Cast-in Lifting Loops - · PDF file(siehe DIN EN 13414-2) Lastrichtung Der Anker darf im...

www.cfsfixings.comwww.cfsfixings.com 6-1

Cast-in Lifting Loops


CA

ST-IN LIFTIN

G LO

OPS

10

ContentsCast-in Loop 6-3

Additional Reinforcement 6-4

Cast-in Loop Over 25t Capacity 6-4

Angled Wire Loops 6-5

Neowire Loops 6-5

Handling Instructions – Neowire for Erecting Panels from Tilt Tables 6-6

Handling Instructions – Neowire for Erecting Panels Cast Flat 6-7

Cast-in Polypropylene Loops 6-8


Cast-in LoopThe cast-in loop is used to lift reinforced concrete elements. The cast-in loops are marked with a coloured tag with the manufacturer, year of manufacture and load group. The cast-in loop is situated in the concrete element at the open side of the mould.

The thimble is situated in the mould. The marking must be visible after placing the concrete. Hoisting hooks of appropriate diameter can be inserted directly into the protruding cast-in loop. Care must be taken when storing the prefabricated element that the cables do not kink.

The withdrawal from use of the lifting loops is to be determined in accordance with the regulations for hoisting cables of the country of use. The installation and application of lifting anchor systems must be available in plant and on site. The national safety regulations for lifting anchors and sytems must be obeyed.

Liste

36

4/2

009

/WW

TransportseilschlaufeTransportanker aus endlos verpresstem Drahtseil

Schroeder-Neuenrade

COEingetragener

Verseilbetrieb

L1

L2L12

L1

L2

LX

Friedrich Schroeder GmbH & Co.KG58809 Neuenrade, Germany · Tel. +49(0)23 94 / 9180-0 · Fax +49(0)23 94 / 9180-88

[email protected] · www.schroeder-neuenrade.de

Sonderanfertigungen auf Anfrage

Laststufen Typenschild mit mit Einbautiefe Seil-Ø ca. GewichtKunststoffband Stahlbügel L1 L2

je 100 Stück

[kg] Farbe Bestell-Nr. Bestell-Nr. [mm] [mm] [mm] [kg]

800 weiß k3608 k3608st 200 140 6 8,0

1200 rot k3612 k3612st 220 160 7 11,0

1600 rosa k3616 k3616st 240 170 8 15,0

2000 hellgrün k3620 k3620st 270 190 9 25,0

2500 schwarz k3625 k3625st 300 220 10 28,5

4000 dunkelgrün k3640 k3640st 350 250 12 50,0

5200 ocker k3652 k3652st 370 270 14 80,0

6300 dunkelblau k3663 k3663st 400 290 16 100,0

8000 hellgrau k3680 k3680st 470 330 18 150,0

10000 bordeaux k36100 k36100st 520 370 20 190,0

12500 hellgelb k36125 k36125st 570 420 22 280,0

16000 violett k36160 k36160st 650 480 26 450,0

20000 grau k36200 k36200st 730 550 28 570,0

25000 braun k36250 k36250st 830 630 32 820,0

TransportseilschlaufeTransportanker aus endlos verpresstem Polypropylen-Seil

Laststufen ca. GewichtØ h je 100 Stück

[kg] Bestell-Nr. [mm] [mm] [kg]

150 s3601 6 200 2,00

250 s3602 8 220 3,00

360 s3606 10 235 5,00

500 s3603 12 255 8,00

875 s3604 14 280 10,00

10000 s3605 16 330 13,00

Transportseilschlaufe mit Kuststoffband Transportseilschlaufe mit Stahlbügel(zum Anschweißen an die Bewehrung)

Lage des Bügels LX nach Kundenwunsch

Transportseilschlaufe mit Kunststoffband

Sonderanfertigungen auf Anfrage. · Änderungen und Druckfehler vorbehalten.

B

T

30° 30°

L2

t

e s e

30°30°e s e

L2

t

Last- Mindest- Mindest- Einbau- Mindestbauteildicke tstufe achs- rand- tiefe Einbau parallel Einbau senkrecht

abstand abstand zur Bauteilfläche zur Bauteilfläche

s e L2 C 12/15 C 20/25 C 12/15 C 20/25[cm] [cm] [cm] [cm] [cm] [cm] [cm]

800 55 27 14 7 5 13,5 13,5

1200 62 31 16 9 6 14 14

1600 70 35 17 12 8 17 17

2000 85 43 19 15 10 18 18

2500 90 45 22 16 11 18 18

4000 100 50 25 22 15 22 22

5200 105 53 27 29 20 30 22

6300 115 57 29 32 22 32 28

8000 130 65 33 40 28 40 28

10000 145 73 37 44 31 44 31

12500 160 80 42 56 39 55 40

16000 185 93 48 62 43 62 43

20000 210 105 55 68 48 68 48

25000 240 120 63 75 53 75 53

BewehrungMit der Bewehrung ist eine Randeinfassung auszubilden.

Die Bewehrung deckt die lokale Krafteinleitung ausdem Anker ab.

Last- Herausstehenderstufe Einbau

[kg] B [cm] T [cm]

800 45 30

1200 50 35

1600 55 35

2000 65 45

2500 70 50

4000 80 55

5200 85 55

Bewehrungsanordnung


[kg] B [cm] T [cm]

6300 95 60

8000 105 70

10000 120 80

12500 130 90

16000 150 100

20000 170 115

25000 195 130

Laststufe 800 – 6300 8000 – 16000 < 25000

BSt 500 M Q 188 Q 221 Q 377

Mindestbewehrung in den jeweiligen Laststufen

Ablegereife Bei Beschädigungenwie Knicken, Litzen-bruch, Quetschungen,Korrosionsnarben undAufdoldungen darf derAnker nicht genutzt werden. (siehe DIN EN 13414-2)

LastrichtungDer Anker darf imSchrägzug in derBauteilebene nur bismax. 30° belastet werden, Schrägzugsenkrecht zur Platten-ebene (Querzug) istnicht zulässig.

AnschlagmittelDer Radius des Last-hakens sollte mindestens der Rundung der Seil-schlaufe entsprechenum Quetschungen zuvermeiden.

KorrosionIn Betonbauteilen mit erhöhterKorrosionsgefahr – z.B. dauer-feuchte Randbereiche oder erhöhteChloridbelastung – sollten dieAnker wegen möglicherAluminiumkorrosion und damitverbundenen Betonablatzungennicht eingesetzt werden.

BSt 500 M/B 500 A Q 188 A Q 257 A Q 377 A

B

T

30° 30°

L2

t

e s e

30°30°e s e

L2

t




800 55 27 14 7 5 13,5 13,5

1200 62 31 16 9 6 14 14

1600 70 35 17 12 8 17 17

2000 85 43 19 15 10 18 18

2500 90 45 22 16 11 18 18

4000 100 50 25 22 15 22 22

5200 105 53 27 29 20 30 22

6300 115 57 29 32 22 32 28

8000 130 65 33 40 28 40 28

10000 145 73 37 44 31 44 31

12500 160 80 42 56 39 55 40

16000 185 93 48 62 43 62 43

20000 210 105 55 68 48 68 48

25000 240 120 63 75 53 75 53




[kg] B [cm] T [cm]

800 45 30

1200 50 35

1600 55 35

2000 65 45

2500 70 50

4000 80 55

5200 85 55

Bewehrungsanordnung


[kg] B [cm] T [cm]

6300 95 60

8000 105 70

10000 120 80

12500 130 90

16000 150 100

20000 170 115

25000 195 130

Laststufe 800 – 6300 8000 – 16000 < 25000

BSt 500 M Q 188 Q 221 Q 377






BSt 500 M/B 500 A Q 188 A Q 257 A Q 377 A

* Rope diameters are for design guidance purposes only. The rope diameter may vary from those quoted above. Change of the rope diameter will not affect the load capacity. For technical advice regarding edge distance and other setting out issues please contact CFS.

Installed parallel to surface Installed perpendicular to surface

Part No. Load Group

Capacity Loop dimensions Minimum concrete element dimensions

Length Embedment Rope Edge Dist Spacing Panel width, t

Installed parallel to surface

Installed perpendicular to surface

Concrete strength N/mm2

L1 L2 Ø * e s 15 25 15 25

kN mm mm mm mm mm mm mm mm mm

CFS-CL-08 0.8 8 200 140 6 270 540 70 50 135 135

CFS-CL-12 1.2 12 220 160 7 310 620 90 60 140 140

CFS-CL-16 1.6 16 240 170 8 350 700 120 80 170 170

CFS-CL-20 2 20 270 190 9 430 860 150 100 180 180

CFS-CL-25 2.5 25 300 220 10 450 900 160 110 180 180

CFS-CL-40 4 40 350 250 12 500 1000 220 150 220 220

CFS-CL-52 5.2 52 370 270 14 530 1060 290 200 300 220

CFS-CL-63 6.3 63 400 290 16 570 1140 320 220 320 280

CFS-CL-80 8 80 470 330 18 650 1300 400 280 400 280

CFS-CL-100 10 100 5200 370 20 730 1460 440 310 440 310

CFS-CL-125 12.5 125 570 420 22 800 1600 560 390 550 400

CFS-CL-160 16 160 650 480 26 930 1860 620 430 620 430

CFS-CL-200 20 200 730 550 28 1050 2100 680 480 680 480

CFS-CL-250 25 250 830 630 32 1200 2400 750 530 750 530


CA

ST-IN LIFTIN

G LO

OPS

Liste

36

4/2

009

/WW

TransportseilschlaufeTransportanker aus endlos verpresstem Drahtseil

Schroeder-Neuenrade

COEingetragener

Verseilbetrieb

L1

L2L12

L1

L2

LX

Friedrich Schroeder GmbH & Co.KG58809 Neuenrade, Germany · Tel. +49(0)23 94 / 9180-0 · Fax +49(0)23 94 / 9180-88

[email protected] · www.schroeder-neuenrade.de

Sonderanfertigungen auf Anfrage

Laststufen Typenschild mit mit Einbautiefe Seil-Ø ca. GewichtKunststoffband Stahlbügel L1 L2

je 100 Stück

[kg] Farbe Bestell-Nr. Bestell-Nr. [mm] [mm] [mm] [kg]

800 weiß k3608 k3608st 200 140 6 8,0

1200 rot k3612 k3612st 220 160 7 11,0

1600 rosa k3616 k3616st 240 170 8 15,0

2000 hellgrün k3620 k3620st 270 190 9 25,0

2500 schwarz k3625 k3625st 300 220 10 28,5

4000 dunkelgrün k3640 k3640st 350 250 12 50,0

5200 ocker k3652 k3652st 370 270 14 80,0

6300 dunkelblau k3663 k3663st 400 290 16 100,0

8000 hellgrau k3680 k3680st 470 330 18 150,0

10000 bordeaux k36100 k36100st 520 370 20 190,0

12500 hellgelb k36125 k36125st 570 420 22 280,0

16000 violett k36160 k36160st 650 480 26 450,0

20000 grau k36200 k36200st 730 550 28 570,0

25000 braun k36250 k36250st 830 630 32 820,0

TransportseilschlaufeTransportanker aus endlos verpresstem Polypropylen-Seil

Laststufen ca. GewichtØ h je 100 Stück

[kg] Bestell-Nr. [mm] [mm] [kg]

150 s3601 6 200 2,00

250 s3602 8 220 3,00

360 s3606 10 235 5,00

500 s3603 12 255 8,00

875 s3604 14 280 10,00

10000 s3605 16 330 13,00

Transportseilschlaufe mit Kuststoffband Transportseilschlaufe mit Stahlbügel(zum Anschweißen an die Bewehrung)

Lage des Bügels LX nach Kundenwunsch

Transportseilschlaufe mit Kunststoffband

Sonderanfertigungen auf Anfrage. · Änderungen und Druckfehler vorbehalten.

B

T

30° 30°

L2

t

e s e

30°30°e s e

L2

t




800 55 27 14 7 5 13,5 13,5

1200 62 31 16 9 6 14 14

1600 70 35 17 12 8 17 17

2000 85 43 19 15 10 18 18

2500 90 45 22 16 11 18 18

4000 100 50 25 22 15 22 22

5200 105 53 27 29 20 30 22

6300 115 57 29 32 22 32 28

8000 130 65 33 40 28 40 28

10000 145 73 37 44 31 44 31

12500 160 80 42 56 39 55 40

16000 185 93 48 62 43 62 43

20000 210 105 55 68 48 68 48

25000 240 120 63 75 53 75 53




[kg] B [cm] T [cm]

800 45 30

1200 50 35

1600 55 35

2000 65 45

2500 70 50

4000 80 55

5200 85 55

Bewehrungsanordnung


[kg] B [cm] T [cm]

6300 95 60

8000 105 70

10000 120 80

12500 130 90

16000 150 100

20000 170 115

25000 195 130

Laststufe 800 – 6300 8000 – 16000 < 25000

BSt 500 M Q 188 Q 221 Q 377






BSt 500 M/B 500 A Q 188 A Q 257 A Q 377 A

Part No. Load Group Capacity Length Embedment Rope

L1 L2 Ø *

kN mm mm mm

CFS-CL-280 28 280 680 460 36

CFS-CL-320 32 320 770 520 36

CFS-CL-370 37 370 950 640 40

CFS-CL-420 42 420 1000 660 44

CFS-CL-470 47 470 1100 740 44

CFS-CL-520 52 520 1200 800 48

CFS-CL-570 57 570 1350 900 48

CFS-CL-650 65 650 1430 960 46

CFS-CL-750 75 750 1530 1020 50

CFS-CL-850 85 850 1680 1120 52

CFS-CL-990 99 990 1800 1200 56

Cast-in Loop Over 25t CapacitySizes are available up to 99 t capacity.

Additional Reinforcement

*Please send CFS a drawing of your concrete element for advice on edge distances when using these high capacity loops.

Part No. Load Group B T Reinforcement BSt 500 M

mm mm mm2/m

CFS-CL-08 0.8 450 300 188

CFS-CL-12 1.2 500 350 188

CFS-CL-16 1.6 550 350 188

CFS-CL-20 2 650 450 188

CFS-CL-25 2.5 700 500 188

CFS-CL-40 4 800 550 188

CFS-CL-52 5.2 850 550 188

CFS-CL-63 6.3 950 600 188

CFS-CL-80 8 1050 700 257

CFS-CL-100 10 1200 800 257

CFS-CL-125 12.5 1300 900 257

CFS-CL-160 16 1500 1000 257

CFS-CL-200 20 1700 1150 377

CFS-CL-250 25 1950 1300 377


Neowire LoopsCast-in loops designed for tilt up of flat cast panels

Manufactured from galvanised steel wire for load capacities please see handling instructions.

For this product, please do not use the method outlined in Section A1. These factors have already been included in the tables found within the Handling Instructions. The element weight to apply to the table is the actual unfactored weight of the unit.

Part No Load Group Ø l

mm

CFS-NEO-25-200 2.5 10 200

CFS-NEO-35-400 3.5 12 400

CFS-NEO-35-200 3.5 12 200

CFS-NEO-50-400 5 16 400

CFS-NEO-50-200 5 16 200

CFS-NEO-75-400 7.5 18 400

CFS-NEO-75-200 7.5 18 200

Angled Wire LoopsDesigned for edge lifting of concrete slabs.

Available in load groups up to 5.2 T.

Part No. Load Group

Capacity

kN

Rope

Ø

mm

h

mm

d

mm

l

mm

CFS-AL-16 1.6 16 8 150 8 330

CFS-AL-25 2.5 25 10 150 10 330

CFS-AL-40 4.0 40 12 230 12 380

CFS-AL-52 5.2 52 14 230 14 380

Part Load Group h l p

No. t mm mm mm drope*

CFS-CL-280 28 680 470 210 36

CFS-CL-320 32 770 550 220 36

CFS-CL-370 37 950 675 275 40

CFS-CL-420 42 1000 710 290 44

CFS-CL-470 47 1100 780 320 44

CFS-CL-520 52 1200 850 350 48

CFS-CL-570 57 1350 960 390 48

CFS-CL-650 65 1430 1060 430 46

CFS-CL-750 75 1530 1130 460 50

CFS-CL-850 85 1680 1195 485 52

CFS-CL-990 99 1800 1280 520 56

* Rope diameters are for design guidance purposes only. The rope diameter may varyfrom those quoted above. Change of rope diameter will not affect the load capacity.

Part SWL

No. t

AL-16 1.6

Angled loops with specific dimensions can be producedto order bar A – Ø 20 mm length 300 mm to be placedcentrally over the clip as close as possible to the outside.Other sizes are able to be produced.

Basic

Part Load Group Rope h l p d d1 ar reinfor-

No. t Ø mm* mm mm mm mm mm mm cement

CFS-CL-08 10.8 16 210 150 160 120 170 1270 131

CFS-CL-12 11.2 17 225 160 165 140 180 1310 131

CFS-CL-16 11.6 18 235 165 170 150 190 1350 131

CFS-CL-20 12.0 19 275 200 175 160 100 1420 188

CFS-CL-25 12.5 10 315 230 185 180 110 1450 188

CFS-CL-40 14.0 12 340 240 100 200 120 1500 188

CFS-CL-52 15.2 14 360 260 100 215 130 1540 188

CFS-CL-63 16.3 16 390 280 110 230 140 1580 188

CFS-CL-80 18.0 18 440 320 120 250 160 1650 221

CFS-CL-100 10.0 20 525 390 135 280 180 1730 221

CFS-CL-125 12.5 22 570 420 150 300 200 1810 221

CFS-CL-160 16.0 26 615 450 165 350 240 1930 221

CFS-CL-200 20.0 28 730 550 180 380 260 1060 377

CFS-CL-250 25.0 32 800 600 200 400 280 1210 377

* Larger capacities available, see page 5–2 – please contact CFS. Heights may vary ± 5% this has no effect on SWL.* Rope diameters are for design guidance purposes only. The rope diameter may vary from those quoted above.

Change of rope diameter will not affect the load capacity. For technical advice regarding edge distances and othersetting out issues please consult CFS.

150 8 330AL-25 2.5 150 10 330AL-40 4.0 230 12 380

AL-52 5.2 230 14 380

h d l

Angled loops with specific dimensions can be produced to can be produced to order. Bar A –Ø 20 mm length 300 mm to be placed centrally over the clip as close as possible to the outside.


CA

ST-IN LIFTIN

G LO

OPS

Ø10 100 1+1Ø12 1+1Ø8 3.5 4.3 5.0 Ø12 120 1+1Ø12 1+1Ø8 4.9 6.0 7.0 Ø16 150 1+1Ø12 1+1Ø8 7.1 8.6 10.0 Ø18 150 1+1Ø16 1+1Ø8 9.1 11.1 12.6

Element weight [ton]Reinforcement

Dimension NEOWIRE

min

[mm] =45° =60° =90°t

Handling Instructions – Neowire for Erecting Panels from Tilt TablesLifting of elements

Conditions

1) Min concrete strength at first time of lifting 16 MPa2) Min concrete strength at worksite 28 MPa3) Reinforcement quality B500BT or Nps5004) Lifting with stationary crane, mobile crane or truck crane5) Well greased steel form (adhesion force 1 kN/m²)

min hook diameter 32mm

*wire lock is to be place centrally in the wall

2x # min 65 mm2/m, max mesh size 300

Dimensioning values

The drawing above refers to lifting element above an

opening tmin=140mm

#Basket = N-ties min Ø6s150 fyk=500MPa

The reinforcement shown is intended only for lifting. The designer is responsible for the remaining static reinforcement and the distribution of forces in the element.

b ≥ 400

SF3 First time of lifting (Method R21) SF4 Installation (Method S2)

Max element weight in the table above refers to installation, first time of lifting (SF3, R21) according to the drawing above is assumed.


Handling Instructions – Neowire for Erecting Panels Cast FlatLifting of elements

Conditions

1) Min concrete strength at first time of lifting 16 MPa2) Min concrete strength at worksite 28 MPa3) Reinforcement quality B500BT or Nps5004) Lifting with stationary crane, mobile crane or truck crane5) Well greased steel form (adhesion force 1 kN/m²)

min hook diameter 32mm

Reinforcement

Dimension NEOWIRE

tmin

[mm]

Max element weight [ton]

Ø12 150 1+1Ø12 1+1Ø8 8.4–F Ø16 150 1+1Ø12 1+1Ø8 12.0–F Ø18 170 1+1Ø16 1+1Ø8 14.2–F

Ø10 120 1+1Ø12 1+1Ø8 6.0–F

F=Adheision to form workOBS! Max element weight must not exceed values stated in N33-H1

*wire lock is to be place centrally in the wall

2x # min 65 mm2/m, max mesh size 300

Dimensioning values

The drawing above refers to lifting element above an

opening tmin=140mm

#Basket = N-ties min Ø6s150 fyk=500MPa

The reinforcement shown is intended only for lifting. The designer is responsible for the remaining static reinforcement and the distribution of forces in the element.


CA

ST-IN LIFTIN

G LO

OPS

Cast-in Polypropylene LoopsCFS polypropylene loops are ideal for applications where the corrosion of a mild steel loop could be critical. For example in architectural cast stone, where rust staining would not be acceptable.

After use these loops can be cut off with a knife. For thin sections the loops can be passed around the reinforcement as shown in the drawing. Ensure the loop does not pass over any sharp edges that may cut the rope.

e

d

Loop tied around reinforcement in thin section

Part No. Load Group

Capacity

kN

Rope

Ø

mm

Height

mm

d

CFS-POLY-150 0.15 1.5 6 200

2/3 of the height to be cast into the concrete.

CFS-POLY-250 0.25 2.5 8 220

CFS-POLY-360 0.36 3.6 10 235

CFS-POLY-500 0.5 5.0 12 255

CFS-POLY-875 0.875 8.75 14 280

CFS-POLY-1000 1.0 10 16 330

CFS-POLY-1200 1.2 12 16 330

Cast-in Lifting Loops - · PDF file(siehe DIN EN 13414-2) Lastrichtung Der Anker darf im...

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Transcript of Cast-in Lifting Loops - · PDF file(siehe DIN EN 13414-2) Lastrichtung Der Anker darf im...