0*

40.0 70.0* 34.0*

50.0 118.0 63.0*

75.0 118.0* 63.0*

30

105

266

M8

M12

M16

Design resistances Anchor size

Non-cracked concrete Tensile NRd Shear VRd Shear VRd Cracked concrete Tensile NRd Shear VRd Shear VRd Design bending moment MRd,s

Push-through installation: BLS Pre-set installation: ILS, BLS-P BLS, BLS-P Push-through installation: BLS Pre-set installation: ILS, BLS-P

[kN] [kN] [kN]

8.5 8.5 8.5

19.6* 33.2* 12.0

24.1 48.2 27.2*

44.9* 56.0* 27.2*

61.9 94.4* 50.4*

83.7* 94.4* 50.4*

[kN] [kN] [kN] [Nm]

6.0 6.0 6.0

10.6 33.2* 12.0

16.7 34.3 27.2*

26.6 56.0* 27.2*

33.3 88.2 50.4*

50.0 94.4* 50.4*

24

84

213

M8

M12

M16

Recommended loads Anchor size

Non-cracked concrete Tensile Nrec Shear V rec Shear V rec Cracked concrete Tensile N rec Shear V rec Shear V rec Recommended bending moment Mrec,s *= Failure mode is STEEL

Push-through installation: BLS Pre-set installation: ILS, BLS-P

Push-through installation: BLS Pre-set installation: ILS, BLS-P

[kN] [kN] [kN]

6.1 6.1 6.1

13.9* 23.7* 8.6

17.2 34.4 19.3*

32.1* 40.0* 19.3*

44.1 67.4* 35.9*

59.8* 67.4* 35.9*

[kN] [kN] [kN] [Nm]

4.3 4.3 4.3

7.6 23.7* 8.6

11.9 24.6 19.3*

19.0 40.0* 19.3*

23.8 63.0 35.9*

35.7 67.4* 35.9*

17

60

152

- The partial safety factor for action is γ = 1.4.

- ILS steel grade ≥ 8.8.

5

Anchoring technology Metal anchors

Static and quasi-static loads: BLS A4, SD (M8) The data of these tables is based on: ll ETA-01/0011: Stainless steel versions BLS A4, BLS SD (M8) ll Concrete C20/25, fck,cube = 25 N/mm² ll Installation has been done correctly (page 11-12)

ll P ush-through installation BLS A4 see setting instructions (page 11-12) ll Without influence of edge- and spacing distances (page 13) ll In minimum base material thickness (page 13)

Anchor size

M8

Effective anchorage depth hef Nominal anchorage depth hnom

[mm] [mm]

40 52

M12

80 92

80 96

M16

150 166

150 168

200 218

Characteristic resistances Anchor size

M8

Non-cracked concrete Tensile NRk Shear VRk Cracked concrete Tensile NRk Shear VRk

Push-through installation

Push-through installation

Characteristic bending moment M0Rk,s *= Failure mode is STEEL

M12

M16

[kN] [kN]

12.8 12.8

29.3* 44.6*

36.1 72.3

67.4* 90.3*

92.8 169.8*

125.6* 169.8*

[kN] [kN] [Nm]

9.0 9.1

12.0 44.6*

25.0 51.5

40.0 90.3*

60.0 132.3

60.0 169.8

30

105

266

M8

M12

M16

Design resistances Anchor size

Non-cracked concrete Tensile NRd Shear VRd Cracked concrete Tensile NRd Shear VRd Design bending moment MRd,s *= Failure mode is STEEL

Push-through installation: BLS

Push-through installation: BLS

[kN] [kN]

8.5 8.5

18.3* 33.6*

24.1 48.2

42.1* 67.9*

61.9

78.5*

123.8

127.7*

[kN] [kN] [Nm]

6.0 6.0

8.0 33.6*

16.7 34.3

26.6 67.9*

40.0 88.2

40.0 127.7*

23

79

200

M8

M12

M16

Recommended loads Anchor size

Non-cracked concrete Tensile Nrec Shear V rec Cracked concrete Tensile N rec Shear V rec Recommended bending moment Mrec,s *= Failure mode is STEEL The partial safety factor for action is Îł = 1.4.

6

Push-through installation: BLS

Push-through installation: BLS

[kN] [kN]

6.1 6.1

13.1* 24.0*

17.2 34.4

30.1* 48.5*

44.2 88.4

56.1* 91.2*

[kN] [kN] [Nm]

4.3 4.3

5.7 24.0*

11.9 24.5

19.0 48.5*

28.6 63.0

28.6 91.2*

16

56

143

Anchoring technology Metal anchors

Seismic resistance C1: BLS, BLS-P Design acc. EOTA TR 045: Performance Category C1

The data of these tables is based on: ll ETA-01/0011: Zinc plated anchors BLS, BLS-P ll Concrete C20/25, fck,cube = 25 N/mm² ll Installation has been done correctly (page 11-12) ll Without influence of edge- and spacing distances (page 13) ll In minimum base material thickness (page 13)

Characteristic resistances C1 Anchor size

M12

Effective anchorage depth hef Tensile resistance C1

N0Rk, seis, C1

Shear resistance C1 *= Failure mode is STEEL

V0Rk, seis, C1

M16

[mm]

80

150

150

200

[kN] [kN]

25.0 30.3*

40.0 30.3*

50.0 62.8*

50.0 62.8*

Design resistances C1 Anchor size

M12

Effective anchorage depth hef Tensile resistance C1 Shear resistance C1 *= Failure mode is STEEL

NRd, seis, C1 VRd, seis, C1

M16

[mm]

80

150

150

200

[kN] [kN]

14.6 12.1*

26.6 12.1*

33.3 25.1*

33.3 25.1*

Recommended loads C2 Anchor size

M12

Effective anchorage depth hef Tensile resistance C1 Shear resistance C1 *= Failure mode is STEEL

Nrec, seis, C1 Vrec, seis, C1

M16

[mm]

80

150

150

200

[kN] [kN]

10.4 8.7*

19.0 8.7*

23.8 17.9*

23.8 17.9*

The partial safety factor for action is γ = 1.4. αseis and αgap included as per EOTA TR 045.

Values don’t consider any filling of annular gap between anchor and fixture.

7

Anchoring technology Metal anchors

Seismic resistance C2: BLS, BLS-P Design acc. EOTA TR 045: Performance Category C2

The data of these tables is based on: ll ETA-01/0011: Zinc plated anchors BLS, BLS-P ll Concrete C20/25, fck,cube = 25 N/mm² ll Installation has been done correctly (page 11-12) ll Without influence of edge- and spacing distances (page 13) ll In minimum base material thickness (page 13)

Characteristic resistances C2 Anchor size

M12

Effective anchorage depth hef Tensile resistance C2 Shear resistance C2 *= Failure mode is STEEL

N0Rk, seis, C2 V0Rk, seis, C2

M16

[mm]

80

150

150

200

[kN] [kN]

25.0 18.2*

40.0 18.2*

50.0 51.5*

50.0 51.5*

Design resistances C2 Anchor size

M12

Effective anchorage depth hef Tensile resistance C2 Shear resistance C2 *= Failure mode is STEEL

NRd, seis, C2 VRd, seis, C2

M16

[mm]

80

150

150

200

[kN] [kN]

14.6 7.3*

26.6 7.3*

33.3 20.6*

33.3 20.6*

Recommended loads C2 Anchor size

M12

Effective anchorage depth hef Tensile resistance C2 Shear resistance C2 *= Failure mode is STEEL

Nrec, seis, C2 Vrec, seis, C2

The partial safety factor for action is γ = 1.4. αseis and αgap included as per EOTA TR 045.

Values don’t consider any filling of annular gap between anchor and fixture.

8

M16

[mm]

80

150

150

200

[kN] [kN]

10.4 8.7*

19.0 8.7*

23.8 17.9*

23.8 17.9*

Anchoring technology Metal anchors

Fire resistance: BLA, BLA-P, BLS A4, SD Design method acc. to EOTA TR 020.

The data of these tables is based on: ll ETA-01/0011: Zinc plated and stainless steel A4 anchors ll Concrete C20/25, fck,cube = 25 N/mm² ll Installation has been done correctly (page 11-12) ll Without influence of edge- and spacing distances (page 13) ll In minimum base material thickness (page 13)

Characteristic resistances Anchor size

M8

Effective anchorage depth hef

[mm]

40

M12

80

80

M16

150

150

200

Cracked and non-cracked concrete R30 Zinc-plated R120

R30 Stainless steel A4 R120

Tensile NRk Shear VRk

[kN] [kN]

0.37 0.37

1.70 1.70

3.10 3.10

Tensile NRk

[kN]

0.18

0.84

1.60

Shear VRk

[kN]

0.18

0.84

1.60

Tensile NRk Shear VRk Tensile NRk Shear VRk

[kN] [kN] [kN] [kN]

0.73 0.73 0.37 0.37

2.50 2.50 1.30 1.30

4.70 4.70 2.50 2.50

M8

M12

M16

Design resistances Anchor size

Effective anchorage depth hef

[mm]

40

80

80

150

150

200

Cracked and non-cracked concrete R30 Zinc-plated R120

R30 Stainless steel A4 R120

Tensile NRd Shear VRd

[kN] [kN]

0.37 0.37

1.70 1.70

3.10 3.10

Tensile NRd

[kN]

0.18

0.84

1.60

Shear VRd

[kN]

0.18

0.84

1.60

Tensile NRd Shear VRd Tensile NRd Shear VRd

[kN] [kN] [kN] [kN]

0.73 0.73 0.37 0.37

2.50 2.50 1.30 1.30

4.70 4.70 2.50 2.50

M8

M12

M16

Recommended loads Anchor size

Effective anchorage depth hef

[mm]

40

80

80

150

150

200

Cracked and non-cracked concrete R30 Zinc-plated R120

R30 Stainless steel A4 R120

Tensile Nrec Shear Vrec

[kN] [kN]

0.37 0.37

1.70 1.70

3.10 3.10

Tensile Nrec

[kN]

0.18

0.84

1.60

Shear Vrec

[kN]

0.18

0.84

1.60

Tensile Nrec Shear Vrec Tensile Nrec Shear Vrec

[kN] [kN] [kN] [kN]

0.73 0.73 0.37 0.37

2.50 2.50 1.30 1.30

4.70 4.70 2.50 2.50

9

Anchoring technology Metal anchors

Mechanical properties Zinc-plated BLS Part 1 2 3 4 5 6 7

Material Threaded rod Threaded cone Expansion shield Plastic grip Distance sleeve Washer Hexagonal nut

EN ISO 898-1: grade 8.8 Carbon steel Carbon steel PE Carbon steel Carbon steel EN 10139 EN ISO 898-2, property class 8

8

4

6

5

7

3

Zinc-plated BLS-P

2 Part 1 2 3 4 5 6 7 8

Material Threaded rod Threaded cone Expansion shield Plastic grip Distance sleeve Washer Hexagonal nut Grip

EN ISO 898-1: grade 8.8 Carbon steel Carbon steel PE Carbon steel Carbon steel EN 10139 EN ISO 898-2, property class 8 Drop of glue, tape or rubber O-ring

Zinc-plated ILS Part 1 2 3 4

1

Branding Identifying mark: Thread size: Drill hole diameter / effective anchorage depth Example:

1

2

Material Threaded rod Threaded cone Expansion shield Screw socket

EN ISO 898-1: grade 8.8 Carbon steel Carbon steel Carbon steel (internal thread M8)

Stainless steel BLS A4, SD (M8) Part 1 2 3 4 5 6 7 8

Material Threaded rod Threaded cone Expansion shield Plastic grip Distance sleeve Washer Hexagonal nut Plastic sleeve

Property class A4-80; EN ISO 3506-1 Stainless steel A4 Stainless steel A4 PE Stainless steel A4 Steinless steel A4 EN ISO 3506-2; property class A4-80 PA; DIN EN ISO 1874-1

TypeType SD SD

10

3

4