Detalii tehnice mortar chimic USF/ USF Winter EJOT Multifix USF
USF &
USF Winter
Technical data sheet
EJOT SE & Co. KG ∙ Market Unit Construction ∙ In der Stockwiese 35 ∙ 57334 Bad Laasphe ∙ Germany
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1
USF | Winter
Content
General
3
Anchorage in concrete
5
Product description
Properties and benefits
Application samples
Handling and storage
Applications and intended use
Mortar properties
Reactivity
3
3
3
4
4
4
4
Installation instructions
Installation accessories
Setting parameter
Recommended loads
Fire resistance
5
8
9
10
13
Anchorage in masonry
14
Post-installed-rebar
21
Chemical resistance
40
Installation instruction
Installation parameters and accessories
Calculation of recommended loads
Recommended loads
Installation instruction
Cleaning and installation tools
Design anchorage and lap length
Fire resistance - Overlapping joints
Fire resistance - Beam/wall or column/slab
ETA
Application in (non-)
cracked concrete
ETA
Ap
plication in cracked
concrete
14
17
18
19
21
25
26
29
33
ETA
Application under
Seismic loading C1
ETA
NSF Certificate acc. to
NSF standard 61
Fire test reports
Application in
hollow masonry
ETA
Post installed rebar
ETA
Application in
solid masonry
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USF | Winter
General
Product description
The USF is a 2-component reaction resin mortar based on a vinylester resin styrene-free and will be delivered in
a 2-c cartridge (ST - standard cratridge; SF-foil tube cartridge) systems, with 420ml standard coaxial cartridges
and 280ml single piston foil tube cartridges. This high performance product may be used in combination with
a hand-, battery- or pneumatic tool and a static mixer. It was designed especially for the anchoring of threaded
rods, reinforcing bars or internal threade
d rod sleeves into concrete (also porous and light) as well as masonry.
Based on the excellent standing behaviour the usability in combination with a special plastic sleeve in hollow
material is given. The USF mortar product is characterised, by a huge range of applications with an installation temperature from -20°C („Winter“ version) repectively from -10°C („Standard“ version) and an application
temperature up to 120°C as well as by high chemical resistance for applications in extreme ambiences e.g. in
swimming pools (chlorine) or in closeness to the sea (salt). The wide range of certificates, national and international approvals, allows nearly every application.
Properties and benefits
> European Technical Assessment for bonded
fasteners according to EAD 330499-01-0601
(Option 1, Seismic C1): ETA-16/0107
> European Technical Assessment for injection anchors for use in masonry according to
EAD 330076-00-0604: ETA-16/0089
> European Technical Assessment for post-installed
rebar acc. to. EAD 330087-00-0601: ETA-22/0704
> Certificated for drinking water applications acc. to
NSF Standard 61
Fire resistance test report: EBB 170019_1
> For heavy anchoring - doweling and post-installed
rebar connection
> Overhead application; waterfilled bore holes
> Suitable for attachment points with small edgeand axial distances due to an anchoring free of
expansion forces
> High chemical resistance
> Low odour
> High bending and pressure strength
> Cartridge can be reused up to the end of the shelf
life by replacing the static mixer or resealing
cartridge with the sealing cap
Certifications
Application samples
Suitable for the fixation of facades, roofs, wood
constructions, metal constructions; metal profils,
columns, beams, consoles, railings, sanitary devices,
cable trays, piping, post-installed rebar connection
(reconstruction or reinforcement), etc...
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USF | Winter
Handling and storage
> Storage: store in a cold and dark place, storage temperature: from +5 °C up to +25 °C
> Shelf life: 18 months for cartridges (420 ml), 12 months for foil tubes (280 ml)
Applications and intended use
> Base material: cracked and non-cracked concrete, light-concrete, porous-concrete, solid masonry, hollow
brick, natural stone (Attention! natural stone, can discolour; shall be checked in advance; hammer drilled bore
holes, (perforated stone: rotary drilling)
> Anchor elements: Threaded rods (zinc plated or hot dip, stainless steel and high corrosion resistance steel),
reinforcing bars, internal threaded rods, profiled rod, steel section with undercuts (e.g. perforated section)
> Temperature range: -20°C (-10°C) up to +40°C installation temperature cartridge temperature min. +5 °C;
optimal +20°C, base material temperature after full curing -40 °C
to +120 °C
Mortar properties
Properties
Test Method
Result
UV resistance
-
Pass
Watertightness
DIN EN 12390-8
0 mm
Temperature stability
-
120 °C
pH-value
-
> 12
Density
-
1.77 kg/dm3
Compressive strength
EN 196 Part 1
100 N/mm2
Flexural strength
EN 196 Part 1
15 N/mm2
E modulus
EN 12504-4
14000 N/mm2
Shrinkage
-
< 0.3 %
Hardness Shore D
-
90
Electrical resistance
IEC 93
3.6 109 W m
Thermal conductivity
IEC 60093
0.65 W/m·K
Reactivity
Temperature of base material
USF
Gelling- and working time
Full curing time in dry base material1)
-10 °C to -6 °C
90 min.2) 3)
24 h2) 3)
-5 °C to -1 °C
90 min.2)
14 h2)
0 °C to +4 °C
45 min.
7h
+5 °C to +9°C
25 min.
2h
+10 °C to +19 °C
15 min.
80 min.
+20 °C to +29 °C
6 min.
45 min.
+30 °C to +34 °C
4 min.
25 min.
+35 °C to +39 °C
2 min.
20 min.
+40 °C
1.5 min.
15 min.
Cartridge temperature
+5 °C to +40 °C
The curing times in wet concrete has to be doubled.
The
application is not permitted in masonry.
3)
The cartridge temperature must be conditioned to min. +15 °C.
1)
2)
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USF | Winter
Temperature of base material
USF Winter
Gelling- and working time
Full curing time in dry base material1)
-20 °C to -16 °C
75 min.
2)
24 h 2)
-15 °C to -11 °C
55 min. 2)
16 h 2)
-10 °C to -6 °C
35 min.
10 h 2)
-5 °C to -1 °C
20 min. 2)
2)
5h
0 °C to +4 °C
10 min.
2.5 h
+5 °C to +9 °C
6 min.
80 min.
+10 °C
6 min.
60 min.
Cartridge temperature
-20 °C to +10 °C
1)
2)
The curing times in wet concrete has to be doubled.
The application is not permitted in masonry.
Anchorage in concrete
Installation instruction
Drilling of the bore hole (HD. CD; HDB)
1a.
Drill with hammer drill (HD) a hole into the base material t
o the size and embedment depth required by the
selected anchor (see page 8), with hammer (HD), hollow (HDB) or compressed air (CD) drilling.
The use of a hollow drill bit is only in combination with a sufficient vacuum permitted.
In case of aborted drill hole: the drill hole shall be filled with mortar.
Attention! Standing water must be removed before cleaning.
MAC: Cleaning for nominal drill hole diameter d0 ≤ 20mm and drill depth h0 ≤ 10dnom (only uncracked concrete!)
2a.
Starting from the bottom or back of the bore hole, blow the hole clean with a hand pump (see page 8)
a minimum of four times.
2b.
Check brush diameter (see page 8) Brush the hole with an appropriate sized wire brush > db,min
(see page 8) a minimum of four times in a twisting motion.
If the bore hole ground is not reached with the brush, a brush extension must be used.
2c.
Finally blow the hole clean again with a hand pump (see page 8) a minimum of four times.
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USF | Winter
CAC: Cleaning for all drill hole diameter in uncracked and cracked concrete
2a.
Starting from the bottom or back of the bore hole, blow the hole clean with compressed air (min. 6 bar)
(see page 8) a minimum of four times until return air stream is free of noticeable dust.
If the bore hole ground is not reached an extension must be used.
2b.
Check brush diameter (see page 8). Brush the hole with an appropriate sized wire brush > db,min (see page 8)
a minimum of four times in a twisting motion. If the bore hole ground is not reached with the brush, a brush
extension must be used.
2c.
Finally blow the hole clean again with compressed air (min. 6 bar) (see page 8) a minimum of four times until
return air stream is free of noticeable dust. If the bore hole ground is not reached an extension must be used.
After cle
aning, the bore hole has to be protected against re-contamination in an appropriate way, until dispensing the mortar in the bore hole. If necessary, the cleaning has to be
repeated directly before dispensing the mortar. In-flowing water must not contaminate the bore hole again.
3.
Attach a supplied static-mixing nozzle to the cartridge and load the cartridge into the correct dispensing tool.
After every working interruption longer than the recommended working time (see page 4 - 5)as well as for new
cartridges, a new static-mixer shall be used.
4.
Prior to inserting the anchor rod into the filled bore hole, the position of the embedment depth shall be marked
on the anchor rods.
5.
Prior to dispensing into the anchor hole, squeeze out separately a minimum of three full strokes and discard
non-uniformly mixed adhesive components until the mortar shows a consistent grey colour.
For foil tube cartridges it must be discarded a minimum of six full strokes.
6.
Starting from the bottom resp
. back of the cleaned anchor hole fill the hole up to approximately two-thirds with
adhesive. Slowly withdraw of the static mixing nozzle as the hole is filled avoids creating air pockets. If the bore
hole ground is not reached with the static-mixing nozzle, a appropriate extension must be used. Observe the gel-/
working times given (see page 4 - 5).
7.
Piston plugs and mixer nozzle extensions shall be used according to table page 8 for the following applications:
Horizontal assembly (horizontal direction) and ground erection (vertical downwards direction):
Drill bit-Ø d0 ≥ 18 mm and embedment depth hef > 250 mm
Overhead assembly (vertical upwards direction): Drill bit-Ø d0 ≥ 18 mm
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USF | Winter
8.
Push the threaded rod or reinforcing bar into the anchor hole while turnin
g slightly to ensure positive distribution
of the adhesive until the embedment depth is reached.
The anchor should be free of dirt, grease, oil or other foreign material
9.
Be sure that the anchor is fully seated at the bottom of the hole and that excess mortar is visible at the top
of the hole. If these requirements are not maintained, the application has to be renewed.
For overhead application the anchor rod shall be fixed (e. g. wedges)
10.
Allow the adhesive to cure to the specified time prior to applying any load or torque. Do not move or load the
anchor until it is fully cured (see page 4 - 5).
11.
After full curing, the add-on part can be installed with up to the max. torque (see page 9) by using a calibrated
torque wrench. It can be optional filled the annular gap between anchor and fixture with mortar. Therefor substitute the washer by the filling washer and connect the mixer reduction nozzle to the tip of the mixer. The annular
gap is filled with mortar, when mortar oozes
out of the washer. es, a new static-mixer shall be used.
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USF | Winter
Installation accessories
CAC - Rec. compressed air tool (min 6 bar)
Drill bit diameter (d0): 10 mm to 28 mm
MAC - Hand pump (volume 750 ml)
Drill bit diameter (d0): 10 mm to 20 mm or drill
hole depth up to 240 mm
Steel brush RBT and brush extension
SDS Plus Adapter
Threaded
rod
Rebar
Internal threaded
Anchor rod
d0
Drill bit - ø
HD
db
Brush - ø
db. min
min.
Brush - ø
Piston plug
Installation
direction and use of piston
plug
[-]

[mm]
[mm]
[mm]
[mm]
[-]
[mm]
[mm]
M8
-
-
10
RBT 10
12
10.5
M10
8
IG-M6
12
RBT 12
14
12.5
M12
10
IG-M8
14
RBT 14
16
14.5
-
12
-
16
RBT 16
18
16.5
M16
14
IG-M10
18
RBT 18
20
18.5
VS 18
-
16
-
20
RBT 20
22
20.5
VS 20
M20
20
IG-M12
24
RBT 22
26
24.5
VS 22
M24
-
IG-M16
28
RBT 28
30
28.5
VS 28
M27
25
-
32
RBT 30
34
32.5
VS 30
M30
28
IG-M20
35
RBT 35
37
35.5
VS 35
-
32
-
40
RBT 40
41.5
40.5
VS 40
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ï‚–
ï‚—
No piston plug required
hef>
hef>
all
250 mm 250 mm
8
USF | Winter
Setting parameters
M8
M10
M12
M16
M20
M24
M27
M30
Outdoor diameter of anchor
Anchor size
d = dnom
[mm]
8
10
12
16
20
24
27
30
Nominal drill hole diameter
d0
[mm]
10
12
14
18
24
28
32
35
hef,min
[mm]
60
60
70
80
90
96
108
120
hef,max
[mm]
160
200
240
320
400
480
540
600
Diameter of clearance hole
in the fixture 1)
df ≤
[mm]
9
12
14
18
22
26
30
33
Maximum torque moment
Tinst ≤
[mm]
10
20
40
80
120
160
180
200
Minimu
m thickness of member
hmin
[mm]
Minimum spacing
Smin
[mm]
40
50
60
80
100
120
135
150
Minimum edge distance
Cmin
[mm]
40
50
60
80
100
120
135
150
Effective embedment depth
Rebar size
hef + 30 mm ≥ 100 m
hef +2d0
ø8
ø10
ø12
ø14
ø16
ø20
ø25
ø28
ø32
Outdoor diameter of anchor
d = dnom
[mm]
8
10
12
14
16
20
25
28
32
Nominal drill hole diameter
d0
[mm]
12
14
16
18
20
24
32
35
40
hef,min
[mm]
60
60
70
75
80
90
100
112
128
hef,max
[mm]
160
200
240
280
320
400
500
580
640
Minimum thickness of member
hmin
[mm]
hef + 30 mm ≥ 100 mm
Minimum spacing
smin
[mm]
40
50
60
70
80
100
125
140
160
Minim edge distance
cmin
[mm]
40
50
60
70
80
100
125
140
160
Effective embedment depth
Size internal threaded anchor rod
hef + 2d0
IG-M6
IG-M8
IG-M10
IG-M12
IG-M16
IG-M20
Internal diameter of anchor
d2
[mm]
6
8
10
12
16
20
Outdoor diameter of anchor1)
d = dnom
[mm]
10
12
16
20
24
30
Nominal drill hole diameter
d0
[mm]
12
14
18
22
28
35
hef.min
[mm]
60
70
80
90
96
120
hef.max
[mm]
200
240
320
400
480
600
Diameter of clearance hole
in the fixture
df
[mm]
7
9
12
14
18
22
Maximum torque moment
Tmin
[Nm]
10
10
20
40
60
100
Thread engagement length
(min/max)
IIG
[mm]
8/20
8/20
10/25
12/30
16/32
20/40
Effective embedment depth
Minimum thickness of member
hmin
[mm]
Minimum spacing
smin
[mm]
50
60
80
100
120
150
Minimum edge distance
cmin
[mm]
50
60
80
100
120
150
1)
hef + 30 mm ≥ 100 mm
hef + 2d0
With metric threads according to EN 1993-1-8:2005+AC:2009
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Recommended loads
Threaded rod
The recommended loads are only valid for single anchors for a basic de
sign, if the following conditions
are valid:
c ≥ 1.5 x hef | s ≥ 3.0 x hef | h ≥ 2 x hef
Ψsus = 1.0; percentage of dead load ≤ Ψ0sus see table below
The recommended loads have been calculated using the partial safety factors for resistances stated in the
ETA and with a partial safety factor for actions of γf=1.4.
The partial safety factor for seismic action is γ1 = 1.0.
If the conditions are not fulfilled the loads must be calculated acc. to EN 1992-4.
For further details observe ETA-16/0107.
> Property class 5.8
> Concrete - C20/25
> Hammer drilling (HD, CD, HDB)
> dry, wet concrete
Recommended tension load
uncracked
40 °C / 24 °C ¹)
Ψ0sus = 0.73
cracked
uncracked
80 °C / 50 °C 1)
Ψ0sus = 0.65
cracked
uncracked
120 °C / 72 °C 1)
Ψ0sus = 0.57
cracked
Recommended shear
load without lever
arm 2) 3)
Embedment depth
uncracked
cracked
M8
M10
M12
M16
M20
M24
M27
M30
Nrec,stat
[kN]
8.6
13.5
19.7
27.3
43.3
59.4
77.2
86.6
Nrec,stat
[kN]
3.8
5.6
9.1
13.7
23.3
34.6
54
60.6
Nrec,eq,C1
[kN]
3.4
4.9
8.5
12.9
22
33.4
53
60.6
Nrec,stat
[kN]
7.2
10.1
14.8
22.4
38.1
53.4
63.1
65.6
Nrec,stat
[kN]
2.4
3.9
6.6
10
17
25.1
37.9
45.4
Nrec,eq.C1
[kN]
2.1
3.5
6.2
9.4
16
24.6
36.5
43.8
Nrec,stat
[kN]
5.3
7.3
10.7
16.2
27.6
40.8
46.3
50.5
Nrec,stat
[kN]
1.9
2.8
4.9
7.5
12.7
18.8
29.5
35.3
Nrec,eq,C1
[kN]
1.7
2.5
4.6
7
11.9
18.5
28.3
33.9
Vrec,stat
[kN]
6.3
9.7
14.3
20.8
34.1
48.1
63.5
72.3
Vrec,stat
[kN]
3.8
6.7
11.7
14.8
24.2
34
45
51.2
Vrec,eq,C1
[kN]
3
5.1
9.4
14.2
24.2
34
45
51.2
hef
[mm] 80
90
110
125
170
210
250
270
Edge distance
c≥
[mm] 120
135
165
187.5
255
315
375
405
Axial distance
s≥
[mm] 240
270
330
375
510
630
750
810
Short term temperature / long term temperature.
Shear loads are valid for all specified temperature ranges.
3)
In case of seismic action, the annular gap between the anchor rod an
d the through hole of the attachment must be filled with mortar, otherwise agap = 0.5 acc. to ETA-16/0107
must be taken into account.
Nrec.stat, Vrec.stat = Recommended load under static and quasi-static action
Nrec.eq, Vrec.eq = Recommended load under seismic action
1)
2)
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Recommended loads
Internal threaded rod
The recommended loads are only valid for single anchors for a basic design, if the following conditions
are valid:
c ≥ 1.5 x hef | s ≥ 3.0 x hef | h ≥ 2 x hef
Ψsus = 1.0; percentage of dead load ≤ Ψ0sus see table below.
The recommended loads have been calculated using the partial safety factors for resistances stated in the
ETA and with a partial safety factor for actions of γf=1.4.
The partial safety factor for seismic action is γ1 = 1.0.
If t
he conditions are not fulfilled the loads must be calculated acc. to EN 1992-4.
For further details observe ETA-16/0107.
Recommended tension load
> Property class 5.8
> Concrete - C20/25
> Hammer drilling (HD, CD, HDB)
> dry, wet concrete
40 °C / 24 °C ¹)
Ψ0sus = 0.73
80 °C / 50 °C
Ψ0sus = 0.65
1)
120 °C / 72 °C
Ψ0sus = 0.57
1)
Recommended shear load
without lever arm 2) 3)
Embedment depth
IG-M6
IG-M8
IG-M10
IG-M12
IG-M16
IG-M20
uncracked
Nrec,stat
[kN]
4.8
8.1
13.8
20
36.2
58.6
cracked
Nrec,stat
[kN]
4.8
8.1
13.7
20
34.6
58.6
uncracked
Nrec,stat
[kN]
4.8
8.1
13.8
20
36.2
58.6
cracked
Nrec,stat
[kN]
4.7
6.6
10
17
25.1
47.1
uncracked
Nrec,stat
[kN]
4.8
8.1
13.8
20
36.2
52.4
cracked
Nrec,stat
[kN]
3.4
4.9
7.5
12.7
18.8
36.7
uncracked
Vrec,stat
[kN]
3.4
5.7
9.7
14.3
26.3
42.3
Vrec,stat
[kN]
3.4
5.7
9.7
14.3
26.3
42.3
hef
[mm]
90
110
125
170
210
280
cracked
Edge distance
c≥
[mm]
165
188
255
315
420
420
Axial distance
s≥
[mm]
330
375
510
630
840
840
Short term temperature / long term temperature.
Shear loads are valid for all specified temperature ranges.
3)
In case of seismic action, the annular gap between the anchor rod and the through hole of the attachment must be filled with mortar,
otherwise agap = 0.5 acc. to ETA-16/0107 must be taken into account.
Nrec.stat, Vrec.stat = Recommended load under static and quasi-static action
Nrec.eq, Vrec.eq = Recommended load under seismic action
1)
2)
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Rebar
The recommended loads are only valid for single anchors for a basic design, if the following conditions
are valid:
c ≥ 1.5 x hef | s ≥ 3.0 x hef | h ≥ 2 x hef
Ψsus = 1.0; percentage of dead load ≤ Ψ0sus see table below
Th
e recommended loads have been calculated using the partial safety factors for resistances stated in the
ETA and with a partial safety factor for actions of γf=1.4.
The partial safety factor for seismic action is γ1 = 1.0.
If the conditions are not fulfilled the loads must be calculated acc. to EN 1992-4.
For further details observe ETA-16/0107.
Recommended tension load
> Property class BSt 500
> Concrete - C20/25
> Hammer drilling (HD)
> dry, wet concrete
uncracked
40 °C / 24 °C ¹)
Ψ0sus = 0.73
cracked
uncracked
80 °C / 50 °C 1)
Ψ0sus = 0.65
cracked
uncracked
120 °C / 72 °C 1)
Ψ0sus = 0.57
cracked
Recommended shear
load without lever
arm 2) 3)
Embedment depth
uncracked
cracked
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Nrec,stat
[kN]
9.6
13.5
19.7
24.1
27.3
43.3
59.4
77.2
86.6
Nrec,stat
[kN]
3.8
5.6
9.1
11
13.7
23.3
36
54
60.6
Nrec,eq.C1
[kN]
3.4
4.9
8.5
10.4
12.9
22
34.8
55
67.9
Nrec,stat
[kN]
7.2
10.1
14.8
18.1
22.4
38.1
52.4
61.1
64.6
Nrec,stat
[kN]
2.4
3.9
6.6
8
10
17
26.2
39.3
48.5
Nrec,eq.C1
[kN]
2.1
3.5
6.2
7.6
9.4
16
25.7
37.9
46.7
Nrec,stat
[kN]
5.3
7.3
10.7
13
16.2
27.6
39.3
43.6
48.7
Nrec,stat
[kN]
1.9
2.8
4.9
6
7.5
12.7
19.6
30.5
37.7
Nrec,eq,C1
[kN]
1.7
2.5
4.6
5.6
7
11.9
19.2
29.3
36.2
Vrec,stat
[kN]
6.7
10.5
14.8
18
20.8
34.1
48.4
63.8
73
Vrec,stat
[kN]
3.8
6.7
11.7
12.8
14.8
24.2
34.3
45.2
51.7
Vrec,eq,C1
[kN]
3
5.1
9.4
11.5
14.2
24.2
34.3
45.2
51.7
hef
[mm]
80
90
110
115
125
170
210
250
270
Edge distance
c≥
[mm]
120
135
165
172.5
187.5
255
315
375
405
Axial distance
s≥
[mm]
240
270
330
345
375
510
630
750
810
Short term temperature / long term temperature.
Shear loads are valid for all specified temperature ranges.
3)
In case of seismic action, the annular gap between the anchor rod and the through hole of the attachment must be filled with mortar,
other
wise agap = 0.5 acc. to ETA-16/0107 must be taken into account.
Nrec.stat, Vrec.stat = Recommended load under static and quasi-static action
Nrec.eq, Vrec.eq = Recommended load under seismic action
1)
2)
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Fire resistance
The present recommended loads of fire resistance is assessed with respect to its fire resistance properties as
anchor applications in walls and ceilings. The evaluation is based on tests according to DIN EN 1363-1:2012
and Technical Report 020.
The recommended tension and shear loads under fire exposure of the following table are only
valid if the following conditions are met:
> uncracked concrete: Property class min. C20/25
> c ≥ 2.0 x hef
> s ≥ 4.0 x hef
> Threaded rod zinc plated: Property class min. 5.8 (EN 1993-1-8:2005+AC:2009)
> Threade
d rod made of stainless steel and high corrosion resistance steel:
Property class min. 70 (EN ISO 3506-1:2009)
The recommended loads have been calculated using the partial safety factor for resistances under
fire exposure of γM.fi = 1.0 and with a partial safety factor for actions of γF = 1.0.
Anchor size
Embedmend
depth
hef
Fire resistance time in minutes
R30
max F
R60
max F
R90
max F
R120
max F
[mm]
[mm
[kN]
[kN]
[kN]
[kN]
M8
≥ 80
1.6
1.1
0.6
0.3
M10
≥ 90
2.6
1.8
0.9
0.5
M12
≥ 110
3.4
2.6
1.8
1.4
M16
≥ 125
6.2
4.8
3.4
2.7
M20
≥ 170
9.8
7.5
5.3
4.2
M24
≥ 210
14.0
10.8
7.6
6.0
M27
≥ 250
18.3
4.1
9.9
7.9
M30
≥ 280
22.3
17.2
12.1
9.6
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Anchorage in masonry
Installation instruction
Preparatio
n of cartridge
1.
Remove the cap and attach the supplied static-mixing nozzle to the cartridge and load the cartridge into the
correct dispensing tool. In case of a foil tube cartridge, cut off the clip before use. For every working interruption
longer than the recommended working time (see page 4 - 5) as well as for new cartridges, a new static-mixer
shall be used.
2.
Prior to inserting the anchor rod into the filled bore hole, the position of the embedment depth shall be marked
on the anchor rods.
3.
Prior to dispensing into the anchor hole, squeeze out separately a minimum of three full strokes and discard
non-uniformly mixed adhesive components until the mortar shows a consistent grey colour. For foil tube cartridges it must be discarded a minimum of six full strokes.
Installation in solid masonry (without sleeve)
4.
Holes to be drilled perpendicular to the surface of the base material by using a hard-metal tipped hammer drill
bit. Drill a hole, with drilling method according
to page 17, into the base material, with nominal drill hole diameter
and bore hole depth according to the size and embedment depth required by the selected anchor.
In case of aborted drill hole the drill hole shall be filled with mortar.
5a.
Starting from the bottom or back of the bore hole, blow the hole clean with handpump (see page 17) a minimum
of two times.
5b.
Attach an appropriate sized wire brush > db,min (see page 17) to a drill or a cordless screwdriver and brush the
hole clean with a minimum of two times in a twisting motion. If the bore hole ground is not reached with the
brush, a brush extension must be used.
5c.
Finally blow the hole clean again with handpump (see page 17) a minimum of two times.
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6.
Starting from the bottom resp. back of the clean
ed anchor hole fill the hole up to approximately two-thirds with
adhesive. Slowly withdraw of the static mixing nozzle as the hole is filled avoids creating air pockets. Observe
the gel-/ working times given (see page 4 - 5).
7.
Push the threaded rod or reinforcing bar into the anchor hole while turning slightly to ensure positive distribution
of the adhesive until the embedment depth is reached.
The anchor should be free of dirt, grease, oil or other foreign material.
8.
Be sure that the anchor is fully seated at the bottom of the hole and that excess mortar is visible at the top of the
hole. If these requirements are not maintained, the application has to be renewed.
For overhead application the anchor rod shall be fixed (e. g. wedges).
9.
Allow the adhesive to cure to the specified time prior to applying any load or torque. Do not move or load the
anchor until it is fully cured.(see page 4 - 5).
10.
After full curing, the fixture can be installed with up to the max. installation
torque (see page 17) by using a
calibrated torque wrench.
Installation in solid masonry (with sleeve)
4.
Holes to be drilled perpendicular to the surface of the base material by using a hard-metal tipped hammer drill
bit. Drill a hole, with drill method according to page 17 – 21, into the base material, with nominal drill hole diameter and bore hole depth according to the size and embedment depth required by the selected anchor.
5a.
Starting from the bottom or back of the bore hole, blow the hole clean with handpump (see.fa page 17) a
minimum of two times.
5b.
Attach an appropriate sized wire brush > db,min (see page 17) to a drill or a cordless screwdriver and brush the
hole clean with a minimum of two times in a twisting motion. If the bore hole ground is not reached with the
brush, a brush extension must be used.
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5c.
Finally blow the hole clean again with handpump (see page 17) a minimum of two times.
6.
Insert the perforated sleeve flush with the surface of the masonry or plaster. Only use sleeves that have the right
length. Never cut the sleeve. For installation through insulation the sleeve SH 16x130/330 shall be cutted at the
top end according to the insulation thickness
7.
Starting from the bottom or back fill the sleeve with adhesive. For embedment depth equal to or lager than
130 mm an extension nozzle shall be used. For quantity of mortar attend cartridges label installation instructions. For push through installation the sleeve within the fixture must also be fully filled with mortar. Observe the
gel-/working times given in the tables on page 4 - 5)
8.
Push the threaded rod into the anchor hole while turning slightly to ensure positive distribution of the adhesive
until the embedment depth is reached. The anchor shall be f
ree of dirt, grease, oil or other foreign material.
9.
Allow the adhesive to cure to the specified curing time prior to applying any load or torque. Do not move or load
the anchor until it is fully cured (attend tables on page 4 - 5).
10.
After full curing, the fixture can be installed with up to the max. installation torque (See parameters of brick on
page 17) by using a calibrated torque wrench.
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Installation parameters and accessories
Solid brick and autoclaved aerated concrete
M8
M10
IG-M6
M12
IG-M8
M16
IG-M10
Nominal drill hole diameter
d0
[mm]
10
12
12
14
14
18
18
Effective anchorage depth
hef
[mm]
80
90
90
100
100
100
100
Drill hole depth
h0
[mm]
80
90
90
100
100
100
100
Minimum wall thickness
hmin
[mm]
hef + 30
Di
ameter of clearance hole in the fixture
df
[mm]
9
12
7
14
9
18
12
Diameter of steel brush
db ≥
[mm]
RBT10
RBT12
RBT12
RBT14
RBT14
RBT18
RBT18
Min. brush diameter
db, min
[mm]
10.5
12.5
12.5
14.5
14.5
18.5
18.5
Max. installation torque
Tinst,max
[Nm]
see tables on page 19 - 21
Hollow brick and solid brick with sleeve
M8
M8/M10/IG-M6
M12/M16
Perforated slleve
SH12x80
SH16x85
SH16x1301)
SH20x85
SH20x130
SH20x200
Nominal drill hole diameter
d0
[mm]
12
16
16
20
20
20
Effective anchorage depth
hef
[mm]
80
85
130
85
130
200
Drill hole depth
h0
[mm]
85
90
135
90
135
205
Minimum wall thickness
hmin
[mm]
115
115
175
115
175
240
Diameter of clearance hole in the fixture
df
[mm]
9
7 (IG-M6) / 9 (M8) / 12 (M10)
9 (IG-M8) / 12 (IG-M10) / 14 (M12) / 18 (M16)
Diameter of steel brush
db ≥
[mm]
RBT12
RBT16
RBT16
RBT20
RBT20
RBT20
Min. brush diameter
db, min
[mm]
10.5
12.5
12.5
14.5
14.5
18.5
Max.
installation torque
Tinst,max
[Nm]
1)
see tables on page 19 - 21
The data also apply to the SH16x130/330 perforated sleeve
MAC - Hand pump (volume 750 ml)
Steel brush RBT and brush extension
SDS Plus Adapter
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Calculation of recommended loads
The recommended loads given are for preliminary planning purposes only and do not replace dimensioning.
The following conditions must be met:
>
>
>
>
>
>
>
>
>
>
Dry environment
Temperature range 24/40°C (long-term/short-term)
Spacing distance s ≥ scr
Edge distance c ≥ ccr
Strength class of masonry mortar at least M2.5
Brick strength as well as density and dimensions
Joints are visible
Vertical joint is mortared
Strength class of the threaded rod is min. 5.8 or higher
Drilling method:
„rotary drilling“ in hol
low brick and autoclaved aerated concrete (AAC),
„hammer drilling“ in solid brick
The recommended loads take into account all partial safety factors (resistance 2.5; action 1.4) and all failure
modes. An interaction between tension and transverse tension was not taken into account.
If one or more of the conditions listed above are not fulfilled, the application must be recalculated according to
TR054 and the requirements of the relevant ETA
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Recommended loads
Naming
Compressive strength
Density
Dimensions
Anchor rods
Tinst
ccr
Cmin
Scr
Smin
Nrec*
Vrec
[Nm]
[mm]
[mm]
[mm]
[mm]
[kN]
[kN]
without
12x80
16x85; 16x130
20x85; 20x130; 20x200
10
250
60
250
75
1.7
1.7
Perforated sleeve
Calcium silica solid bricks acc. to EN 7712
Solid limestone
KS
20 N/mm²
r ≥ 2.0 kg/dm3
≥ 240x115x71 mm
M8 to M16
IG-M6 to IG-M10
Calcium silica hollow bricks acc. to EN 771-2
Perforated limestone KS-L 8DF
12 N/mm²
r ≥ 1.4 kg/dm3
≥ 240x115x71 mm
M8 to M16
IG-M6 to IG-M10
16x130
20x130
20x200
5
240
50
250
50
1.4
1.0
Perforated limestone KS-L 3DF
12 N/mm²
r ≥ 1.4 kg/dm³
≥ 240x175x113 m
M8 to M16
IG-M6 to IG-M10
16x85; 16x130
20x85; 20x130; 20x200
5
240
60
240
120
0.63
1.0
Perforated limestone KS-L 3DF
12 N/mm²
r ≥ 1.4 kg/dm³
≥ 498x175x238 m
M8 to M16
IG-M6 to IG-M10
16x130
20x130
4
500
50
500
50
1.0
1.0
Autoclaved aerated concrete acc. to EN 771-4
AAC 2
2 N/mm²
r ≥ 0.35 kg/dm³
≥ 449x240x249 mm
M8 to M16
IG-M6 to IG-M10
without
12x80
16x85; 16x130
20x85; 20x130; 20x200
5
210
50
300
50
0.34
0.43
AAC 4
4 N/mm²
r ≥ 0.5 kg/dm³
≥ 449x240x249 mm
M8 to M16
IG-M6 to IG-M10
without
12x80
16x85; 16x130
20x85; 20x130; 20x200
5
210
50
300
50
0.86
1.3
AAC 6
6 N/mm²
r ≥ 0.6
kg/dm³
≥ 449x240x249 mm
M8 to M16
IG-M6 to IG-M10
without
12x80
16x85; 16x130
20x85; 20x130; 20x200
5
210
50
300
50
1.1
1.7
without
12x80
16x85; 16x130
20x85; 20x130; 20x200
2
150
60
300
120
0.86
0.86
M8 to M16
IG-M6 to IG-M10
16x85; 16x130
20x85; 20x130
2
150
50
500
50
0.34
0.57
M8 to M16
IG-M6 to IG-M10
16x130
20x130
4
170
50
200
50
0.57
1.7
Solid clay brick Mz-1DF
20 N/mm²
r ≥ 2.0 kg/dm³
≥ 240x115x55 mm
M8 to M16
IG-M6 to IG-M10
without
12x80
16x85; 16x130
20x85; 20x130; 20x200
10
250
60
250
65
2.0
2.3
Solid clay brick Mz-2DF
20 N/mm²
r ≥ 2.0 kg/dm³
≥ 240x115x113 mm
M8 to M16
IG-M6 to IG-M10
without
12x80
16x85; 16x130
20x85; 20x130; 20x200
10
250
50
250
50
2.1
2.3
Lightweight concrete solid block acc. to EN 771-3
VBL
2 N/mm²
r ≥ 0.6 kg/dm³
≥ 240x300x113 mm
M8 to M16
IG-M6 to IG-M10
Hollow light weight concrete brick acc. to EN 771-3
HBL
3 N/mm²
r ≥ 1.0 kg/dm³
≥ 500x250x240 mm
Hollow concrete brick
acc. to EN 771-2
Perforated concrete block Bloc Creux B40
5 N/mm²
r ≥ 0.8 kg/dm³
≥ 495x195x190 mm
Solid clay brick acc. to EN 771-1
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Naming
Compressive strength
Density
Dimensions
Anchor rods
Tinst
ccr
Cmin
Scr
Smin
Nrec*
Vrec
[Nm]
[mm]
[mm]
[mm]
[mm]
[kN]
[kN]
Perforated sleeve
Hollow clay brick acc. to EN 771-1
Hollow clay brick HLZ 16DF
20 N/mm²
r ≥ 1.25 kg/dm³
≥ 300x240x249 mm
M8 to M16
IG-M6 to IG-M10
12x80
16x85; 16x130
20x85; 20x130; 20x200
5
300
50
300
50
0.71
2.3
Hollow clay brick BGV Thermo
10 N/mm²
r ≥ 0.60 kg/dm³
≥ 500x200x314 mm
M8 to M16
IG-M6 to IG-M10
12x80
16x85; 16x130
20x85; 20x130
2
500
120
500
120
0.26
1.0
Hollow clay brick Calibric R+
12 N/mm²
r ≥ 0.6 kg/dm³
≥ 500x200x314 mm
M8 to
M16
IG-M6 to IG-M10
16x85; 16x130
20x85; 20x130
2
500
120
500
120
0.34
1.6
Hollow clay brick Urbanbric
12 N/mm²
r ≥ 0.7 kg/dm³
≥ 560x200x274 mm
M8 to M16
IG-M6 to IG-M10
12x80
16x85; 16x130
20x85; 20x130
2
560
120
560
100
0.34
1.3
Hollow clay brickPorotherm Homebric
10 N/mm²
r ≥ 0.7 kg/dm³
≥ 500x200x299 mm
M8 to M16
IG-M6 to IG-M10
12x80
16x85; 16x130
20x85; 20x130
2
500
120
500
300
0.34
0.86
Hollow clay brick Brique Creuse C40
12 N/mm²
r ≥ 0,7 kg/dm³
≥ 500x200x200 mm
M8 to M16
IG-M6 to IG-M10
12x80
16x85; 16x130
20x85; 20x130
2
500
120
500
100
0.34
0.43
Hollow clay brick Blocchi Leggeri
12 N/mm²
r ≥ 0,6 kg/dm³
≥ 250x120x250 mm
M8 to M16
IG-M6 to IG-M10
12x80
16x85; 16x130
20x85; 20x130
2
250
60
250
100
0.17
1.0
Hollow clay brick Doppio Uni
28 N/mm²
r ≥ 0,9 kg/dm³
≥ 250x120x120 mm
M8 to M16
IG-M6 to IG-M10
12x80
16x85; 16x130
20x85; 20x130
2
250
100
250
100
0.34
0.71
Coriso WS07
6 N/mm²
r ≥ 0,55
kg/dm³
≥ 248x365x249 mm
M8 to M16
IG-M6 bis IG-M10
12x80
16x85; 16x130
20x85; 20x130; 20x200
5
250
50
250
50
0.43
1.4
T7MW
8 N/mm²
r ≥ 0,59 kg/dm³
≥ 248x365x249 mm
M8 to M16
IG-M6 to IG-M10
12x80
16x85; 16x130
20x85; 20x130; 20x200
5
250
50
250
50
0.57
0.86
T8P
6 N/mm²
r ≥ 0,56 kg/dm³
≥ 248x365x249 mm
M8 to M16
IG-M6 to IG-M10
12x80
16x85; 16x130
20x85; 20x130; 20x200
4
250
50
250
50
0.43
1.3
MZ90-G
12 N/mm²
r ≥ 0,68 kg/dm³
≥ 248x365x249 mm
M8 to M16
IG-M6 to IG-M10
12x80
16x85; 16x130
20x85; 20x130; 20x200
4
250
50
250
50
0.86
1.1
Hollow clay brick with insulation EN 771-1
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Post-installed rebar
Installation instruction
Bore hole drilling
1.
Drill a hole into the base material to the size and embedment
depth requried by the selected reinforcing bar with
carbide hammer drill (HD), compressed air drill (CD) or hollow drill bit.system (HDB).
In case of aborted drill hole: the hole shall be filled with mortar.
Attention! Standing water in the bore hole must be removed before cleaning.
MAC: Cleaning for bore hole diameter d0 ≤ 20 mm and bore hole depth h0 ≤ 10ds
2a.
Starting from the bottom or the back of the bore hole, blow the hole clean by a hand pump (see page 25) a
minimum of four times:
2b.
Check the brush diameter (page 25). Brush the hole with an appropriate sized wire brush > db,min (see page 25)
a minimum of four times in a twisting motion. If the borehole ground is not reached with the brush, a brush
extension must be used.
2c.
Finally blow the hole clean again with a hand pump (see page 25) a minimum of four times.
CAC: Cleaning for all bore hole diameter and bore hole depth
2a.
Starting from the bottom or the back of the bore hole, blow the hole clean by a hand pump
(see page 25)
a minimum of four times.
2b.
Check the brush diameter (page 25). Brush the hole with an appropriate sized wire brush > db,min (see page 25)
a minimum of four times in a twisting motion. If the borehole ground is not reached with the brush, a brush
extension must be used.
2c.
Finally blow the hole clean again with a hand pump (see page 25) a minimum of four times.
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T +49 2752 908î€0 ∙ F +49 2752 908î€731 ∙ construction@ejot.com ∙ www.ejot.com/construction
21
USF | Winter
CAC: Cleaning for all bore hole diameter and bore hole depth
2a.
Starting from the bottom or the back of the bore hole, blow the hole clean by a hand pump (see page 25)
a minimum of four times.
2b.
Check the brush diameter (page 25). Brush the hole with an appropriate sized wire brush > db,min (see page 25)
a minimum of four times in a twisting motion. If the borehole ground is not reac
(see page 25)
a minimum of four times.
2b.
Check the brush diameter (page 25). Brush the hole with an appropriate sized wire brush > db,min (see page 25)
a minimum of four times in a twisting motion. If the borehole ground is not reached with the brush, a brush
extension must be used.
2c.
Finally blow the hole clean again with a hand pump (see page 25) a minimum of four times.
EJOT SE & Co. KG ∙ Market Unit Construction ∙ In der Stockwiese 35 ∙ 57334 Bad Laasphe ∙ Germany
T +49 2752 908î€0 ∙ F +49 2752 908î€731 ∙ construction@ejot.com ∙ www.ejot.com/construction
21
USF | Winter
CAC: Cleaning for all bore hole diameter and bore hole depth
2a.
Starting from the bottom or the back of the bore hole, blow the hole clean by a hand pump (see page 25)
a minimum of four times.
2b.
Check the brush diameter (page 25). Brush the hole with an appropriate sized wire brush > db,min (see page 25)
a minimum of four times in a twisting motion. If the borehole ground is not reac
... ascunde