Lifting Sockets

Transcription

Lifting Sockets

Lifting Sockets
2-1
www.cfsfixings.com
Contents
Socket Systems
2-3
Tube Cross-Hole Sockets
2-4
Solid Cross-Hole Sockets
2-5
Economy Cross-Hole Sockets
2-6
Lifting Capacities for Cross-Hole Sockets
2-7
Anchorage Reinforcement for Cross-Hole Sockets
2-8
Angled Pull Reinforcement for Cross-Hole Sockets 2-9
2-10
Wavy Tail Socket Anchors
2-11
Lifting Capacities for Wavy Tail Socket Anchors
2-12
Angled Pull Reinforcement for Wavy Tail Socket Anchors
2-14
Shear Reinforcement for Wavy Tail Socket Anchors 2-15
Flat Steel Socket Anchors
2-16
Lifting Capacities for Flat Steel Socket Anchors
2-17
Anchorage Reinforcement for Flat Steel Socket Anchors
2-18
Angled Pull Reinforcement for Flat Steel Socket Anchors
2-19
Crown Foot Socket Anchors
2-20
Lifting Capacities for Crown Foot Socket Anchors
2-21
Anchor Reinforcement for Crown Foot Socket Anchors
2-22
Shear Reinforcement for Crown Foot Anchors
2-23
Crosspin Socket Anchors
2-24
Lifting Capacities for Crosspin Socket Anchors
2-25
Shear Reinforcement for Crosspin Socket Anchors
2-26
Lifting Loops
2-27
Rotating Eyes
2-28
Identification
2-29
Retro Eye
2-30
Accessories
2-31
Accessories
2-32
LIFTING SOCKETS
Shear Reinforcement for Cross-Hole Socket Anchors
10
www.cfsfixings.com
2-2
Socket Systems
Cross Hole Sockets
Tube Sockets
Solid Sockets
Economy Sockets
Solid Crosspin Sockets
Flat Plate Socket Anchors
Wavy Tail Anchors
Short
2-3
Long
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Tube Cross-Hole Sockets
d
• Electroplated or stainless steel
• Precision steel tube (S355)
• Rd thread
g
• The socket is anchored into the concrete unit using a
reinforcement bar threaded through the cross-hole.
L
• A pressed-plastic stopper prevents the penetration of
the concrete from below into the thread.
e
• Sockets can be used in a wide range of applications
due to the flexible way in which the reinforcement can
be applied; pipes, walls, slabs
Part No
Zinc Plated
Part No
Stainless Steel
Load Group
Dimensions of socket
CFS-LS-12
CFS-LSS-12
0.5
Rd 12
40
22
8
CFS-LS-16
CFS-LSS-16
1.2
Rd 16
54
27
13
d
L
g
e
mm
CFS-LS-20
CFS-LSS-20
2
Rd 20
69
35
15
CFS-LS-24
CFS-LSS-24
2.5
Rd 24
78
43
18
CFS-LSS-30
4
Rd 30
103
56
22
CFS-LSS-36
6.3
Rd 36
125
68
27
CFS-LS-42
CFS-LSS-42
8
Rd 42
145
80
32
CFS-LS-52
CFS-LSS-52
12.5
Rd 52
195
97
40
Essential Steps:
Check Lifting Load Capacity Table page 2-7
LIFTING SOCKETS
CFS-LS-30
CFS-LS-36
Axial Pull – Include Anchorage Reinforcement page 2-8
Angled Pull – Include Anchorage Reinforcement page 2-8 and Angled Reinforcement page 2-10
Shear Pull – include Anchorage Reinforcement page 2-8 and Shear Reinforcement page 2-9
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2-4
Solid Cross-Hole Sockets
d
• Precision Electroplated or Stainless Steel Solid Rod
• M thread
g
L
• This socket provides the highest corrosion resistance as
there is protection by solid stainless steel
e
• These sockets may also be used as fixing sockets
Part No
Zinc Plated
Part No
Stainless Steel
Load Group
d
L
Outside
Diameter
g
e
d
mm
CFS-LSRH-10
CFS-LSRHS-10
0.4
M 10
50
21
9
16
CFS-LSRH-12
CFS-LSRHS-12
0.5
M 12
50
23
11
16
CFS-LSRH-16
CFS-LSRHS-16
1.2
M 16
75
26
14
22
CFS-LSRH-20
CFS-LSRHS-20
2
M 20
75
33
16
27
CFS-LSRH-24
CFS-LSRHS-24
2.5
M 24
100
42
18
32
CFS-LSRH-30
CFS-LSRHS-30
4
M 30
125
54
22
40
Essential Steps:
Lifting – Check Lifting Load Capacity Table page 2-7
Fixing – Check Fixing Load Capacity Table page 3-4
2-5
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Economy Cross-Hole Sockets
• An economical range of flat end lifting sockets
d
• Zinc plated or Stainless Steel
g
• M thread
e
L
Part No.
Zinc Plated
Part No.
Stainless Steel
Load Group
CFS-LSE-12
CFS-LSES-12
0.5
CFS-LSE-16
CFS-LSES-16
1.2
CFS-LSE-20
CFS-LSES-20
CFS-LSE-24
CFS-LSES-24
d
L
g
e
M 12
60
25
10.3
M 16
79
27
13.3
2
M 20
99
37
15.3
2.5
M24
112
43
17.3
mm
Check Lifting Load Capacity Table page 2-7
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LIFTING SOCKETS
Essential Steps:
2-6
Lifting Capacities for
Cross-Hole Sockets
Part No
Load Group
Typical Installation Conditions
Axial Load
Shear Load
Edge Distance
Element
thickness
Fv
FQ
Ccr
hcr
Min Concrete Strength (N/mm2)
15
mm
25
15
25
kN
CFS-LS*-10
0.4
140
80
8
9
3.7
4.8
CFS-LS*-12
0.5
140
80
11
12
4.1
5.3
CFS-LS*-16
1.2
180
100
17
18
6.2
8
CFS-LS*-20
2
250
120
30
36
12
15.6
CFS-LS*-24
2.5
300
120
37
40
12.8
16.6
CFS-LS*-30
4
350
160
48
52
20.8
26.8
CFS-LS*-36
6.3
400
160
63
76
20.8
26.8
CFS-LS*-42
8
500
200
80
102
20.8
26.8
CFS-LS*-52
12.5
600
200
125
140
35
45
LS* - LS, LSRH or LSE
These tables are for these sockets to be used as lifting devices. They should be compared the loads calculated using the
method outlined in section 1 of this catalogue and include consideration of dynamic factors, formwork adhesion etc.
These tables show a typical situation and you should check your situation is within these parameters. If your situation
falls out of these parameters, please contact CFS for bespoke advice and calculations.
Where two or more sockets are in use, they should be spaced at a minimum of 2xCcr apart.
Minimum reinforcement of two layers of 131mm2/m mesh.
15°
Fv Fv
60°
Fs Fs
FQ
hcr hcr
CcrCcr
ds
D min
D min
ds
hcr hcr
CcrCcr
D min
L1
h cr
L
Axial Pull – Include Anchorage Reinforcement
page 2-8
2-7
Ccr
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Angled Pull – Include Anchorage
Reinforcement page 2-8 and Angled
Reinforcement page 2-9
Shear Pull – include Anchorage Reinforcement
page 2-8 and Shear Reinforcement page 2-10
Anchorage Reinforcement for
Cross-Hole Sockets
Cross-hole sockets must be used with anchorage reinforcement.
Part No
Load Group
Reinforcement B500B (min)
ds
G
Dmin
mm
CFS-LS*-10
0.4
6
250
60
CFS-LS*-12
0.5
6
300
60
CFS-LS*-16
1.2
12
350
70
CFS-LS*-20
2
12
400
80
CFS-LS*-24
2.5
16
500
116
CFS-LS*-30
4
16
600
135
CFS-LS*-36
6.3
20
600
150
CFS-LS*-42
8
25
650
200
CFS-LS*-52
12.5
32
900
300
The legs of the reinforcement should be vertical
as shown here, or may be angled up to 60° from
the vertical depending on the application.
G
n
mi
LIFTING SOCKETS
D
ds
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2-8
Angled Pull Reinforcement for
Cross-Hole Sockets
Where the lifting chains are angled greater than 15° from
the vertical, the additional reinforcement must be used
and placed on the opposite side of the socket, opposing
the pull force. This reinforcing bar should touch the
socket where it wraps around and be located as close to
the concrete surface as cover allows.
Part No
Load Group
ds
L
Dmin
mm
CFS-LS*-10
0.4
8
130
32
CFS-LS*-12
0.5
8
130
32
CFS-LS*-16
1.2
8
170
32
CFS-LS*-20
2
10
220
40
CFS-LS*-24
2.5
10
240
40
CFS-LS*-30
4
16
265
56
CFS-LS*-36
6.3
16
285
56
CFS-LS*-42
8
20
350
140
CFS-LS*-52
12.5
20
370
140
Fv
15°
Fs
hcr
FQ
Ccr
hcr
D min
ds
Ccr
Ccr
hcr
L
15°
2-9
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FQ
Shear Reinforcement for
Cross-Hole Socket Anchors
Where the unit is being tilted, or the lift is in the edge of
the element resulting in a shear pull on the socket, the
reinforcement shown here must be used. This reinforcing
bar should touch the socket where it wraps around and be
located as close to the concrete surface as cover allows.
Part No
Load Group
ds
L1
Dmin
mm
CFS-LS*-10
0.4
8
95
24
CFS-LS*-12
0.5
8
95
24
CFS-LS*-16
1.2
8
130
32
CFS-LS*-20
2
10
170
40
CFS-LS*-24
2.5
10
185
48
CFS-LS*-30
4
16
195
48
CFS-LS*-36
6.3
16
200
64
CFS-LS*-42
8
16
215
64
CFS-LS*-52
12.5
20
220
140
15°
LIFTING SOCKETS
31
15°
FQ
D min
60 °
ds
ds
D min
D min
Ccr
ds
h cr
D min
L
L1
L
31
60 °
15°
2-10
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ds
ds
ds
L
Wavy Tail Socket
Anchors
d
g
• Rd thread
The socket is anchored into the concrete unit using
0102• 6
its integral reinforcement bar. No need for anchorage
ng
reinforcement
u
g
i
n
i
e
ch • Quick and easy to fix into unit
ds
• Wavy Tail Short Anchors are typically used in beams
L
• Wavy Tail Long Anchors are typically used in panels
and walls
a.
wicht
e
Stück
Die Lasttabellen sind auf zwei BetonWürfeldruckfestigkeiten aufgebaut:
15 N/mm2 und 25 N/mm2.
Alle Lasten sind an Staatl. Materialprüfungsämtern
in entsprechenden
VerPart No
Part No
Load Group
4,60
Zinc Platedsuchen Stainless
Steel
ermittelt worden, und des sind die
L
2,60
mm
Sicherheiten garantiert, die durch
die
Wavy Tail Short Types
für Transportanker
hes Gewinde „Sicherheitsregeln
Rundgewinde
mit
ca.
CFS-WAS-12-108
CFS-WASS-12-108
0.5
Rd 12
108
4,80
und -systeme
von Betonfertigteilen“
der167
metrischer
Steigung
Gewicht
CFS-WAS-16-167
CFS-WASS-16-167
1.2
Rd 16
0,90
Berufsgenossenschaften
gefordert
sind.je187
CFS-WAS-20-187
CFS-WASS-20-187
2
Rd 20
kg]
CFS-WAS-24-240
CFS-WASS-24-240
2.5
Rd 24
100 Stück
240
1,90
d x L sind
Die Gewindeteile
galvanisch
CFS-WAS-30-300
CFS-WASS-30-300
4
Rd 30 mit 4 –300
Bestell-Nr.
[mm]
Bestell-Nr.
[kg]
CFS-WAS-36-380
CFS-WASS-36-380
6.3
Rd 36
380
0,40
6 µm Auflage verzinkt.
CFS-WAS-42-450
CFS-WASS-42-450
8
Rd 42
CFS-WAL-20-257
CFS-WALS-20-257
Rd 16 x 320
CFS-WALS-30-450
Rd 18 x 360
2
CFS-WALS-24-360
2.5
k3116lrRd 24
k3118lrRd 30
CFS-WALS-36-570
6.3
450
Wavy Tail Long
0
k3112lm
Rd 12
x 300
k3112lr
14,60
SieTypes
können
auch
in rostfrei
oder
6,90
CFS-WAL-12-137
CFS-WALS-12-137
0.5
Rd 12
137
mechanisch
0
k3114lm
Rd 14verzinkt
x 310 geliefert
k3114lrwerden.22,60
7,10
CFS-WAL-16-216
CFS-WALS-16-216
1.2
Rd 16
216
0
k3116lm
8,90
CFS-WAL-24-360
CFS-WAL-30-450
6,10
CFS-WAL-36-570
4
Rd 20
Rd 36
257
34,80
360
450
50,90
570
0
0
CFS-WALS-42-620
Rd 42
620
In den Schroeder-Tabellen
ist die
k3120lm
Rd 20 x 400 8 k3120lr
61,90
CFS-WAL-52-880
CFS-WALS-52-880
12.5
Rd 52
880
Laststufe
der Praxis
übliche 90,40
k3124lm
Rdeine
24 xin
450
k3124lr
Belastungsangabe für Transportanker
Essential
Steps:
und
-systeme,
k3130lm
Rd 30 xdie
600pro Gewinde
k3130lr für alle
186,90
ist.
Lifting – Artikelgruppen
Check LiftingRd
Load36
Capacity
Table page
2-12 and 2-13
k3136lm
x gleich
750
k3136lr
347,10
0
0
Tragfähigkeit
die Höchstbelastung
k3142lm
Rd 42 ist
x 850
k3142lr
498,90
Shear Pull – include Shear Reinforcement page 2-15
nach
den
„Sicherheitsregeln
für
k3152lm
Rd 52 x 900
k3152lr
756,10
0
0
CFS-WAL-42-620
ds
g
22
Die Lasttabellen
sind auf
27
würfeldruckfestigkeiten
a
Würfeldruckfestigkeiten
16
35
2
2
20 15 N/mm43 und 25 N/mm
8
12
20
56
Alle Lasten
sind an Staa
69
28 prüfungsämtern
80
in entsp
suchen ermittelt worden
8
22
Sicherheiten
garantiert,
12
27
für Tr
16 „Sicherheitsregeln
35
20 und -systeme
43
von Beton
20
56
Berufsgenossenschaften
25
25
28
28
69
80
Die Gewindeteile
sind ga
90
6 µm Auflage verzinkt.
Sie können auch in rostf
mechanisch verzinkt gel
Angled Pull – Include Angled Reinforcement page 2-14
Transportanker und -systeme von Betonfertigteilen“, wobei alle Sicherheitsfaktoren für Seilbruch (4), Stahl- und
Betonbruch (3) enthalten sind.
m]
g
252-11
25
www.cfsfixings.com
In den Schroeder-Tabelle
Laststufe eine in der Pra
Belastungsangabe für Tra
und -systeme, die pro Ge
Artikelgruppen gleich ist
Tragfähigkeit ist die Höc
nach den „Sicherheitsreg
Transportanker und -syst
fertigteilen“, wobei alle S
faktoren für Seilbruch (4
Lifting Capacities for Wavy
Tail Socket Anchors
falls out of these parameters, please contact CFS for bespoke advice and calculations. The capacities are the same for
both electroplated and stainless steel anchors.
Wavy Tail Short Types Table
Part No
Load
Group
Typical Installation
Conditions
Axial Load
Edge
Distance
Element
thickness
Ccr
hcr
15
mm
Angled Load
Shear Load
25
15
25
15
25
kN
Wavy Tail Short Types
CFS-WAS-12-118
0.5
95
140
5
7
5
7
4.3
5.6
CFS-WAS-16-167
1.2
135
195
14.4
18.5
12
15.5
13.4
14
CFS-WAS-20-187
2
170
215
20
26
20
26
15.8
20.3
CFS-WAS-24-240
2.5
220
270
27.6
36
25
32.2
18
23.2
CFS-WAS-30-300
4
275
330
40
50.4
40
50.4
35.7
46.1
CFS-WAS-36-380
6.3
300
415
63
81.3
63
81.3
35.7
46.1
CFS-WAS-42-450
8
400
480
80
103.3
80
103.3
45
58.1
15°
Fv Fv
D min
ds
ds
Ccr Ccr
hcr hcr
Ccr Ccr
L1
D min
FQ
hcr hcr
D min
60 °
Fs Fs
LIFTING SOCKETS
Ccr
hcr
L
Axial Pull
Angled Pull – Angled Reinforcement
page 2-14
Shear Pull – Shear Reinforcement page 2-15
D min
Fv Fv
Fs Fs
D min
ds
hcr hcr
Ccr Ccr
L1
FQ
ds
D min
60 °
15°
hcr hcr
Ccr Ccr
L
Ccr
hcr
www.cfsfixings.com
2-12
Wavy Tail Long Types Table
Part No
Load
Group
Typical Installation
Conditions
Axial Load
Edge
Distance
Element
thickness
Ccr
hcr
15
mm
Angled Load
Shear Load
25
15
25
15
25
kN
Wavy Tail Long Types
CFS-WAL-12-137
0.5
CFS-WAL-16-216
1.2
CFS-WAL-20-257
2
CFS-WAL-24-360
2.5
CFS-WAL-30-450
4
CFS-WAL-36-570
6.3
CFS-WAL-42-620
8
CFS-WAL-52-880
12.5
150
200
250
300
350
500
500
600
60
5
7
5
7
2.5
2.6
80
6.7
8.6
6.7
9.3
2.7
3.5
100
8.3
10.9
8.3
10.9
3.3
4.3
130
10.9
10.9
10.9
10.9
4.3
5.6
80
14.4
18.5
12
15.5
7.4
9.6
100
18
23.2
15
19.4
8
10.3
120
21.6
25.4
18
23.2
11.1
14
145
25.4
25.4
21.8
25.4
13.4
14
100
20
26
20
25.8
9
11.5
120
24
30.9
24
30.9
11.6
13.9
140
28
34.1
28
34.1
12.6
16.3
175
34.1
34.1
34.1
34.1
15.8
20.3
100
27.6
35.6
25
32.2
9
11.6
120
33.1
42.7
27
34.9
10.8
13.9
140
38.6
45.7
31.6
37.6
12.6
16.2
200
45.7
45.7
45.7
45.7
18
23.2
120
34.2
44.2
34.2
44.2
17.1
22.1
140
40
51.6
40
51.6
20
25.8
160
45.6
58.9
45.6
58.9
22.8
29.4
250
69.1
69.1
69.1
69.1
35.7
46.1
140
55.9
72.2
55.1
71.1
18.8
24.2
160
63.9
82.6
63
81.3
21.5
27.8
180
71.9
92.8
70.8
91.5
25.6
33.1
220
100.4
113
86.6
111 .8
31.5
40.6
250
113
113
98.4
113
35.7
45.1
160
86.8
112
80
103.3
22.4
29
180
97.6
126
90
116.2
25.2
35.5
200
108.5
138.5
100
129
28
36.1
240
130.2
138.5
106.7
137.7
40
51.6
300
138.5
138.5
133.3
138.5
45
58.1
200
146.6
180
125
161.4
38
49
240
175.2
180
150
180
45.6
58.8
280
180
180
175
180
62.5
62.5
300
180
180
180
180
62.5
62.5
15°
Fv Fv
D min
ds
D min
Ccr Ccr
ds
hcr hcr
Ccr Ccr
L1
Ccr
hcr
L
Axial Pull
2-13
FQ
hcr hcr
D min
60 °
Fs Fs
Angled Pull – Angled Reinforcement
page 2-14
www.cfsfixings.com
15°
Shear Pull – Shear Reinforcement page 2-15
Part No
Load Group
ds
L
Dmin
mm
CFS-WA*-12
0.5
8
130
32
CFS-WA*-16
1.2
8
170
32
CFS-WA*-20
2
10
220
40
CFS-WA*-24
2.5
10
240
40
CFS-WA*-30
4
16
265
56
CFS-WA*-36
6.3
16
285
56
CFS-WA*-42
8
20
350
140
CFS-WA*-52
12.5
20
370
140
WA* - WAL or WAS
15°
Fs
hcr
FQ
Ccr
LIFTING SOCKETS
Fv
hcr
D min
ds
CC
cr
cr
hcr
L
15°
Fv
Fs
hcr
www.cfsfixings.com
FQ
ds
2-14
Where the unit is being tilted, or the lift is in the edge of
the element resulting in a shear pull on the socket, the
reinforcement shown here must be used. This reinforcing
bar should touch the socket where it wraps around and be
located as close to the concrete surface as cover allows.
Part No
Load Group
ds
L1
Dmin
mm
CFS-WA*-12
0.5
8
95
24
CFS-WA*-16
1.2
8
130
32
CFS-WA*-20
2
10
170
40
CFS-WA*-24
2.5
10
185
48
CFS-WA*-30
4
16
195
48
CFS-WA*-36
6.3
16
200
64
CFS-WA*-42
8
16
215
64
CFS-WA*-52
12.5
20
220
140
WA* - WAL or WAS
15°
31
15°
FQ
D min
60 °
ds
ds
D min
D min
Ccr
ds
hcr
L
L1
D min
31
15°
15°
60 °
FQ
www.cfsfixings.com
ds
n
2-15
L
ds
ds
• Rd thread
• The flattest profile lifting socket available
• The socket is anchored into the concrete unit using
reinforcement over its flat plate.
• Sockets are typically used in slabs
Part No
ar
Load Group
aA
d
h
e
a
b
t
0.5
Rd 12
30
22
35
25
3
CFS-FA-16
1.2
Rd 16
35
27
50
35
3
CFS-FA-20
2
Rd 20
47
35
CFS-FA-24
2.5
Rd 24
54
43
ar
60
60
5
80
60
5
CFS-FA-30
4
Rd 30
72
56
100
80
6
CFS-FA-36
6.3
Rd 36
84
68
130
100
6
CFS-FA-42
8
Rd 42
100
80
130
130
8
CFS-FA-52
12.5
Rd 52
120
100
150
130
8
LIFTING SOCKETS
mm
CFS-FA-12
Essential Steps:
Axial Pull - include Anchorage Reinforcement page 2-18
Angled Pull - include Anchorage Reinforcement page 2-18 and Angled Reinforcement page 2-19
Shear Pull - include Anchorage Reinforcement page 2-18 and Angled Reinforcement page 2-20
www.cfsfixings.com
2-16
Lifting Capacities for Flat
Steel Socket Anchors
Part No
Load Group
Edge Distance
Element Thickness
Axial or Angled Load ≤ 45º
Ccr
hcr
15
mm
mm
kN
25
CFS-FA-12
0.5
180
80
5
6.5
CFS-FA-16
1.2
250
90
12
15.5
CFS-FA-20
2
300
110
20
25.8
CFS-FA-24
2.5
400
125
25
32.3
CFS-FA-30
4
500
150
40
51.6
CFS-FA-36
6.3
650
165
63
81.3
CFS-FA-42
8
650
180
80
103.3
CFS-FA-52
12.5
750
215
125
161.4
Include minimum slab reinforcement in slab as shown in the table on page 2-18
Axial Pull – Include Anchorage Reinforcement
page 2-18
2-17
www.cfsfixings.com
Angled Pull – Include Anchorage
Reinforcement page 2-18 and Angled
Shear Pull – include Anchorage
Reinforcement page 2-18 and Shear
Anchorage Reinforcement for
If you have used the capacities described as “with
anchorage reinforcement” then the following
reinforcement must be included in the element you are
lifting. Please ensure that the reinforcement touches the
end plate of the socket.
Part No
Reinforcement B500B (min) for Axial Load
n x ds
Min Slab
Reinforcement
Ls
L0
Lges
B500M
mm
CFS-FA-12
2x6
60
60
250
Q188A
CFS-FA-16
2x8
70
90
420
Q188A
CFS-FA-20
4 x 10
80
90
640
Q188A
CFS-FA-24
4 x 10
100
90
640
Q188A
CFS-FA-30
4 x 12
110
110
830
Q257A
CFS-FA-36
4 x 16
120
140
1140
Q335A
CFS-FA-42
4 x 16
120
140
1250
Q424A
CFS-FA-52
4 x 20
150
160
1530
Q524A
LIFTING SOCKETS
www.cfsfixings.com
2-18
Part No
Load Group
ds
L
Dmin
mm
CFS-FA-12
0.5
8
130
32
CFS-FA-16
1.2
8
170
32
CFS-FA-20
2
10
220
40
CFS-FA-24
2.5
10
240
40
CFS-FA-30
4
16
265
56
CFS-FA-36
6.3
16
285
56
CFS-FA-42
8
20
350
140
CFS-FA-52
12.5
20
370
140
15°
ds
dmin
ds
dmin
L1
L1
2-19
www.cfsfixings.com
• Zinc plated
• Rd thread
• Easy to install requiring no anchorage reinforcement
• Economical solution
• Sockets are typically used in light to medium weight
beam applications
Part No
Load Group
d
L
mm
CFS-CRA-16-80
1.2
Rd 16
80
CFS-CRA-20-100
2
Rd 20
100
CFS-CRA-24-115
2.5
Rd 24
115
CFS-CRA-30-120
4
Rd 30
120
CFS-CRA-30-150
4
Rd 30
150
Essential Steps:
www.cfsfixings.com
LIFTING SOCKETS
For most applications no additional reinforcement will be required. Enhanced capacities may be achieved by using
additional reinforcement as guided by the capacity tables.
2-20
Part No
Load
Group
Axial Load
Shear Load
without rebar
with rebar
Edge
Distance
Element
thickness
C1, C2, C3,
C4
d
15
mm
25
without rebar
with rebar
15
15
25
15
25
5.2
6.8
13.1
14.4
14.1
22.5
7.5
9.7
14.4
14.4
kN
CFS-CRA-16-80
1.2
110
110
8.2
11.9
CFS-CRA-20-100
2
140
130
12.9
16.7
CFS-CRA-24-115
2.5
160
150
16.2
20.9
18.8
31.3
9.5
12.3
17.2
20.7
CFS-CRA-30-120
4
170
150
17.3
22.3
28.4
40.8
10.5
13.6
19
20.7
CFS-CRA-30-150
4
210
180
24.3
31.4
33.4
50.2
14.3
18.5
28.7
36.9
Where there is axial load and shear load at the same time, please ensure that the each of the axial and shear
components are less than the capacities and also that:
Axial Component
Axial Capacity
+
Shear Component
Shear Capacity
≤
1.2
Where two or more sockets are in use, they should be spaced at a minimum of 2xC apart.
Crown Foot Axial Reinforcement – See page 2-23
Crown Foot Shear Reinforcement – include hear Reinforcement page 2-24
b
N
V
C2
d
C1
V
C1
2-21
25
C2
www.cfsfixings.com
C3
C4
Anchor Reinforcement for
Lh
Where the values with reinforcement have been
used from the load capacities table, the following
reinforcement must be included.
Part No
edge bars for
shear loads
CFS-CRA-20-100
CFS-CRA-24-115
Load Group
n
2
4
mm
2.5x e
0,5
4
d
Lb
120
50
10
140
50
U bars for axial
10 loads
e
CFS-CRA-30-120
4
4
12
150
50
CFS-CRA-30-150
4
4
12
180
75
Lh
e
e
If your element does not allow the inclusion of this reinforcement, please discuss with CFS as alternative solutions can
be designed for your particular problem.
LIFTING SOCKETS
0,5 x e
e
e
U bars for axial
loads
www.cfsfixings.com
2-22
Crown Foot Anchors
shearused
U barfrom the
shear
bar
loadUcapacities
table, the following
reinforcement must be included.
Part No
Load Group
edge bars for
shear loads
U-Bars
d
U bars for axial U bar
loads
edge bars for
shear loads
Standard Edge Bars
Lb
d
e
mm
CFS-CRA-16-80
1.2
10
200
8
≤ 100
CFS-CRA-20-100
2
10
200
10
≤ 100
CFS-CRA-30-120
4
12
CFS-CRA-30-150
4
16
250
edge bars10for
shear loads
10
≤ 100
e
edge bars
200 for
shear loads
220
≤ 100
U bars for axial U bar
loads
≤ 100
10
e
Edge Bars
e
U-Bar
12
e
shear U
bar
shear U 2.5
bar
CFS-CRA-24-115
0,5 x e
0,5 x e
Lb
Lb
If your element does not allow the inclusion of this reinforcement, please discuss with CFS as alternative solutions can
be designed for your particular problem.
Lb
2-23
Lb
www.cfsfixings.com
d
• Zinc Plated or Stainless Steel Solid Rod and Crosspin
• M thread
L
crosspin provided through the cross-hole.
• In stainless steel, this socket provides the highest corrosion
resistance as there is protection by solid stainless steel
• Sockets used in axially require no further reinforcement
• These sockets may also be used as fixing sockets
Part No Zinc Plated
Part No Stainless Steel
Load Group
f
d
L
F
mm
CFS-LSRB-10-50
CFS-LSRBS-10-50
0.4
M10
50
50
CFS-LSRB-12-50
CFS-LSRBS-12-50
0.5
M12
50
75
CFS-LSRB-12-75
CFS-LSRBS-12-75
0.5
M12
75
75
CFS-LSRB-16-75
CFS-LSRBS-16-75
1.2
M16
75
75
CFS-LSRB-20-75
CFS-LSRBS-20-75
2
M20
75
90
CFS-LSRB-24-100
CFS-LSRBS-24-100
2.5
M24
100
100
Essential Steps:
Fixing – Check Fixing Load Capacity Table page 3-9
For most applications no additional reinforcement will be required. Enhanced capacities may be achieved by using
additional reinforcement as guided by the capacity tables.
www.cfsfixings.com
LIFTING SOCKETS
2-24
falls out of these parameters, please contact CFS for bespoke advice and calculations. If you wish to uses these sockets
for permanent fixing, please consult the table on page 3-9.
Part No
Zinc Plated
Part No
Stainless Steel
Load
Group
Axial Load
Shear Load
without rebar
Edge Distance
Element
thickness
C1, C2
d
15
C3, C4
mm
with rebar
25
15
25
15
25
kN
CFS-LSRB-12-50
CFS-LSRBS-12-50
0.5
90
55
80
5
6.4
1.8
2.3
4.3
5.2
CFS-LSRB-12-75
CFS-LSRBS-12-75
0.5
125
90
100
9.4
12.2
3.7
4.8
7.5
9.2
CFS-LSRB-16-75
CFS-LSRBS-16-75
1.2
120
80
100
8.4
10.9
3.3
4.3
7.5
9.2
CFS-LSRB-20-75
CFS-LSRBS-20-75
2
120
75
100
8.3
10.7
3.1
4
7.5
9.2
CFS-LSRB-24-100
CFS-LSRBS-24-100
2.5
160
100
130
12
15.5
4.9
6.3
17.2
20.7
Where there is axial load and shear load at the same time, please ensure that the each of the axial and shear
components are less than the capacities and also that:
Axial Component
Axial Capacity
+
Shear Component
Shear Capacity
≤
1.2
Where two or more sockets are in use, they should be spaced at a minimum of 2xC3 apart.
Crosspin Shear Reinforcement – where required, please see page 2-27
2-25
www.cfsfixings.com
used from the load capacities table, the following
reinforcement must be included. This U-Bar should be
touching the socket and placed as close to the surface as
concrete cover allows.
Part No Zinc Plated
Part No Stainless Steel
Load Group
U-Bars
d
Lb
mm
CFS-LSRB-10-50
CFS-LSRBS-10-50
0.4
8
100
CFS-LSRB-12-50
CFS-LSRBS-12-50
0.5
8
100
CFS-LSRB-12-75shear
U bar CFS-LSRBS-12-75
edge
8 bars for
shear
loads
8
0.5
U bar
l
130
CFS-LSRBS-16-75
1.2
CFS-LSRBS-20-75
2
8
130
130
CFS-LSRB-24-100
CFS-LSRBS-24-100
2.5
12
200
e
CFS-LSRB-16-75
CFS-LSRB-20-75
LIFTING SOCKETS
Lb
Lb
www.cfsfixings.com
2-26
Lifting Loops
The CFS lifting loop is designed for use with CFS threaded
socket systems. Loops are available from 12 to 52 mm
sizes in both Rd & M thread types. The load capacity for
each application is to be taken from the corresponding
tables. The CFS loops can be subjected to a diagonal
lift up to 45°. If a transverse loading is to be applied, a
rotating eye should be used.
Loops should be discarded immediately if a wire strand
has broken. Loops carry an individual number identifiable
to a certificate. The loops also have a tag indicating the
load group of the loop. The tag is colour coded showing
which load category threaded anchor the loop should be
used with. All tags are CE marked.
M and Rd Thread Compatibility
Rd thread loops should only be used in Rd sockets. M
thread loops can be used in either Rd or M thread sockets
with no reduction in load capacity.
Part No
Load Group
d
L
Colour Tag
g
s
mm
CFS-LL-12
0.5
CFS-LL-16
1.2
M/Rd 12
M/Rd List
16
130
22
6
Orange
170
27
8
Red
42
CFS-LL-20
2
M/Rd 20
210
35
10
Light Green
CFS-LL-24
2.5
M/Rd 24
260
43
12
Black
CFS-LL-30
4
M/Rd 30
340
56
16
Dark Green
CFS-LL-36
6.3
M/Rd 36
380
68
18
Blue
CFS-LL-42
8
M/Rd 42
420
80
20
Grey
CFS-LL-52
12.5
M/Rd 52
550
97
26
Yellow
h
The lifting capacities of the loops exceed those of the sockets they fit, so please refer to the load capacity table for the
sockets to make selections for your application.
Approx.
weight
per
piece
Load capacity
[kg]
[kg]
2-27
axial
0.06
900
0.10
1400
www.cfsfixings.com
l
e
45° minimum angle
for lifting
Die fortschrittlichste Generation der An
The advanced Generation of attachmen
Rotating Eyes
The CFS Rotating Eye is used to transport precast
elements with socket anchors. It is designed for inclined
lifting operations up to 90° and thus is used for tilting
and shear lifting operations. It is also our most durable
option for lifting operations.
D1
The rotating eye is easy to attach or remove due to the
forged hexagon shaped body of the swivel. There is also a
crimp on the link to prevent it from kinking. Both external
and internal surfaces are protected against corrosion by a
tough galvanized coating. The link can swing more than
180° and rotate 360° and it can rotate under load which
also means that it is not possible to loosen the baseplate
under load.
e
M
Rotating eyes carry an individual number identifiable to
a certificate. The eyes have a marking indicating the load
group of the loop. All eyes are CE marked.
Part No
Load Group
» Erhöhu
unter B
Funktio
» Leichte
durch g
am Wir
» Quetsc
Verklan
» Korrosio
Überzu
» Über 18
» Vierfach
allen Be
» Unter L
» Eindeu
der Tra
M
D1
e
mm
0.4
M10
36.5
18
0.5
M12
36.5
18
CFS-RE-16
1.2
M16
36.5
20
CFS-RE-20
2
Anschlagpunkte
Anschlagpunkte
M20
52
30
CFS-RE-24
2.5
M24
CFS-RE-30
4
M30
CFS-RE-36
6.3
Lift
Generation
eneration
der
derAnschlagwirbel
Anschlagwirbel
CFS-RE-42
8
ation
ion ofofattachment
attachment
swivels
swivels12.5
CFS-RE-52
Lifting
Lifting
Points
Points
57
30
70
35
M36
81
50
M42
81
60
M52
104
60
45°
60°
LIFTING SOCKETS
CFS-RE-10
CFS-RE-12
» Eindeut
Neigung
Anschla
» Zusätzlic
Drehen
» Mit Hil
keitsta
Ablege
ageanweisungen
tageanweisungen
finden
finden
Sie
Sie
m
um
Download.
Download.
» Verbes
The
The
corresponding
corresponding
operating-/assembly
operating-/assembly
instructions
instructions
can
can
bebe
found
found
onon
www.jdt.de
www.jdt.de
forfor
download.
download.
1 1
1 1
2 2
2 2
2 2
0° 0°
90°90°
0° 0°
90°90°
t t
t t
t t
t t
t t
t t
t t
t t
1,01,0
0,50,5
2,02,0
1,01,0
0,70,7
0,50,5
1,01,0
0,75
0,75
1,41,4
0,70,7
2,82,8
1,41,4
1,01,0
0,70,7
1,41,4
1,01,0
0° 0°
– 45°
– 45°
mecha
Abstüt
» Sämtlic
auf Anf
3 o.
3 o.
4 4
45°45°
– 60°
– 60°
0° 0°
– 45°
– 45°
MOR
45°45°
– 60°
– 60°
Tragfähigkeit
Tragfähigkeit
| WLL
| WLL
2,02,0
1,01,0
4,04,0
2,02,0
1,41,4
1,01,0
2,12
2,12
1,51,5
2,82,8
1,41,4
5,65,6
2,82,8
2,02,0
1,41,4
3,03,0
2,12
2,12
www.cfsfixings.com
2-28
Identification
The following identification information data is stencilled
in every rotating eye (figure):
Use and Operation
The rotating eye is screwed into the lifting anchor. Insert
threaded bolt deep enough to achieve a close fit between
the concrete and the base plate. If the unit is lifted the
wide base plate is supported by the concrete, and an
undesirable bending of the threaded bolt is prevented.
For correct installation of the rotating eye it is essential
that: The contact surface of the base plate is absolutely at
right angles to the longitudinal axis of the lifting anchor.
If precast concrete units are being lifted with rotating
eyes, it is recommended to install the lifting anchor
with large plastic nailing plate. The rotating eye body is
tightened by hand against the concrete surface. Do not
use smaller recesses then the eye diameter.
Safe working load
Safe working load
Size = Type
Size = Type
Flat side for tightening by hand
Flat side for tightening by hand Max. clearance between
and lower part >S<
The rotating eye can turn in any direction against the
base plate thus ensuring the correct direction of the
inclined force. The rotating eye is not to be used to
rotate precast elements.
2-29
Attention
Maintenance
Before attaching put link in the correct position.
Rotating eyes are filled with grease during production
when first used. The compact design prevents
penetration of dirt. However should dirt have collected in
the interior of the rotating eye impairing an easy turning
operation, the turning mechanism can be oiled.
Normal Size
Max. Clearance S
0,5 – 1,4t
2,0 – 2,5t
3,0 – 6,7t
8,0 – 10,0t
15,0t
20,0 – 30,0t
1,5mm
1,5mm
2,4mm
3,2mm
4,0mm
4,5mm
www.cfsfixings.com
Max. clearance between upper
Max. clearance
upper
and lowerbetween
part >S<
and lower part >S<
LoADLoAD
RIngRIng
- VLBg
- VLBg
Retro Eye
Complies
Complies
with the with
machinery
the machinery
directives
directives
2006/42/EC
2006/42/EC
The CFS Retro Eye is used to lift existing concrete slabs
where lifting anchors are not cast in. It is used with the
CFS Female Bar Coupler Fixings and either Fisher FIS
V-360 Resin or bolted through the element. It is available
to suit a range of slab thicknesses with load capacities
from 0.3t to 20t.
Please consult CFS for your individual application.
Part No
Max Load Capacity
kN
CFS-VLBG-8
3
CFS-VLBG-10
6.3
CFS-VLBG-12
10
CFS-VLBG-16
15
CFS-VLBG-20
25
CFS-VLBG-24
40
CFS-VLBG-30
50
CFS-VLBG-42
100
CFS-VLBG-48
200
User User
Instructions
Instructions
- Part- 1Part 1
LIFTING SOCKETS
SafetySafety
instructions
instructions
This safety
This
instruction
safety instruction
/ declaration
/ declaration
of the manufacturer
of the manufacturer
has to be has
kepttoonbefile
kept
for on
thefile
whole
for the
lifetime
whole
o
EC-Declaration
EC-Declaration
of the manufacturer
of the manufacturer
AccordingAccording
to the Machinery
to the Machinery
Directive 2006/42/EC,
Directive 2006/42/EC,
annex II Bannex
and amendments.
II B and amendments.
We hereby
We
declare
herebythat
declare
the design
that the
and
design
construction
and construction
of the equipment
of the equipment
detailed within
detailed
thiswithin
document
this d
appropriate
appropriate
level of health
level and
of health
safetyand
of the
safety
corresponding
of the corresponding
EC regulation.
EC regulation.
Any un-authorised
Any un-authorised
modification
modification
of the equipment
of the equipment
and/or anyand/or
incorrect
any usage
incorrect
of the
usage
equipment
of the equipm
not ad
these userthese
instructions
user instructions
waivers this
waivers
declaration
this declaration
invalid. invalid.
The equipment
The equipment
must be regularly
must be regularly
tested and
tested
inspected
and inspected
as per BGR
as per
500.BGR
Failure
500.toFailure
carry out
to car
the
maintenance
maintenance
and testing
and
of testing
the equipment
of the equipment
waivers this
waivers
declaration
this declaration
invalid. invalid.
Designation
Designation
of the equipment:
of the equipment:
LIFtIng PoInt
LIFtIng PoInt
Type: LoadType:
ring Load
- VLBg
ring
- for
- VLBg
bolting
- for bolting
Manufacturer’s
Manufacturer’s
sign:
sign:
CFS bar coupler in resin
Drawings are
Drawings
available
areon
available
requeston
as request
hard copies
as hard
or DXF
copies
files.
or Drawings
DXF files.can
Drawings
also becan
downloaded
also be downloaded
from our w
www.rud.com.au.
www.rud.com.au.
CFS bar coupler drilled through slab
Check the Check
RUD website:
the RUDwww.rud.com.au
website: www.rud.com.au
for productfor
information.
product information.
Workshop Workshop
wall chartswall
available
chartsupon
available
request
upon
forrequest
workingfor
load
working
limits load
(WLL).
limits (WLL).
Please visit
Please
ourvisit
website
our website
at www.rud.com.au
at www.rud.com.au
to register
to register
for yourfor
FREE
yourCD
FREE
with
www.cfsfixings.com
2-30
Accessories
Plastic Recess Plate
D
The nail plate is used to attach the socket anchors to
the formwork. The plastic nail plates are available for
thread sizes M/Rd12 to M/Rd52. The plastic recess plate
produces a recess into which a lifting loop or a rotating
eye can be threaded.
Part No
h
Dimensions
Rd
D1
h
mm
CFS-NPL-12
M/Rd 12
58
10
CFS-NPL-16
M/Rd 16
58
10
CFS-NPL-20
M/Rd 20
58
10
CFS-NPL-24
M/Rd 24
70
10
CFS-NPL-30
M/Rd 30
70
10
CFS-NPL-36
M/Rd 36
100
12
CFS-NPL-42
M/Rd 42
100
12
CFS-NPL-52
M/Rd 52
95
15
Rd
Magnetic Recess Plate
D2
The magnetic nail plate attaches socket anchors to steel
formwork by magnets. They are available for thread sizes
M/Rd12 to M/Rd52. The magnetic recessl plate produces
a recess into which a lifting loop or a rotating eye can be
threaded.
h
D1
Part No
2-31
Thread
Adhesion
D1
mm
kPa
mm
D2
h
CFS-MAG-12
12
100
165
60
12
CFS-MAG-16
16
100
165
60
12
CFS-MAG-20
20
100
165
60
12
CFS-MAG-24
24
100
178.2
74
12
CFS-MAG-30
30
120
194.2
90
12
CFS-MAG-36
36
120
105.2
101
12
CFS-MAG-42
42
180
115.3
110
15
CFS-MAG-52
52
180
135.3
130
15
www.cfsfixings.com
Accessories
Marking recess disc with fixing
These provide additional safety by marking the concrete
surface with an imprint of the thread size and load
capacity. The disc diameter is sufficient to allow rotating
eyes to be used with the cast in socket.
(1) Marking Recess Disc – composite material
Part No
For fixing screw
pin size
L
d
D
g
mm
CFS-MPP-12
M12
150.5
12
23.5
10
CFS-MPP-16
M16
159.2
16
30.5
10
M20
173.5
20
37
10
M24
178.2
24
41
12
CFS-MPP-30
M30
194.2
30
50
12
CFS-MPP-36
M36
105.2
36
59
12
CFS-MPP-42
M42
115.3
42
67.5
15
CFS-MPP-52
M52
135.3
52
81
15
LIFTING SOCKETS
CFS-MPP-20
CFS-MPP-24
(2) Fixing Screw Pin – Steel
Part No
d
l
Internal thread depth
mm
CFS-FSP-12
M12
23.5
8
CFS-FSP-16
M16
30.5
8
CFS-FSP-20
M20
37
8
CFS-FSP-24
M24
41
9.5
CFS-FSP-30
M30
50
9.5
CFS-FSP-36
M36
59
9.5
CFS-FSP-42
M42
67.5
12
CFS-FSP-52
M52
81
16
www.cfsfixings.com
2-32
Seal Caps
For using directly in sockets and other threaded products
without outer disc.
Part No.
For Lifting
Anchor
Dimensions
ØL
Ød
CFS-CAPG-12
CFS-CAPG-16
CFS-CAPG-20
Rd 12
Rd 16
Rd 20
18.5
25.5
31.5
12
16
20
CFS-CAPG-24
CFS-CAPG-30
Rd 24
Rd 30
24
30
CFS-CAPG-36
CFS-CAPG-42
CFS-CAPG-52
Rd 36
Rd 42
Rd 52
35.5
44.0
52.5
55.9
69.5
36
42
52
Architectural Socket Caps
We can provide architectural socket caps to use directly
in sockets and other threaded products to cover up the
exposed thread and provide an architecturally pleasing
appearance.
These are available in all sizes and produced to order to
suit your concrete recess dimension. Please contact CFS to
discuss your requirement.
2-33
www.cfsfixings.com
LIFTING SOCKETS
www.cfsfixings.com
2-34

Lifting Sockets

Transcription

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