R-RBL-E

World's most popular all-purpose expanding shield anchor - eye bolt version

Product photo
Features:
  • The only original Rawlbolt with single-piece cold-formed eyebolt for maximum durability
  • Product recommended for applications requiring fire resistance
  • Three-pieces expanding sleeve of maximum expansion provides optimal load and safety of use in any substrate
  • Eye Rawlbolts are not suitable for all arrest systems nor shock loading
Product side photo

Size

Product Code

Anchor

Quantity [pcs]

Weight [kg]

Bar Codes

Diameter [mm]

Length [mm]

Box

Outer

Pallet

Box

Outer

Pallet

M6

R-RBL-06EW

6

73

25

400

12800

0.92

14.7

499.8

5906675283128

M8

R-RBL-08EW

8

87

25

200

6400

1.61

12.8

440.9

5906675283142

M10

R-RBL-10EW

10

108

25

25

4000

2.9

2.9

492.4

5906675283166

M12

R-RBL-12EW

12

130

25

25

3000

5.2

5.2

652.8

5906675283180

SizeM6M8M10M12
Nominal ultimate tensile strength - tensionfuk[N/mm2]300300300300
Nominal yield strength - tensionfyk[N/mm2]180180180180
Cross sectional area - tensionAs[mm2]20.136.65884.3
Elastic section modulusWel[mm3]21.2150.2798.17169.65
Characteristic bending resistanceM0Rk,s[Nm]7.6418.135.3461.07
Design bending resistanceM[Nm]6.1114.4828.2748.86

Performance data for single anchor without influence of edge distance and spacing

SizeM6M8M10M12
MEAN ULTIMATE LOAD
TENSION AND SHEAR LOAD FRu,m
Cracked concrete C20/25[kN]4.065.317.1212.01
Non-cracked concrete C20/25[kN]6.368.3515.2418.24
Hollow core slab min. C20/25
Wall thicknessMaterial class
23C30/37[kN]6.8810.40--
C35/45[kN]6.8811.40--
C45/55[kN]6.8811.40--
C50/60[kN]6.8811.40--
35C30/37[kN]6.8811.4018.84-
C35/45[kN]6.8811.4020.60-
C45/55[kN]6.8811.4020.60-
C50/60[kN]6.8811.4020.60-
40C30/37[kN]6.8811.4020.6029.20
C35/45[kN]6.8811.4020.6029.20
C45/55[kN]6.8811.4020.6029.20
C50/60[kN]6.8811.4020.6029.20
50C20/25[kN]6.8810.9610.9610.96
Beam-and-block floor (eg.Terriva 4.0/2), min. 25mm wall thickness[kN]2.072.65--
Lightweight concrete LAC class 5[kN]6.888.788.788.78
Solid clay brick class 20[kN]6.889.649.649.64
Silicate hollow block class 15[kN]4.27---
CHARACTERISTIC LOAD
TENSION AND SHEAR LOAD FRk
Cracked concrete C20/25[kN]4.005.006.0012.00
Non-cracked concrete C20/25[kN]6.007.5012.0016.00
Hollow core slab min. C20/25
Wall thicknessMaterial class
23C30/37[kN]4.365.44--
C35/45[kN]4.826.02--
C45/55[kN]5.356.67--
C50/60[kN]5.817.25--
35C30/37[kN]6.6111.4216.07-
C35/45[kN]6.6112.6417.78-
C45/55[kN]6.6113.1319.00-
C50/60[kN]6.6113.1319.00-
40C30/37[kN]6.6113.1319.0023.87
C35/45[kN]6.6113.1319.0023.87
C45/55[kN]6.6113.1319.0023.87
C50/60[kN]6.6113.1319.0023.87
50C20/25[kN]6.618.938.938.93
Beam-and-block floor (eg.Terriva 4.0/2), min. 25mm wall thickness[kN]1.212.02--
Lightweight concrete LAC class 5[kN]5.985.995.995.99
Solid clay brick class 20[kN]6.256.376.376.37
Silicate hollow block class 15[kN]1.90---
DESIGN LOAD
TENSION AND SHEAR LOAD FRd
Cracked concrete C20/25[kN]2.222.783.336.67
Non-cracked concrete C20/25[kN]3.334.176.678.89
Hollow core slab min. C20/25
Wall thicknessMaterial class
23C30/37[kN]1.732.16--
C35/45[kN]1.912.39--
C45/55[kN]2.122.65--
C50/60[kN]2.312.88--
35C30/37[kN]2.624.536.38-
C35/45[kN]2.905.027.06-
C45/55[kN]3.225.567.82-
C50/60[kN]3.506.048.50-
40C30/37[kN]2.906.727.6210.10
C35/45[kN]3.217.448.4211.18
C45/55[kN]3.558.259.3412.39
C50/60[kN]3.868.9610.1513.47
50C20/25[kN]3.353.543.543.54
Beam-and-block floor (eg.Terriva 4.0/2), min. 25mm wall thickness[kN]0.480.80--
Lightweight concrete LAC class 5[kN]1.951.961.961.96
Solid clay brick class 20[kN]2.162.202.202.20
Silicate hollow block class 15[kN]0.75---
RECOMMENDED LOAD
TENSION AND SHEAR LOAD Frec
Cracked concrete C20/25[kN]1.591.992.384.76
Non-cracked concrete C20/25[kN]2.382.984.766.35
Hollow core slab min. C20/25
Wall thicknessMaterial class
23C30/37[kN]1.241.54--
C35/45[kN]1.371.71--
C45/55[kN]1.521.89--
C50/60[kN]1.652.05--
35C30/37[kN]1.873.244.55-
C35/45[kN]2.073.585.04-
C45/55[kN]2.303.975.59-
C50/60[kN]2.504.326.07-
40C30/37[kN]2.074.805.447.22
C35/45[kN]2.295.316.027.99
C45/55[kN]2.545.896.678.85
C50/60[kN]2.766.407.259.62
50C20/25[kN]2.402.532.532.53
Beam-and-block floor (eg.Terriva 4.0/2), min. 25mm wall thickness[kN]0.340.57--
Lightweight concrete LAC class 5[kN]1.401.401.401.40
Solid clay brick class 20[kN]1.541.571.571.57
Silicate hollow block class 15[kN]0.54---

Installation guide

1. Drill a hole of required diameter and depth. Note: When fixing into brickwork, mortar joints should be avoided

2. Clear the hole of drilling dust and debris (using blowpump or equivalent method)

3. Insert the anchor (tap home until flush with surface) and position eye accordingly

4. Tighten to recommended torque, using the hex nut (not the eye)

Size

M6

M8

M10

M12

Thread diameter

d

[mm]

6

8

10

12

Hole diameter in substrate

d0

[mm]

12

14

16

20

Wrench size

Sw

[mm]

10

13

17

19

SOLID SUBSTRATES

Installation torque

Tinst

[Nm]

6.5

15

27

50

Min. hole depth in substrate

h0

[mm]

50

55

65

85

Installation depth

hnom

[mm]

45

50

60

80

Min. substrate thickness

hmin

[mm]

100

100

100

100

Min. spacing

smin

[mm]

50

50

50

60

Min. edge distance

cmin

[mm]

53

60

75

90

CERAMIC AND HOLLOW SUBSTRATES

Installation torque

Tinst

[Nm]

3

5

8

10

Min. hole depth in substrate

h0

[mm]

-

-

-

-

Installation depth

hnom

[mm]

45

50

60

80

Min. substrate thickness

hmin

[mm]

23

23

35

40

Min. spacing

smin

[mm]

100

100

100

100

Min. edge distance

cmin

[mm]

100

100

100

100

Technical Data Sheet (PDF, 838.0 KB)

For Declaration of Performance please refer to our Downloads page.