Quick Lift Anchors

Quick Lift Anchors
5-1
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Contents
Anchor Types
5-3
Type FSA - Spread Anchor
5-4
Type FSA - Load Capacities for Slabs and
Thick Walled Products
5-5
Type FSA - Load Capacities for Thin Walled Products
5-6
Type FTH - Two Hole Anchor
5-8
Type FTH - Load Capacity and Additional
Reinforcement Requirements
5-9
5-11
Tilting Anchor Load Capacity and Additional
Reinforcement Requirements
5-12
Type FFA - Flat Foot Anchor
5-13
Type FFA - Capacity and Additional Reinforcement
Requirements
5-14
Type FPA - Plate Anchor
5-15
Flat Plate Anchor Capacity and Additional
Reinforcement Requirements
5-16
Quick Lift Clutch
5-17
Rubber Recess Former Bayonet
5-18
Holding Plate
5-19
Holding Screw
5-19
QUICK LIFT ANCHORS
Type FE - Tilting Anchor
10
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5-2
Anchor Types
Spread anchor type FSA
Flat foot anchor type FFA
Suitable for load ranges 0.7 t to 22.0 t for use in both
thin panels and slabs. The additional hole in the anchor
is for additional reinforcement which is used in certain
special applications.
This anchor is intended for use in slabs.
Additional reinforcement is placed over the
foot of the anchor.
Two hole anchor type FTH
Plate anchor type FPA
Suitable for load ranges 0.7 t to 22.0 t similar to the
spread anchor, except this anchor utilises additional
reinforcement passed through the hole for anchorage.
This anchor is suitable for use in the thinnest of slabs.
Additional reinforcement is placed over the flat plate
of the anchor.
Erection anchor type FE
This anchor is designed for tilting panels from the
horizontal to the vertical. The anchor head is designed
so that loads are not transferred to the upper part of
the concrete surface. This avoiding spalling.
5-3
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Type FSA - Spread Anchor
The lifting anchor is made of St 52-3 steel with an additional
hole. The stress transfer to the concrete occurs through the
lower spead of the flat steel. It provides optimum anchoring
whether used in thin walls or large concrete units.
a
c
b
d
Part No
Load Group
Dimensions
a
b
c
CFS-FSA-0.7-110
110
5
CFS-FSA-1.4-110
110
6
CFS-FSA-1.4-160
160
6
CFS-FSA-2.0-130
130
8
d
mm
CFS-FSA-2.0-160
CFS-FSA-2.0-210
2.5
30
160
8
210
8
120
10
150
10
CFS-FSA-2.5-200
200
10
CFS-FSA-2.5-250
250
10
CFS-FSA-3.0-160
160
10
CFS-FSA-3.0-220
220
10
CFS-FSA-3.0-280
280
10
CFS-FSA-4.0-140
140
10
CFS-FSA-4.0-180
180
10
240
12
CFS-FSA-4.0-240
5
40
CFS-FSA-4.0-320
320
12
CFS-FSA-5.0-180
180
15
CFS-FSA-5.0-240
240
15
CFS-FSA-5.0-400
400
15
CFS-FSA-7.5-260
260
16
CFS-FSA-7.5-300
300
16
CFS-FSA-7.5-420
420
16
300
20
CFS-FSA-10-300
10
60
CFS-FSA-10-370
370
20
CFS-FSA-10-520
520
20
CFS-FSA-14-370
370
20
CFS-FSA-14-460
460
20
500
20
620
20
CFS-FSA-22-500
CFS-FSA-22-620
26
60
QUICK LIFT ANCHORS
CFS-FSA-2.5-120
CFS-FSA-2.5-150
14
18
27
35
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5-4
Type FSA - Load Capacities for
Slabs and Thick Walled Products
Load capacity and installation dimensions for large-area precast elements or concrete beams
Part No
Permissible axial
load kN
Minimum
thickness of
precast unit
Minimum Spacing
Minimum thickness of beam
c
b
2xa
Concrete strength in N/mm2
Concrete strength in N/mm2
15
mm
25
15
mm
25
35
mm
CFS-FSA-0.7-110
7
145
390
280
70
70
70
CFS-FSA-1.4-110
14
145
390
380
110
80
70
CFS-FSA-2.0-130
20
165
460
460
150
110
90
CFS-FSA-2.0-160
20
195
660
660
120
80
80
CFS-FSA-2.5-150
25
185
530
530
180
130
100
CFS-FSA-2.5-200
25
235
730
700
130
90
70
CFS-FSA-3.0-160
30
195
560
560
210
150
120
CFS-FSA-3.0-220
30
255
700
700
160
120
100
CFS-FSA-4.0-180
40
215
630
630
280
200
160
CFS-FSA-4.0-240
40
275
840
840
200
140
110
CFS-FSA-5.0-180
50
215
630
630
380
270
220
CFS-FSA-5.0-240
50
275
840
840
270
190
150
CFS-FSA-7.5-260
75
300
910
910
420
300
240
CFS-FSA-7.5-300
75
340
1050
1050
360
250
200
CFS-FSA-10-300
100
340
1050
1050
540
380
300
CFS-FSA-10-370
100
410
1300
1300
420
300
240
CFS-FSA-14-370
140
410
1300
1300
700
500
400
CFS-FSA-14-460
140
500
1610
1610
530
380
300
CFS-FSA-22-500
220
540
1750
1750
900
640
520
CFS-FSA-22-620
220
660
2170
2170
700
500
400
TECHNICAL MANUAL – 2D SYSTEM
Minimum edge distance = b/2
2D-VERSION 06-2013
If the lift is an angled pull β≥30° in a panel or wall, additional reinforcement will be required. Please also include the
“Angled
reinforcement
as directed
on page 6-7
forLARGE-AREA
thin panels. PRECAST ELEMENTS OR CONCRETE BEAMS
LOAD Pull”
CAPACITY,
INSTALLATION
DIMENSIONS
FOR
When the load is towards the narrow edge,
reinforcement for angled pull is necessary.
Picture 34
Picture 33
Designation
5-5
Anchor
length
„L”
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Minimum
Load thickness of
range precast unit
„c”
Minimum spacing
between centre „b”
Table 15
Minimum thickness of beam
„2 x a”
fcu ≥
15N/mm²
fcu ≥
25N/mm²
fcu ≥
35N/mm²
fcu ≥
15N/mm²
fcu ≥
25N/mm²
fcu ≥
35N/mm²
[mm]
[t]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
110
0,7
145
390
280
280
70
70
70
Load group 2,5t (0,7t – 2,5t)
SA-B 0.7 T – 110
Type FSA - Load Capacities
for Thin Walled Products
TECHNICAL
TECHNICAL
TECHNICAL
MANUAL
MANUAL
– MANUAL
2D –SYSTEM
2D SYSTEM
– 2D SYSTEM
2D-VERSION
2D-VERSION
06-2013
2D-VERSION
06-2013 06-2013
Load capacity and installation dimensions for thin panels and walls
LOADLOAD
CAPACITY,
CAPACITY,
LOAD CAPACITY,
INSTALLATION
INSTALLATION
INSTALLATION
DIMENSIONS
DIMENSIONS
DIMENSIONS
FOR FOR
THIN-WALLED
THIN-WALLED
FOR THIN-WALLED
PRECAST
PRECAST
ELEMENTS
PRECAST
ELEMENTS
ELEMENTS
Picture
Picture
35 Picture
35
35
Picture
Picture
36 Picture
36
36
With reinforcement
With reinforcement
With reinforcement
tails placed
tails placed
as
tails
close
placed
as close
to astoclose to
Axial or angled
load
up toreinforcement
β=30°
Without
Without
reinforcement
Without
reinforcement
tails tails tails Angled load 45° ≤ β ≤ 30°
Picture
Picture
37 Picture
37
37
the recess
the recess
former
the recess
former
as possible
former
as possible
as possible
Table
Table
16 16
Table
For thin-walled precast elements, additional edge reinforcement and link reinforcement is required. For
angled
lift 16
Minimum
thickness
Minimum
thickness
of thickness
precast
of precast
unit
of precast
unit
unit
Spacing
Spacing
SpacingMinimum
100% 100%
F perm
F100%
perm
80%F Fperm
80%
perm
F perm
80% F perm
where β > 30°, angled pull reinforcement
bar
is also used. The“2angled
pull
is insertedPull
inAngled
an
opposite
x a”
“2 x a”
“2 xreinforcement
a”
L
between
L
between
Lanchor
between
anchor anchor
Pull Pull Angled
pull Angled
pull
pull
Designation
Designation
direction Designation
to the
load.
The type of mesh
is≥"determined
by
the
permanent
works
engineer.
centrecentre
"present
b " "centre
b f"cu
b
"
(β≤30°)
(β≤30°)
(β≤30°)
(β>30°)
(β>30°)
(β>30°)
15N/mm²
fcu≥ 15N/mm²
fcu≥ f15N/mm²
fcu≥ 25N/mm²
fcu≥ f25N/mm²
fcu≥ 35N/mm²
fcu≥ 35N/mm²
cu≥ 25N/mm²
cu≥ 35N/mm²
Lifting with Axial Pull
[mm] [mm] [mm]
[mm][mm] [mm][mm] [mm] [mm]
[mm] [mm] [mm][mm] [mm] [mm]
[kN] [kN]
Load Load
groupgroup
2,5t
Load
(0,7t
2,5t
group
–(0,7t
2,5t)
2,5t
– 2,5t)
(0,7t – 2,5t)
Part No
SA-B SA-B
0.7 T –0.7
SA-B
110
T – 0.7
110T – 110 110 110
160 160
SA-B SA-B
2.0T –2.0T
SA-B
130 – 130
2.0T – 130
130 130
SA-B SA-B
2.0T –2.0T
SA-B
160 – 160
2.0T – 160
160 160
SA-B SA-B
2.0T –2.0T
SA-B
210 – 210
2.0T – 210
210 210
SA-B SA-B
2.5T –2.5T
SA-B
150 – 150
2.5T – 150
150 150
kN 450
450
150
450 120 mm
120
120 90mm90
SA-B SA-B
2.5T –2.5T
SA-B
200 – 200
2.5T – 200
CFS-FSA-0.7-110
SA-B SA-B
2.5T –2.5T
SA-B
250 – 250
2.5T – 250
CFS-FSA-1.4-110
200 200
600
200
7 600
750
250
14 750
600 120 330
120
750 120 330
120
120 9070 90
120 9080 90
6090 80 6080
7090 80 7080
80
25
2 x 25
Ø6 x 400
80
25
2 x 25
Ø6 x 400
14
480
160
20
600
220
20
840
280
20
540
180
25
720
240
25
960
320
480
480 160 390
160
600 120 120
480
840 120 120
630
540 210 210
450
720 150 150
600
960 150 150
80
160 100
110100
70
100
90
100
90
100
90
130
90
120
90
120
2 x Ø6 x 400
90
30
2 x 30
Ø6 x 500
90 30
30
2 x Ø6 x 500
90 30
30
2 x Ø6 x 500
100 40
40
2 x Ø8 x 600
100 40
40
2 x 40
Ø8 x 600
100
40
250 250
Load Load
groupgroup
5t
Load
(3,0t-5,0t)
5t
group
(3,0t-5,0t)
5t (3,0t-5,0t)
CFS-FSA-1.4-160
SA-B
SA-B
3.0T
–
3.0T
SA-B
160
–
160
3.0T
–
160 160 160
CFS-FSA-2.0-130
SA-B SA-B
3.0T –3.0T
SA-B
220 – 220
3.0T – 220
CFS-FSA-2.0-160
SA-B SA-B
3.0T –3.0T
SA-B
280 – 280
3.0T – 280
CFS-FSA-2.0-210
SA-B SA-B
4.0T –4.0T
SA-B
180 – 180
4.0T – 180
CFS-FSA-2.5-150
SA-B SA-B
4.0T –4.0T
SA-B
240 – 240
4.0T – 240
CFS-FSA-2.5-200
SA-B SA-B
4.0T –4.0T
SA-B
320 – 320
4.0T – 320
CFS-FSA-2.5-250
SA-B SA-B
5.0T –5.0T
SA-B
180 – 180
5.0T – 180
CFS-FSA-3.0-160
SA-B SA-B
5.0T –5.0T
SA-B
240 – 240
5.0T – 240
CFS-FSA-3.0-220
SA-B SA-B
5.0T –5.0T
SA-B
400 – 400
5.0T – 400
220 220
280 280
180 180
240 240
320 320
480
600
840
540
720
960
240 240
25 540
540
180
30 720
720
240
400 400
30 1200
1200
400
180 180
CFS-FSA-3.0-280
Load Load
groupgroup
10t
Load
(5,3t-10t)
10t
group
(5,3t-10t)
10t (5,3t-10t)
30
540 350 750
350
720 180 480
180
1200180 600
180
840
120 100 100
110
120 100 100
110
210 130 130
120
150 120 120
120
150 120 120
90 80
80
70
90 8090
90
90
80
90
90
80
100 100
80
100 100
80
100 100
120210
350 210
160150
180 150
90
210 150 80
150
100
150 120 90120
120150
180 150
100
150 120 90120
120
100
90
Link reinforcement
60 7,0 7,0
7,05,6
nxØxL
70 14
14
14
11,2
[kN]
Edge
5,6
5,6
reinforcement
11,2 11,2
70 14
mm20
80
14
20
14
11,2 11,2
2016 mm
16
80 20
20
2016
16
16
80 20
20
2016
16
16
80 25
25
2520
20
20
2520
Ø206
Ø206
20
2 x 50
Ø8 x 600
150
50
2 x 50
Ø8 x 700
120
50
2 x 50
Ø8 x 700
120
50
2520
3024
3024
3024
4032
4032
4032
Ø6
Ø246
24
Ø6
24
Ø6
32
Ø8
32
Ø328
5040
Ø408
Ø408
5040
Ø408
5040
2 x Ø8 x 700
Ø8
11,2
16
20
24
24
24
32
32
32
40
40
40
CFS-FSA-4.0-180
SA-B SA-B
5.3T –5.3T
SA-B
220 – 220
5.3T – 220
220 220
40 660
660
220
660 350 540
350
210210
350 210
130
210 150 100
150
2 x 53
Ø8 x 800
150
53
Ø8
53
42,4 42,4
42,4
SA-B SA-B
5.3T –5.3T
SA-B
260 – 260
5.3T – 260
CFS-FSA-4.0-240
SA-B
SA-B
5.3T
–
5.3T
SA-B
340
–
340
5.3T – 340
CFS-FSA-4.0-320
260 260
780
260
40 780
1020
340
40 1020
780 180 720
180
1020180 960
180
180 150
150150
150 120 100
120
120
150
120
120
120
100
200 150 150
150
210
120
53
2 x 53
Ø8 x 800
120
53
53
2 x Ø8 x 800
53
42,4 42,4
Ø8
53
42,4 42,4
Ø8
42,4
SA-B SA-B
7.5T –7.5T
SA-B
260 – 260
7.5T – 260
CFS-FSA-5.0-180
SA-B SA-B
7.5T –7.5T
SA-B
300 – 300
7.5T – 300
CFS-FSA-5.0-240
SA-B SA-B
7.5T –7.5T
SA-B
420 – 420
7.5T – 420
CFS-FSA-5.0-400
SA-B SA-B
10.0T 10.0T
SA-B
– 300 –10.0T
300 – 300
CFS-FSA-7.5-260
SA-B SA-B
10.0T 10.0T
SA-B
– 370 –10.0T
370 – 370
CFS-FSA-7.5-300
SA-B SA-B
10.0T 10.0T
SA-B
– 520 –10.0T
520 – 520
340 340
260 260
300 300
420 420
300 300
370 370
520 520
CFS-FSA-7.5-420
Load Load
groupgroup
26t
Load
(12,5t-26t)
26t
group
(12,5t-26t)
26t (12,5t-26t)
CFS-FSA-10-300
SA-B SA-B
14.0T 14.0T
SA-B
– 370 –14.0T
370 – 370 370 370
CFS-FSA-10-370
SA-B SA-B
14.0T 14.0T
SA-B
– 460 –14.0T
460 – 460 460 460
CFS-FSA-10-520
SA-B SA-B
22.0T 22.0T
SA-B
– 500 –22.0T
500 – 500 500 500
SA-B SA-B
22.0T 22.0T
SA-B
– 620 –22.0T
620 – 620 620 620
CFS-FSA-14-370
780
260
50
900
300
50
1260
420
50
900
300
75
1110
370
75
1560
520
1560
780 340 540
340
900 240 240
720
1260200 200
1200
900 450 450
780
1110270 270
1560250 900
250
100 1110
1110
370
100
1380
460 1380
1110610 900
610
1380350 1110
350
450360
610 360
270
350 210 210
100 1500
1500
500
1500760 1560
760
1860
620
140 1860
1860450 1110
450
75
CFS-FSA-14-460
alterations
alterations
reserved
alterations
reserved
reserved
CFS-FSA-22-500
140
220
CFS-FSA-22-620
220
780
180 150
150150
900
1260
900
1110
1260
340 200
350200
240 160 160
180
200 160 160
180
450 270 270
340
270 190 190
240
250 190 190
200
160
150
160
150
270
200
190
160
190
160
140 140
120
140 140
120
190 190
150
160 160
140
160 160
140
150
2 x 75
Ø10 x75
800
140 75
75
2 x Ø10 x 800
140 75
75
2 x Ø10 x 800
190100 100
4 x Ø10 x 800
160100 100
4
Ø10 x100
800
160x100
4 x Ø10 x 800
7560
7560
7560
10080
10080
10080
42,4
Ø6010
60
Ø 10
60
Ø 10
80
Ø 10
80
Ø8010
60
Ø 10
60
60
80
80
80
6 x140
Ø10 x140
1000 140
260
112
6
x
Ø10
x
1000
170140 140
140
112
6 x220
Ø10 x220
1000 220
340
176
Ø
12
112
Ø
12
112
Ø
12
176
112
250460
760 460
270
360 260 190
260
190
210 170 160
170
190
460 340 160
340
450 280
610280
280 240 260
240
360
240
176 Ø
176
6 x220
Ø10 x220
1000 220
16
176
1380
350
210
460
1860
450
280
10/29/2013
10/29/2013
1500 10/29/2013
760
170
QUICK LIFT ANCHORS
SA-B SA-B
1.4 T -1.4
SA-B
160
T - 160
1.4 T - 160
Permissible
Minimum
Minimum thickness of
330
110 330
330 70
70
70 60
60
60 60
60
axial load
Spacing
unit
330
110 330
330 80
80
80 70
70
70 70
70
b
2xa
480
160 480
480 80
80
80 70
70
70 70
70
strength
390
130 390
390 110 110
110 90Concrete
90
90 80
80
in N/mm2
480
160 480
480 110 110
110 90
90
90 80
80
2590 80 3580
630
210 630
630 110 110
110 9015 90
SA-B SA-B
1.4 T –1.4
SA-B
110
T – 1.4
110T – 110 110 110
[kN]
[kN] [kN]
112
176
6 x Ø10 x 1000
Ø 16
340
19Ø 1619
Page 19
8 x Ø10 x 1200 PagePage
240
8 x Ø10 x 1200
Ø 16
Minimum edge distance = b/2
Please see next page for arrangement of additional reinforcement and also angled pull capacities.
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5-6
Type FSA - Load Capacities
for Thin Walled Products
Lifting with Angled Pull
Part No
Permissible axial load
Minimum
Spacing
Minimum thickness of unit
2a
b
Concrete strength in N/mm2
15
25
Link
reinforcement
Edge
reinforcement
Angled pull
reinforcement
Ø x Ls
mm
mm
mm
35
kN
mm
CFS-FSA-0.7-110
5.6
330
mm
70
60
60
4 x Ø6 x 400
Ø8
Ø 6 x 450
CFS-FSA-1.4-110
11.2
330
80
70
70
4 x Ø6 x 400
Ø8
Ø 6 x 900
CFS-FSA-1.4-160
11.2
480
80
70
70
4 x Ø6 x 400
Ø8
Ø 6 x 900
CFS-FSA-2.0-130
16
390
110
90
80
4 x Ø6 x 500
Ø8
Ø 8 x 950
CFS-FSA-2.0-160
16
480
110
90
80
4 x Ø6 x 500
Ø8
Ø 8 x 950
CFS-FSA-2.0-210
16
630
110
90
80
4 x Ø6 x 500
Ø8
Ø 8 x 950
CFS-FSA-2.5-150
20
450
120
90
80
4 x Ø8 x 600
Ø 10
Ø 8 x 1200
CFS-FSA-2.5-200
20
600
120
90
80
4 x Ø8 x 600
Ø 10
Ø 8 x 1200
CFS-FSA-2.5-250
20
750
120
90
80
4 x Ø8 x 600
Ø 10
Ø 8 x 1200
CFS-FSA-3.0-160
24
480
160
100
90
4 x Ø8 x 700
Ø 10
Ø 10 x 1150
CFS-FSA-3.0-220
24
600
120
100
90
4 x Ø8 x 700
Ø 10
Ø 10 x 1150
CFS-FSA-3.0-280
24
840
120
100
90
4 x Ø8 x 700
Ø 10
Ø 10 x 1150
CFS-FSA-4.0-180
32
540
210
130
100
4 x Ø8 x 800
Ø 12
Ø 10 x 1500
CFS-FSA-4.0-240
32
720
150
120
100
4 x Ø8 x 800
Ø 12
Ø 10 x 1500
CFS-FSA-4.0-320
32
960
150
120
100
4 x Ø8 x 800
Ø 12
Ø 10 x 1500
CFS-FSA-5.0-180
40
540
350
210
150
4 x Ø10 x 800
Ø 12
Ø 12 x 1550
CFS-FSA-5.0-240
40
720
180
150
120
4 x Ø10 x 800
Ø 12
Ø 12 x 1550
CFS-FSA-5.0-400
40
1200
180
150
120
4 x Ø10 x 800
Ø 12
Ø 12 x 1550
CFS-FSA-7.5-260
60
780
340
200
150
4 x Ø10 x 800
Ø 12
Ø 16 x 2000
CFS-FSA-7.5-300
60
900
240
160
140
4 x Ø10 x 800
CFS-FSA-7.5-420
60
1260
200
160
140
4 x Ø10 x 800
Ø 12
Ø 16 x 2000
TECHNICAL MANUAL – 2D SYSTEM
Ø 12
Ø 16 x 2000
CFS-FSA-10-300
80
900
450
270
190
6 x Ø10 x 1000
CFS-FSA-10-370
80
2D-VERSION 06-2013
Ø 16
Ø 16 x 2300
1110 AT ANCHOR
270 ZONE 190
160
6 x Ø10ELEMENTS
x 1000
Ø 16
REINFORCEMENT TYPES
FOR THIN-WALLED
PRECAST
1560
250
190
160
6 x Ø10 x 1000
Ø 16
Ø 16 x 2300
CFS-FSA-10-520
80
CFS-FSA-14-370
112
1110
610
360
260
CFS-FSA-14-460
112
1380
350
210
MANUAL
SYSTEM
170 TECHNICAL
8 x Ø10
x 1000 – 2D
Ø 16
CFS-FSA-22-500
176
1500
760
CFS-FSA-22-620
176
1860
450
8 x Ø10 x 1000
Ø 16 x 2300
Ø 16
Ø 20 x 2600
Ø 20 x 2600
460
340
x Ø10 x 12002D-VERSION
Ø 16 06-2013
TECHNICAL
MANUAL
– 2D8 SYSTEM
280
240 2D-VERSION
8 x Ø10
x 1200
06-2013
Ø 28 x 3550
Ø 16
Ø 28 x 3550
REINFORCEMENT TYPES AT ANCHOR ZONE FOR THIN-WALLED PRECAST ELEMENTS
Minimum edge distance = b/2
EINFORCEMENT TYPES AT ANCHOR ZONE FOR THIN-WALLED PRECAST ELEMENTS
Link and Edge Reinforcement
Angled Pull Reinforcement
Applied load
Angled pull reinforcement is inserted in the
opposite direction to the load.
Picture 39
SR
L
Picture 38
Required for
angled pull
≥30°
panel edge
reinforcement
placed alongside
the anchor
Angled
pull reinforcement
SR = over all length = 2× leg length
Picture 38
Picture 38
is inserted in the
opposite direction to the load.
in the 39
T ypical additionaAngled
l links as tpull
able treinforcement
o be used over a zis
oneinsertedPicture
opposite direction to the load.
of 3× the anchor length.
Picture 39
Ls (overall length) = 2 x length of leg
The edge and link reinforcement should be installed on both sides of the anchor in an area
equal to 3 x length of the
40 be installed as close as possible to the recess
Picture 41
anchor. The two links in the vicinity of the anchor Picture
should
former.
Concrete strength fcu ≥ 15 N / mm²
Table 17
Pull (β≤30°)
5-7
www.cfsfixings.com
Designation
Load group 2,5t (0,7t – 2,5t)
Load
range
Slot-in-link
[t]
[mm]
nxØxL
Angled pull (β>30°)
Edge
reinforcement
[mm]
Slot-in-link
nxØxL
[mm]
Edge
reinforcement
[mm]
Ls (overall length) = 2 x length of leg
Angled pull
reinforcement
Ø x Ls
[mm]
Type FTH - Two Hole Anchor
The lifting anchor is made of St 52-3 steel.
The stress transfer to the concrete occurs through
the reinforcement bar.
a
c
b
d
Part No
Load Group
Dimensions
a
b
c
d
mm
CFS-FTH-07-90
0.7
30
90
5
14
CFS-FTH-14-90
1.4
30
90
6
14
2
30
90
8
14
2.5
30
90
10
14
CFS-FTH-30-120
3
40
120
10
18
CFS-FTH-40-120
4
40
120
12
18
CFS-FTH-50-120
5
40
120
15
18
CFS-FTH-75-160
7.5
60
160
15
26
CFS-FTH-100-170
10
60
170
20
27
CFS-FTH-140-240
14
80
240
20
35
CFS-FTH-220-300
22
80
300
25
35
www.cfsfixings.com
QUICK LIFT ANCHORS
CFS-FTH-20-90
CFS-FTH-25-90
5-8
TECHNICAL MANUAL – 2D SYSTEM
2D-VERSION 06-2013
TECHNICAL MANUAL – 2D SYSTEM
Type FTH - Load Capacity and Additional
Reinforcement Requirements
2D-VERSION 06-2013
LOAD CAPACITY, INSTALLATION DIMENSIONS
LOAD CAPACITY, INSTALLATION DIMENSIONS FOR LARGE-AREA PRECAST ELEMENTS OR CONCRETE BEAMS
Picture 47
Part No
Picture 48
Minimum Spacing
Without reinforcement tails
b
mm
CFS-FTH-07-90
400
Designation
500
Designation
CFS-FTH-14-90
600
CFS-FTH-25-90
600
[mm]
[mm]
100
0,7
750
110
110
90
110
SA-ST 1.4T
SA-B– 90
2.0T – 130
CFS-FTH-75-160
1200
SA-ST
2.0T
–
90
CFS-FTH-100-170
1200
SA-B 2.0T – 160
90
130
130
90
140
160
2,0
SA-ST
2.5T
CFS-FTH-140-240
1500
SA-B– 90
2.5T – 150
90
160
150
2,5
CFS-FTH-220-300
1500
Load
group
5t (3,0t-5,0t)
SA-B
2.5T - 200
180
200
2,5
SA-ST 3.0T
– group
120 5t (3,0t-5,0t)
Load
120
SA-B– 120
3.0T – 160
SA-ST 4.0T
160
3,0
120
thickness of
Part No
Minimum Spacing
b
90
100
120
1,4
2,0
30
145
400 145
50
500 165
Angled lift, 45° ≤ β ≤ 30°
700 195
Permissible axial
mm
240
160
80
180
160
4,0 kN
800 275
5.6
5,0 1200 215
CFS-FTH-20-90
600
Load group 10t
(5,3t-10t)
CFS-FTH-25-90
600
Load
group 26t (12,5t-26t)
SA-B 5.3T – 220
CFS-FTH-30-120
650
SA-ST 14.0T – 240
SA-B 5.3T – 260
CFS-FTH-40-120
700
SA-ST 22.0T – 300
CFS-FTH-50-120
750
SA-B 7.5T – 260
SA-ST
26.0T – 300
CFS-FTH-75-160
1200
SA-B 7.5T – 300
80
240
170
90
SA-B 10.0T – 300
300
10
340
SA-B 10.0T – 370
370
10
1200
CFS-FTH-140-240
1500
CFS-FTH-220-300
1500
140
80
110
14
460
2 x Ø10 x 800 150
20
4660
x Ø10 x 800 120
25
4530
x Ø10 x 1000 180
4 x Ø12 x 1200
700
560
40
630
630
630
mm
840
340
Ø8
4 x Ø8 x 600
Ø 10
840
1 x Ø25 x 1850
6 x Ø10 x 1000
1050
1050
1300
1300
1300
SA-B edge
14.0Tdistance
– 370
14
410
1300
1300
Minimum
= b/2 370
2
Concrete
strength
assumed
to
be
15N/mm
SA-B 14.0T – 460
460
14
500
1610
1610
The type
mesh–present
is determined
by the
engineer. 1750
SA-Bof 22.0T
500
500
22 permanent
540 works1750
1300
Load group 26t (12,5t-26t)
alterations
reserved
SA-B 22.0T – 620
alterations reserved
www.cfsfixings.com
180
620
22
112
176
1 x Ø32 x 2350
410
1 x Ø32 x 3000
10/29/2013
660
280
mm
4 x Ø6 x 500 100
840
1050
160
210
140
1 x Ø12
x 800
4 x Ø6 x 400
2170
10/29/2013
Ø8
Ø8
200
380
270
70
90
Ø 121680
Ø 1620130
Ø 16
80
100
90
70
Ø 12 240
Ø 12 420
Ø 12 360
Ø 12
32150
120
200
160
Angled pull
120
100
40
reinforcement
Ø x Ls
mm
140
42,4
Ø6 x 900
60270
110
220
Ø6 x 900
190
80
Ø8 x 950
150
Ø8 x 1200
Ø 10 280
Ø16 x 2300
160
140
240
200
300
300
240
700
500
400
1610
530
380
300
1750
900
640
520
2170
700
Ø 16
8 x Ø10 x 1200
Ø 16
540
200x 1150
Ø10
112
180x 1500
Ø10
176
Ø12
300x 1550
208
Ø16
250x 2000
380
8 x Ø10 x 1000
2170
70
Ø 10
Edge
160
reinforcement
1 x Ø10 x 650
770
4 x Ø8 x 700 770
160
140
1 x880
Ø16 x 1200 880
4 x Ø8 x 800 880
180
220
1 x910
Ø16 x 1500 910
4 x Ø10 x 800910
200
260
1 1050
x Ø20 x 1750 1050
4 x Ø10 x 8001050
300
70
5,680
Ø8
11,2
110
Ø8
24
840
53
4 x Ø6 x 400
630
630
75
1 x770
Ø16 x 1000
300
130
Ø8
30
560
1 x Ø12 x 1000
260
70
2 x Ø8 x 800
560110
840
20
5,3 24
1500
5,3 32
1500
7,5 40
1500
7,5 60
280
7,0
380
Reinforcement Link reinforcement
700
700
50
tail
n 120
x Ø x La 700
nxØxL
840120
1 x Ø10 x 650
630130
5,0 1200 275
16
100
100
mm
11.2
220
100
240
260
110
300
120
260
300
130
300
CFS-FTH-100-170
3000
730 1 x Ø28 x700
235
2xa
180
SA-B– 160
5.0T – 180
SA-ST
7.5T
CFS-FTH-14-90
500
SA-B – 5.0T
SA-ST 10.0T
170 – 240
1 x Ø28 x530
2350
530100
220
SA-B
– 180
Load group
10t 4.0T
(5,3t-10t)
mm
SA-B
4.0T
SA-ST 5.3T – 160 – 240
2 x Ø8 x 700
280
1 x Ø16 x380
1500
75
3,0 load
750 255
4,0
215
2 x Ø8 x 700
1 x Ø16 x 1200
460 80
1 x Ø20 x460
1750
90
1850
660 1 x Ø25 x660
650
Minimum
1 x Ø16 x 1000
390 80
600 100
195
600 140
185
beam
220
120
400
390
40
SA-B– 120
3.0T – 220
SA-ST 5.0T
CFS-FTH-07-90
Table 15
Minimum spacing mm
Minimum
kN
mm
mmthickness of beam
Minimum
between centre „b”
„2 xTable
a” 21
Load thickness
of
7
1 x Ø10 x 650
2 x Ø6 x 400
Ø6
Minimum
spacing
thickness
100%
F
perm
80%
F
perm
range precast
unit Minimum
fcu ≥
f ≥
fcu ≥
f ≥
f ≥
fcu ≥
14„c”
1 x Ø10
x cu
650
2Pull
x Ø6 x 400 cu
Ø 6 cupull
between centre
of precast
unit
15N/mm²
25N/mm²
35N/mm²
15N/mm²Angled
25N/mm² 35N/mm²
"b" 20
"2 x1 a"
(β≤30°)
(β>30°)
x Ø12 x 800
2 x Ø6 x 500
Ø6
[t]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]25
[mm]
1 x Ø12 x 1000
2[kN]
x Ø8 x 600
Ø 6[kN]
CFS-FTH-20-90
CFS-FTH-50-120
5-9
mm
Anchor
80
length
„L”
L80
Load group 2,5t (0,7t – 2,5t)
CFS-FTH-30-120
Load
group 2,5t (0,7t – 650
2,5t)
SA-B 0.7 T – 110
CFS-FTH-40-120
700
SA-ST 0.7T
SA-B– 90
1.4 T – 110
Picture
49
When the load is towards
the narrow
edge,
Minimum thickness Axial and angled lift, β ≤ 30°
reinforcement
for angled pull is necessary.
With reinforcement tails placed as close
to
of beam
Permissible
Reinforcement tail
Link reinforcement
Picture 33 the recess
Picture 34 Edge
former axial
as possible
load
n x Ø x La
nxØxL
reinforcement
2xa
420
Ø20 x 2600
Ø25 x 3000
Page
23
500
400
Page 18
Two Hole Anchor Load Capacity and
Additional Reinforcement Requirements
TECHNICAL MANUAL – 2D SYSTEM
2D-VERSION 06-2013
REINFORCEMENT TYPE USED IN ANCHOR ZONE
TECHNICAL MANUAL – 2D SYSTEM
2D-VERSION 06-2013
REINFORCEMENT TYPES AT ANCHOR ZONE FOR THIN-WALLED PRECAST ELEMENTS
TECHNICAL MANUAL – 2D SYSTEM
La = overall length.
2D-VERSION 06-2013
The bending angle must be ≤ 30 °
TECHNICAL MANUAL – 2D SYSTEM
2D-VERSION 06-2013
Picture 50
Picture 51
REINFORCEMENT TYPES AT ANCHOR ZONE FOR THIN-WALLED PRECAST ELEMENTS
Reinforcement tail
Link and Edge Reinforcement
Angled Pull Reinforcement
Applied load
Angled pull reinforcement is inserted in the
opposite direction to the load.
Picture 39
SR
Picture 38
L
Picture 52
SR = over all length = 2× leg length
Picture 38
Load
of 3× the anchor length.
=the
overall
length.
aDesignation
range
The endsLof
bar may
be straight
The
bending
angle
must
be
≤
30
°
instead of turned in.
Picture
Load group 2,5t (0,7t
– 2,5t)
in the
opposite direction to the load.
Table 22
Picture 39
T ypical additional links as table to be used over a zone
[t]
51
Required for
angled pull
≥30°
Pull (β≤30°)
Slot-in-link
nxØxL
Edge
reinforcement
[mm]
[mm]
Reinforcement tail
n x Ø x La
[mm]
QUICK LIFT ANCHORS
panel edge
reinforcement
Ls (overall
length) = 2 x length of leg
placed alongside
Angled
pull
is inserted
the anchorreinforcement
Picture 53
Ls (overall length) = 2 x length of leg
The
SA-ST
Picture
edge
should be2 installed
on40both sidesØof6 the anchor in1 an
area
to 3 41
x length of the
1.4 T and link reinforcement1,4
x Ø 6 x 400
x Ø10
x 650equalPicture
Concrete strength fcu ≥ 15 N / mm²
anchor.
The
two
links
in
the
vicinity
of
the
anchor
should
be
installed
as
close
as
possible
to
the
recess
former. Table 17
SA-ST 2.0T
2,0
2 x Ø 6 x 500
Ø6
1 x Ø12 x 800
Pull (β≤30°)
Angled pull (β>30°)
SA-ST
2.5T
2,5
Load group 5t (3,0t-5,0t)
Designation
2 x Ø 8 x 600
Load
range
3,0
2 x Ø 8 x 700
[t]
SA-ST
3.0T
SA-ST
4.0T
2 x Ø 8 x 700
Load group4,0
2,5t (0,7t – 2,5t)
SA-ST
5.0T
SA-B 0.7 T5,0
2 x Ø 8 x 800
0,7
Picture
40
SA-B 1.4
T
Load group 10t (5,3t-10t)
1,4
Concrete strength fcu ≥ 15 N / mm²
SA-ST
5.3T
SA-ST
7.5T
SA-ST
10.0T
nxØxL
Edge
reinforcement
Ø8
[mm]
[mm]
1Slot-in-link
x Ø12 x1000
nxØxL
1 x [mm]
Ø14 x1000
[mm]
group 2,5t (0,7t – 2,5t) SA-B 5.0T 14
SA-ST Load
14.0T
4 x Ø10 x1000
5,0
Ls (overall length) = 2 x length of leg
SA-B
0,722
2 x Ø 64 xx 400
SA-ST
22.0T0.7 T
Ø12 x1200
Load group
10t (5,3t-10t)
[mm]
Ø 6 x 450
Ø 6 x 900
Ø6
Picture
41x 400
4xØ6
Ø8
Table 17
2 x Ø10 x 800 Ø14
Ø6
Ø10
4 Ø14
x Ø 6 x 300
Ø28x x2350
41xxØ10
800
Ø12
Ø 8 x 950
Ø 8 x 1200
Ø10 x 1150
Ø10 x 1500
Ø12 x 1550
Ø18x Ø28 x3000 Ø 6 x 450
2 x Ø 6 x 400
Ø6
4 x Ø 6 x 400
2 x Ø10 x 800
Ø10
Ø
4 x8 Ø10 x 800
Ø 6 x 900
Ø12
Ø12 x 1650
2,0
SA-B 7.5T
2 x Ø 6 x 500
7,5
Ø6
4 x Ø 6 x 500
4 x Ø10 x 800
Ø10
Ø
4 x8 Ø10 x 800
Ø 8 x 950
Ø12
Ø14 x 2000
SA-B 2.5T
SA-B 10.0T
2,5
2 x Ø 8 x 600
10
Ø12
Ø 68 x Ø10 x1000
4 x Ø 8 x 600
6 x Ø10 x1000 Ø 8 x 1200
Ø14
Ø10
Ø16 x 2300
Load group 5t (3,0t-5,0t)
Load group 26t (12,5t-26t)
2 x Ø 8 x 700
14
Ø14
Ø 68 x Ø10 x1000
4 x Ø 8 x 700
8 x Ø10 x1000 Ø10 x 1150
Ø14
Ø10
Ø20 x 2600
2 x Ø 8 x 800
22
Ø14
Ø 88 x Ø10 x1200
4 x Ø 8 x 800
8 x Ø10 x1200 Ø10 x 1500
Ø16
Ø12
Ø28 x 3550
Ø10
4 10/29/2013
x Ø10 x 800
Ø12
Ø12 x 1550
SA-B 2.0T
53
Pull (β≤30°)
Edge
SA-B 3.0T
reinforcement
SA-B 4.0T
SA-B 5.0T
10/29/20135,3
Table 22
Reinforcement tail
SA-B 14.0T
3,0
n x Ø x La
SA-B 22.0T
4,0
[mm]
Load group 10t (5,3t-10t)
5,0
2 x Ø10 x 800
alterations
reserved
Page 24
Ø 6 SA-B 5.3T
1 x Ø10 x 6505,3
2 x Ø10 x 800
Ø10
4 x Ø10 x 800
Ø12
Ø12 x 1650
SA-B 7.5T
7,5
4 x Ø10 x 800
Ø10
4 x Ø10 x 800
Ø12
Ø14 x 2000
10
6 x Ø10 x1000
Ø12
6 x Ø10 x1000
Ø14
Ø6
Ø x Ls
1,4
SA-B 5.3T
alterations reserved
Picture
Ø6
Angled pull
reinforcement
2 x Ø 6 x 400
2,0
2 x Ø 6 x 500
Ø6
4 x Ø 6 x 500
Ø8
5,3
2 x Pull
Ø 8 x(β≤30°)
800
Ø8
1 x (β>30°)
Ø16 x1750
Angled pull
SA-B 2.5T
2,5
2
x
Ø
8
x
600
Ø
8
4
x
Ø
8
x
600
Ø10
Load
Slot-in-link
Slot-in-link
7,5
2 x Ø10 x 800
Ø10
1 x Ø20 x1750Angled pull
Edge
Edge
reinforcement
range
Load group
5t (3,0t-5,0t)
reinforcement
reinforcement
10
4 x Ø10 x 800
Ø12
1 x Ø25 x1850
nxØxL
Ø x LØ10
s
SA-B 3.0T
3,0
2 x Ø 8 x 700 n x Ø x LØ 8
4 x Ø 8 x 700
[mm]
[mm]
[mm]Ø12
SA-B 4.0T[t]
4,0 [mm]
2 x Ø 8 x 800 [mm] Ø 8
4 x Ø 8 x 800
Designation
SA-B 1.4 T
Edge
reinforcement
Ø 8 Ls (overall length)
1 x=Ø16
2 x x1200
length of leg
2 x Ø 6 x 400 Ø 8
Ø6
41xxØØ16
6 x x1500
300
Ø8
SA-B 2.0T
Load group 26t (12.5t-26t)
[mm]
Slot-in-link Ø 6
SA-B 10.0T
1 x Ø12 x 800
1 x Ø12 x1000
Page 20
Ø16 x 2300
www.cfsfixings.com
Load group 26t (12,5t-26t)
SA-B 14.0T
14
6 x Ø10 x1000
Ø14
8 x Ø10 x1000
Ø14
Ø20 x 2600
Ø 8 SA-B 22.0T
1 x Ø14 x100022
8 x Ø10 x1200
Ø14
8 x Ø10 x1200
Ø16
Ø28 x 3550
5-10
Type FE - Tilting Anchor
The lifting anchor is made of St 52-3 steel and is used
for erecting and turning thin walled precast units in both
directions. The stress transfer to the concrete occurs
through the reinforcement bar, which is laid over both
sides of the anchor.
a
c
d
b
Part No
Load Group
Dimensions
a
b
c
d
mm
5-11
CFS-FE-14-200
1.4
55
200
6
14
CFS-FE-25-150
2.5
55
150
10
14
CFS-FE-25-230
2.5
55
230
10
14
CFS-FE-40-270
4
70
270
12
18
CFS-FE-50-290
5
70
290
15
18
CFS-FE-75-320
7.5
95
320
18
26
CFS-FE-100-390
10
95
390
20
26
www.cfsfixings.com
TECHNICAL MANUAL – 2D SYSTEM
Tilting Anchor Load Capacity and
Additional Reinforcement Requirements
2D-VERSION 06-2013
LOAD CAPACITY, INSTALLATION DIMENSIONS
TECHNICAL MANUAL – 2D SYSTEM
2D-VERSION 06-2013
LOAD CAPACITY, INSTALLATION DIMENSIONS
Picture 65
Part No
Picture 66
Minimum Spacing
Picture 67
Load Capacities
Additional
Reinforcement
without tail
reinforcement
Axial or angled
load 45>β≤30°
Angled load β>30°
Tilting load
Erecting and
pitching
reinforcement
b
2xa
mm
mm
kN
kN
kN
mm
CFS-FE-14-200
700
100
14
11.2
7
Ø 10 x 700
CFS-FE-25-150
550
120
25
20
12.5
Ø 12 x 800
CFS-FE-25-230
800
120
25
20
12.5
Ø 12 x 800
CFS-FE-40-270
950
150
40
32
20
Ø 16 x 1000
CFS-FE-50-290
1000
160
50
40
25
Ø 16 x 1000
CFS-FE-75-320
1200
250
75
60
37.5
Ø 20 x 1200
CFS-FE-100-390
1500
Picture 300
68
100
80
50
Picture
69
Ø 20 x 1500
Erecting and pitching reinforcement
QUICK LIFT ANCHORS
Minimum thickness
of beam
Reinforcement tail for lifting
Minimum edge distance = b/2
2
Concrete
assumed
be 15N/mm
La = overall
length.
Picture
65 to The
Picture 66
Picture
67
Lv =strength
length before
bending.
height of bend
depend
on the
element
thickness (2 by
x a)the permanent works engineer.The bending angle must be ≤ 30°
The type of mesh present
is determined
Erecting and Pitching Reinforcement
Load group
Load group 1,25t - 1,5t
Table 31
Erecting and pitching
reinforcement
Ø x Lv
Load
range
Reinforcement tail
Ø x La
[t]
[mm]
[mm]
1,25 – 1,5
Ø 8 x 600
Ø 8 x 700
1,4
Ø10 x 700
Ø10 x 650
2,5
Ø12 x 800
Ø12 x 1000
4,0
Ø14 x 950
Ø16 x 1200
5,0
Ø16 x 1000
Ø16 x 1500
7,5
each
Ø20 x 1200
Load group 2,5t (0,7t – 2,5t)
Load group 5t (3,0t-5,0t)
2 No Load
erecting
pitching bars
required
for
Picture
68
groupand
10t (5,3t-10t)
anchor
10,0
and pitching reinforcement
Lv = length beforeErecting
bending
The height of the bend depends on the element thickness
Ø20 x 1750
Picture 69
Ø20 x 1500
Ø20 x 1900
Reinforcement tail for lifting
La = overall length.
Lv = length before bending. The height of bend depend on the
alterations reserved
10/29/2013
Page 28
element thickness
(2 xas
a)the erecting and pitching reinforcement
The bendingprovides
angle must
beresistance
≤ 30°
No angled pull reinforcement
is required
the
required.
Load group
Load group 1,25t - 1,5t
Load group 2,5t (0,7t – 2,5t)
Load
range
Erecting and pitching
reinforcement
Ø x Lv
Table 31
Reinforcement tail
Ø x La
[t]
[mm]
1,25 – 1,5
Ø 8 x 600
[mm]
1,4
Ø10 x 700
Ø10 x 650
2,5
Ø12 x 800
Ø12 x 1000
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Ø 8 x 700
5-12
Type FFA - Flat Foot Anchor
The lifting anchor is made of St 52-3 steel.
The stress transfer to the concrete occurs through the
reinforcement bar, which is laid over the spread foot.
c
a
d
b
w
Part No
Load Group
Dimensions
a
b
c
d
w
mm
CFS-FFA-07-065
0.7
30
65
5
14
100
CFS-FFA-14-068
1.4
30
68
6
14
100
CFS-FFA-20-070
2
30
70
8
14
100
CFS-FFA-25-075
2.5
30
75
10
14
100
CFS-FFA-30-090
3
40
90
10
18
120
CFS-FFA-40-110
4
40
110
12
18
120
CFS-FFA-50-125
5
40
125
15
18
120
4–1
5-13
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SA-FA 2.5T – 75
45928
45929
75
30
10
100
2,5
0,230
SA-FA 3.0T – 90
45930
SA-FA 4.0T – 110
45932
45931
90
40
10
120
3,0
0,380
45933
110
40
12
120
4,0
0,520
SA-FA 5.0T – 125
45934
45935
125
40
15
120
5,0
0,705
Load group 5t (3,0t-5,0t)
Type FFA - Capacity and Additional
Reinforcement Requirements
REINFORCEMENTS TYPE USED IN ANCHOR ZONE
Picture 73
Note:
Part
No
Minimum
thickness
Minimum
Spacing as Permitted
Reinforcement
tails
placed
as close
to the anchor
possible.load
of precast unit
Picture 74
Reinforcement bars
Axial, angled and transverse pull
Ø
L
c
alterations reserved
10/29/2013
Page 30
b
15
25
mm
mm
kN
CFS-FFA-07-065
80
280
7
7
8
200
CFS-FFA-14-068
80
280
14
14
8
250
CFS-FFA-20-070
90
300
18
20
8
300
CFS-FFA-25-075
100
320
20
25
8
300
CFS-FFA-30-090
120
380
28
30
10
400
CFS-FFA-40-110
140
460
37
40
12
450
CFS-FFA-50-125
160
520
44
50
12
500
mm
QUICK LIFT ANCHORS
Concrete strength in N/mm2
Minimum edge distance = b/2
1
1
2
2
1
3
3
1
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5-14
Type FPA - Plate Anchor
The lifting anchor is made of St 52-3 steel. The stress
transfer to the concrete occurs through the reinforcement
bar, which is laid over the plate crosswise.
a
c
b
d
c
Part No
5-15
Load Group
Dimensions
a
b
c
d
mm
mm
mm
mm
CFS-FPA-14-50
1.4
30
50
80
8
CFS-FPA-25-80
2.5
30
80
100
8
CFS-FPA-50-120
5
40
120
100
10
CFS-FPA-100-160
10
60
160
100
12
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SA-FA 2.5T – 75
45928
45929
75
30
10
100
2,5
0,230
SA-FA 3.0T – 90
45930
SA-FA 4.0T – 110
45932
45931
90
40
10
120
3,0
0,380
45933
110
40
12
120
4,0
0,520
5,0
0,705
Load group 5t (3,0t-5,0t)
Flat Plate Anchor Capacity and Additional
Reinforcement Requirements
SA-FA 5.0T – 125
45934
45935
125
40
REINFORCEMENTS TYPE USED IN ANCHOR ZONE
15
120
Minimum
thickness
precast un
L
Designation
"c”
[mm]
[mm]
SA-FA 0.7T – 65
65
80
SA-FA 1.4T – 68
68
80
SA-FA 2.0T – 70
70
90
SA-FA 2.5T – 75
75
100
90
120
110
140
125
160
Load group 2,5t (0,7t – 2,5t)
Load group 10t (5,3t-10t)
SA-FA 3.0T – 90
SA-FA 4.0T – 110
Picture 73
SA-FA
Note:
Minimum thickness Minimum Spacing
Permitted load
Reinforcement tails
placed
as close to the anchor as possible.
of precast
unit
Part No
5.0T – 125
Picture 74
Reinforcement bars
c
b
Axial or angled
load 45>β≤30°
Angled load β>30°
Ø
mm
mm
kN
kN
mm
230
14
11.2
8
200
10/29/2013
CFS-FPA-25-80
110
330
25
20
10
300
CFS-FPA-50-120
150
480
50
40
12
450
CFS-FPA-100-160
200
660
100
80
16
600
Page 30
QUICK LIFT ANCHORS
alterations reserved
CFS-FPA-14-50
80
L
Load gro
SA-FA
SA-FA
SA-FA
SA-FA
Load gro
SA-FA
SA-FA
SA-FA
RECESS FORMER “RBF”
The recess former RBF is made of rubber (picture 7
recess formers are available for load range 1,25 - 26 to
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5-16
Quick Lift Clutch
The lifting clutch is made of special steel casting.
The lifting bolt is inserted into the hole of the
lifting anchor and can be removed afterwards.
Part No
Load Group
CFS-F2-15
1.5
CFS-F2-25
2.5
CFS-F2-50
5
CFS-F2-100
10
CFS-F2-260
26
Use of Quick Lift Clutch
Engagement
Simply insert the lift clutch into the recess formed in the
concrete and close the locking bolt manually, ensure that
it is fully engaged & flush with the concrete surface.
Lifting
The quick lift clutch system can be subjected to loads in
any direction and no extra or special part is required for
angled lifts and turning. It is therefore essential to follow
the instructions regarding rebars in the concrete.
Once the ring clutch has been engaged in the anchor, the
shackle can move in any direction, even under load.
Release
To release, shift the locking bolt back by hand, this will
release the lifting clutch.
Marking
Every ring clutch is marked with the load capacity and
a serial number. Clutches should be examined regularly
and re-tested annually.
5-17
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Rubber Recess
Former Bayonet
Recess former for fixing with holding screw for mounting
plate or bayonet fixing
Part No
Load
Group
a
b
c
Thread
CFS-FRBI-15
1.5
29
62
35
M8
CFS-FRBI-25
2.5
43
104
45
M8
CFS-FRBI-50
5
49
126
59
M8
CFS-FRBI-100
10
67
188
85
M12
CFS-FRBI-260
26
112
233
121
M16
c
b
a
QUICK LIFT ANCHORS
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5-18
Holding Plate
For fastening of the recess former onto the formwork
Part No
Load Group
a
b
c
CFS-FIP-15
1.5
45
15
3
CFS-FIP-25
2.5
73
15
4
CFS-FIP-50
5
85
30
4
CFS-FIP-100
10
128
40
6
CFS-FIP-260
26
178
65
8
b
c
a
Holding Screw
m
For fastening of the recess former through the formwork.
Part No
Load Group
l
m
CFS-FDV-25
2.5
160
M8
CFS-FDV-50
5
160
M8
CFS-FDV-100
10
160
M12
CFS-FDV-260
26
180
M16
l
5-19
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QUICK LIFT ANCHORS
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5-20