SPHERICAL HEAD ANCHORS 04 - CFS Fixings

SPHERICAL HEAD ANCHORS 04

SPHERICAL HEAD ANCHORS

CONTENTS

Product Summary 04-03

Recess Formers and Accessories 04-04

Anchor General Description 04-06

Type T - Spherical Head T Anchors 04-07

Type T - Axial Lifting of Beams and Walls with Additional Reinforcement 04-08

Type T - Additional Reinforcement for Lifting Walls & other Narrow Elements 04-09

Type T - Axial Lifting of Beams and Walls Without Additional Reinforcement 04-10

Type T - Axial Lifting of Thin Slabs 04-12

Type T - Axial Lifting of Thick Slabs 04-13

Type T - Additional Reinforcement for Angled Lifting of Slabs 04-14

Spherical Head Plate Anchors 04-15

TSG - Offset Anchor 04-16

Rod Anchors 04-18

Type O - Eye Anchor 04-19

Utility Anchors 04-20

Recess Formers for Spherical Head Anchors 04-21

Spherical Head Anchor Lifting Devices 04-23

Lifting Clutches - Type H2 04-23

Lifting and Turning Devices 04-24

Chain Sets for Statically Determinate Lifting 04-26

www.cfsfixings.com 0304

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PRODUCT SUMMARY

One of the advantages of handling spherical head anchor systems is the speed at which the clutch can be connected and removed. The anchors are cast into the concrete element with the use of a recess former. After the concrete has set, the former can be removed leaving a recess that fits the lifting clutch. Load classes are clearly marked on the anchors and the clutches and there is no risk of the wrong parts being used together as they will not fit.

Forged from round steel St 52-3 with load groups 1.3–32 T (higher load groups on request). Suitable for large precast elements such as slabs, beams, walls and pipes.

Forged from ribbed steel St 52-3, with load groups 2–15 T. For use in very thin concrete sections.

Spherical-Head Lifting Anchor with a welded-on plate. Available in load groups 2.5 - 10 T and for use in thin large-sized heavy slabs which are to be lifted or assembled in a horizontal position.

Available in load groups 1.3 - 32 T. For use in thin sections.

Specially cranked anchor to enable sandwich panel lifting to take place.

T - Spherical Head T Anchor

TKS - Spherical Head Rod Anchor

TPA - Spherical Head Plate Anchor

O - Spherical Head O Anchor

TSG - Spherical Head Offset Anchor


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www.cfsfixings.com0404

PRODUCT SUMMARY ACCESSORIES

Other CFS Products for use in Construction with Spherical Anchor Systems

RECESS FORMERS AND ACCESSORIES

Anchor heads are always marked with the load group e.g. 5.0 T. This is a categorisation, not the working lifting load of the anchor as this is dependent on the situation in the concrete. Please refer to the load tables for actual load capacity.

Anchors are available in steel ST 52-3, stainless steel 1.4307 or hot dip spun galvanized.

All of our lifting equipment meet the requirements of the Machinery Directive 2006/42/EC and are CE marked. Our products are produced in accordance with ISO9001 and are batch checked and tested by a recognised research institues.

Used to attach the spherical head lifting anchor to the mould in slender elements to produce a narrow recess.

Please be aware that anchors for permanent use must be manufactured with a different grade of stainless steel, in accordance with approval no Z-30.3-6. Multiple lifting in the normal sequence of demoulding, tranporting and erection is not defined as repeated use.

A former for use with spherical head anchors. Incorporates high power magnets to fix to the steel formwork.

Anchors and lifting eyes have a minimum factor of safety of 3:1. Load data shown in this catalogue is based upon a factor of safety of 2.5:1 against concrete failure.

Used to attach the spherical head lifting anchors to the mould and forms a semi circular recess to accept the lifitng clutch.

Please ensure that the safe working load requirements are calculated using the guidance in Section 1 of this catalogue. Please note that Spherical Head anchors are not normally used where there is high shear, however it is possible particularly where the edge distance is high. CFS can provide bespoke calculations for customers who need to use anchors outside the parameters of the tables provided in this catalogue.

Anchor identification Material

Quality

Narrow Rubber Recess Former

Repeated use of stainless steel anchors

Magnetic Recess Former

Factors safety

Rubber Recess Former

Working Loads

5.0.

Lifting clutch in 7 different load groups 1.3–32 t to suit the load carrying range of all Lifting Anchors of the Spherical-Head Anchor System.

For easy lifting and turning of heavy, large concrete pipes. Load groups 1.3–32 t. The Turning and Lifting clutch is attached to an installed Spherical-Head Lifting Anchor. Please contact CFS for specific application details.

Lifting Clutch

Chain Sets for Lifting Precast Planks and Slabs

Pipe Joining Chains Type BCH

Turning and lifting device


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ANCHOR GENERAL DESCRIPTION

Spherical head anchors are forged metal anchors. Various embedment options are available to suit different casting situations, edge distances and slenderness of elements etc. The anchors are available in load groups from 1.3 to 32 T. Each load group uses a standard clutch and all load capacities given in this section are applicable whilst using the CFS lifting clutches.

Tilting with spherical head anchors in thin walled elements is not permitted as the clutch bears onto the slender element of concrete causing spalling. In thick units shear may be possible. Capacities are not provided in this catalogue as this is not a common scenario, but please contact CFS for specific advice.

Anchors are available in black carbon steel (standard), hot dip galvanised steel, electroplated steel and stainless steel. Please be aware that stainless steel anchors are not suitable for permanent repeated use applications. Multiple lifting in the normal sequence of demoulding, tranporting and erection is not defined as repeated use. Anchors for permanent repeated use must be manufactured with a different grade of stainless steel, in accordance with approval no Z-30.3-6, which we can also supply upon special request.

Please do not weld or make any other adaptions to the anchors.

Please contact CFS for bespoke products.

Load Group, T Head Diameter, D1 (mm)

Shaft Diameter, D (mm)

Radius of recess, R (mm)

Depth of head of anchor, e (mm)

1.3 15 10 30 10

2.5 25 14 37 11

5 36 20 47 15

7.5 46 24 59 15

10 47 28 59 15

15 69 34 80 15

20 69 38 80 15

32 88 50 107 23

General Dimensions applicable to all anchors

D1

651,3

D

TYPE T - SPHERICAL HEAD T ANCHORS

T Anchors are commonly used for beam or wall elements. The load on the anchor is transmitted to the concrete through the anchor foot. Relatively short anchor lengths can provide higher capacities. In the same load group, anchors are available with different lengths. Longer anchors are installed for reduced edge situations or for lower concrete strengths.

In narrow walled elements or at low concrete strength, capacities can be enhanced by the inclusion of reinforcement in the concrete element. Where a solution cannot be found with a T anchor, a rod anchor or an O-anchor may be a better option.

The spherical head anchor with the same load group and in different lengths can have varying load capacities. Where concrete failure is critical it is usually advantageous to use longer anchors. The spherical head anchor’s, load group represents the maximum capacity that can be achieved. The actual capacity is dictated mainly by concrete failure, please see tables enclosed.

In very slender units, the concentrated load around the foot of the anchor leads to lateral spalling in the foot proximity. For slender units, please use O-Anchors or Rod Anchors. The anchors must be fixed in the mould using recess formers. The recess former retains the anchor securely in position during the concrete pour. The recess former creates a void around the head which corresponds to the clutch. The incorrect coupling of parts from different load groups is impossible. Another advantage is that the clutch bears against the concrete during an angled lift and therefore the horizontal load is transferred into the concrete directly. In large elements, this horizontal load can often be taken by the concrete. For diagonal loading in thin wall elements, diagonal bursting reinforcement is required. Tiliting in wall elements is not possible due to this bursting. In thicker elements this may be possible, please contact CFS for a review of your particular situation.

Part No Standard

Load Group, T

CFS-T-013-0055 1.3

CFS-T-013-0065 1.3

CFS-T-013-0085 1.3

CFS-T-013-0120 1.3

CFS-T-025-0055 2.5

CFS-T-025-0065 2.5

CFS-T-025-0085 2.5

CFS-T-025-0100 2.5

CFS-T-025-0120 2.5

CFS-T-025-0140 2.5

CFS-T-025-0170 ** 2.5

CFS-T-025-0280 2.5

CFS-T-050-0065 * 5

CFS-T-050-0075 * 5

CFS-T-050-0085 5

CFS-T-050-0095 * 5

CFS-T-050-0120 * 5

CFS-T-050-0180 * 5

Part No Standard

Load Group, T

CFS-T-050-0240 ** 5

CFS-T-050-0340 5

CFS-T-075-0085 * 7.5

CFS-T-075-0095 * 7.5

CFS-T-075-0120 7.5

CFS-T-075-0140 7.5

CFS-T-075-0160 7.5

CFS-T-075-0165 7.5

CFS-T-075-0200 7.5

CFS-T-075-0300 * 7.5

CFS-T-075-0540 7.5

CFS-T-075-0680 7.5

CFS-T-100-0115 10

CFS-T-100-0135 * 10

CFS-T-100-0150 10

CFS-T-100-0170 10

CFS-T-100-0200 10

CFS-T-100-0250 10

CFS-T-100-0340 * 10

Part No Standard

Load Group, T

CFS-T-100-0680 10

CFS-T-100-1300 10

CFS-T-150-0140 15

CFS-T-150-0200 15

CFS-T-150-0210 15

CFS-T-150-0300 15

CFS-T-150-0400 15

CFS-T-150-0840 15

CFS-T-200-0200 20

CFS-T-200-0240 20

CFS-T-200-0250 20

CFS-T-200-0340 20

CFS-T-200-0500 20

CFS-T-200-1000 20

CFS-T-320-0320 32

Anchors are available in black carbon steel (standard), hot dip galvanised steel, electro-galvanised steel and stainless steel.

Commonly stocked sizes.

* Standard and hot dipped galvanized anchors held in stock. ** Standard, hot dipped galvanised and stainless steel held in stock. All other anchors will take a few days longer and any bespoke length may be provided on request.


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TYPE T - AXIAL LIFTING OF BEAMS AND WALLS WITH ADDITIONAL REINFORCEMENTLoad capacity under axial lift using CFS Lifting Clutch for walls and beams. The values in this table are valid when using the additional reinforcement shown on the next page.

Load Group, T

Part No Length of anchor, L

Min edge distance, amin***

Wall thickness, s

Load Capacity*

Axial capacity up to 30° from vertical

Angled pull capacity up to 60° ** from vertical

Axial and angled capacity ß up to 60° ** from vertical

Load Capacity ß up to 60° ** from vertical

fci = 15 N/mm2 fci = 15 N/mm2 fci = 25 N/mm2 fci = 35 N/mm2

mm mm mm kN kN kN kN

1.3

CFS-T-013-0120 120 19060 9.9 9.9 12.8 13.080 13.0 13.0 13.0 13.0100 13.0 13.0 13.0 13.0

CFS-T-013-0240 240 37060 9.9 9.9 12.8 13.080 13.0 13.0 13.0 13.0100 13.0 13.0 13.0 13.0

2.5

CFS-T-025-0170 170 26580 18.4 18.4 23.8 25.0100 23.0 23.0 25.0 25.0120 25.0 25.0 25.0 25.0

CFS-T-025-0280 280 43080 18.4 18.4 23.8 25.0100 23.0 23.0 25.0 25.0120 25.0 25.0 25.0 25.0

5

CFS-T-050-0240 240 370160 50.0 45.2 50.0 50.0180 50.0 48.0 50.0 50.0200 50.0 50.0 50.0 50.0

CFS-T-050-0340 340 520120 39.5 39.5 50.0 50.0140 46.1 46.1 50.0 50.0160 50.0 50.0 50.0 50.0

7 CFS-T-075-0300 300 455160 63.2 56.6 75.0 75.0180 71.1 60.0 75.0 75.0200 75.0 63.2 75.0 75.0

10

CFS-T-100-0340 340 515200 89.5 71.6 100.0 100.0240 98.0 78.4 100.0 100.0280 100.0 84.7 100.0 100.0

CFS-T-100-0680 680 1025160 73.7 73.7 100.0 100.0180 83.0 83.0 100.0 100.0200 92.2 92.2 100.0 100.0

15 CFS-T-150-0400 400 600300 128.9 103.1 150.0 150.0400 148.9 119.1 150.0 150.0500 150.0 133.1 150.0 150.0

20

CFS-T-200-0500 500 745

300 162.1 129.7 200.0 200.0400 175.1 140.1 200.0 200.0500 187.2 149.7 200.0 200.0600 200.0 183.4 200.0 200.0

CFS-T-200-1000 1000 1500240 154.9 154.9 200.0 200.0260 167.8 167.8 200.0 200.0280 180.7 180.7 200.0 200.0

32

CFS-T-320-0700 700 1040450 282.6 226.1 320.0 318.7550 312.5 250.0 320.0 320.0650 320.0 271.8 320.0 320.0

CFS-T-320-1200 1200 1790300 266.7 266.7 320.0 320.0350 311.1 311.1 320.0 320.0400 320.0 320.0 320.0 320.0

TYPE T - ADDITIONAL REINFORCEMENT FOR LIFTING WALLS & OTHER NARROW ELEMENTS

For elements such as walls or beams where the lifting occurs axially, the reinforcement below must be included in addition to the mesh or other reinforcement specfified by the engineer.

All reinforcement to be B500B or equivalent.

* The stirrups adjacent to the anchor should be installed as close as possible to the recess former and then at a spacing of 150mm (dimensions i and i1)

** If the diagonal pull reinforcement does not fit inside the length of the unit, the end 40% may be bent down to fit.

*** This angled pull reinforcement is required for pulls at an angle of 30° ≤ β≤ 60° unless:

fci ≥ 15N/mm2 and edge distance > 3 x amin or fci ≥ 25N/mm2 and edge distance > 2.5 x amin or fci ≥ 35N/mm2 and edge distance > 2 x amin

Angled pull with β > 60° is not permitted. Please contact CFS for further advice if you need to carry out a shear lift.

fcu = concrete cube strength at the time of lifting

* All panels must include a minimum of the “ 1 Square Mesh Reinforcement”, the “ 2 Stirrups” and the “ 3 Edge Reinforcement” from the table shown on page number 04-09.

** For angled pulls with chains at an angle of β > 30° will require the “ 4 Angled Pull Reinforcement” as shown in the same table on page 04-09.

*** When using two or more anchors, they should be spaced at a minimum of 2amin apart.

dac

La

d

d

Ls L = Anchor length

Stirrups Edge Reinforcement Angle Lift Reinforcement

Reinforced area ≥ 3 L

Load Group, T

Part No 1 Square Mesh Reinforcement mm2/m

2 Stirrups*

3 Edge Reinforcement

4 Angled Pull Reinforcement ***

n x d (mm)

Ls (mm)

d (mm)

ds (mm)

c (mm)

La ** (mm)

1.3 CFS-T-013 2 x 60 ≥ 2 x Ø6 L + 450 2 x Ø10 Ø8 25 400

2.5 CFS-T-025 2 x 100 ≥ 4 x Ø8 L + 610 2 x Ø10 Ø10 25 750

5 CFS-T-050 2 x 140 ≥ 4 x Ø10 L + 720 2 x Ø12 Ø16 35 1000

7.5 CFS-T-075 2 x 160 ≥ 6 x Ø10 L + 720 2 x Ø12 Ø16 40 1150

10 CFS-T-100 2 x 180 ≥ 8 x Ø10 L + 720 2 x Ø16 Ø20 50 1300

15 CFS-T-150 2 x 240 ≥ 6 x Ø12 L + 1000 2 x Ø16 Ø25 80 1500

20 CFS-T-200 2 x 350 ≥ 10 x Ø12 L + 1000 2 x Ø16 2 x Ø25 80 1500

32 CFS-T-320 2 x 400 ≥ 10 x Ø16 L + 1100 2 x Ø16 2 x Ø25 80 1500

ß<60°

The stirrups adjacent to the anchor should be installed as close as possible to the recess former and then at a spacing of 150mm. The angle lift reinforcement should also be placed as close as possible to the recess former and with full contact to the anchor in the opposite direction to the load.

For light panels with plenty of reinforcement angle pull U bar is not necessary as T-anchor is supported by clutch in a similar way.


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TYPE T - AXIAL LIFTING OF BEAMS AND WALLS WITHOUT ADDITIONAL REINFORCEMENT

The values in this table are valid when using additional reinforcement shown on the next page.

Continued on the next page

Continued from the previous page

Load Group, T



Wall thickness, s

Load Capacity*

Axial capacity ß up to 30° from vertical

Angled pull capacity ß up to 60° ** from vertical





1.3

CFS-T-013-0085 85 135

100 12.2 9.8 13.0 13.0

120 13.0 11.2 13.0 13.0

140 13.0 12.5 13.0 13.0

CFS-T-013-0120 120 190

100 12.2 10.7 13.0 13.0

120 13.0 12.7 13.0 13.0

140 13.0 13.0 13.0 13.0

CFS-T-013-0240 240 370

100 12.2 9.9 12.7 13.0

120 13.0 13.0 13.0 13.0

140 13.0 13.0 13.0 13.0

2.5

CFS-T-025-0120 120 190

120 18.1 14.5 23.3 25.0

140 20.3 16.2 25.0 25.0

160 22.4 17.9 25.0 25.0

CFS-T-025-0170 170 265

100 20.7 16.5 25.0 25.0

120 23.7 19.0 25.0 25.0

140 25.0 21.3 25.0 25.0

CFS-T-025-0280 280 430

80 18.4 18.4 23.8 25.0

100 23.0 23.0 25.0 25.0

120 25.0 25.0 25.0 25.0

5

CFS-T-050-0240 240 370

200 45.7 36.5 50.0 50.0

220 49.1 39.2 50.0 50.0

240 50.0 41.9 50.0 50.0

CFS-T-050-0340 340 520

160 50.0 40.6 50.0 50.0

180 50.0 44.4 50.0 50.0

200 50.0 48.0 50.0 50.0

Load Group, T



Wall thickness, s

Load Capacity*

Axial capacity ß up to 30° from vertical

Angled pull capacity ß up to 60° ** from vertical





7.5

CFS-T-075-0200 200 305

240 45.1 45.1 58.2 68.8

260 47.8 47.8 61.8 73.1

280 50.6 50.6 65.3 75.0

CFS-T-075-0300 300 455

200 54.1 54.1 69.9 75.0

220 58.1 58.1 75.0 75.0

240 62.2 62.2 75.0 75.0

10

CFS-T-100-0170 170 260

300 46.4 32.7 60.0 70.9

350 52.1 41.7 67.3 79.6

400 57.6 46.1 74.4 88.0

CFS-T-100-0340 340 515

280 76.6 61.3 98.9 100.0

300 80.7 64.5 100.0 100.0

320 84.7 67.7 100.0 100.0

CFS-T-100-0680 680 1025

160 73.7 70.0 95.2 100.0

180 83.0 76.5 100.0 100.0

200 92.2 82.8 100.0 100.0

15

CFS-T-150-0300 300 450

350 81.3 65.0 104.9 124.2

400 89.5 71.9 116.0 137.2

500 106.2 85.0 137.1 150.0

CFS-T-150-0400 400 600

350 102.5 82.0 132.3 150.0

400 113.2 90.6 146.2 150.0

450 123.7 99.0 150.0 150.0

20

CFS-T-200-0340 340 505

500 116.6 93.3 150.6 178.2

750 158.1 126.5 200.0 200.0

1000 196.2 156.9 200.0 200.0

CFS-T-200-0500 500 745

400 134.8 107.9 174.1 200.0

500 159.4 127.5 200.0 200.0

600 182.8 146.2 200.0 200.0

CFS-T-200-1000 1000 1500

240 154.9 128.6 199.9 200.0

300 190.0 152.0 200.0 200.0

330 200.0 163.2 200.0 200.0

32

CFS-T-320-0320 320 470

600 126.7 101.3 163.5 193.5

800 157.2 125.7 202.9 240.1

1200 177.2 141.8 228.8 270.7

CFS-T-320-0700 700 1040

500 208.6 166.9 269.4 318.7

600 239.2 191.4 308.8 320.0

750 282.8 226.2 320.0 320.0

CFS-T-320-1200 1200 1790

400 272.5 218.0 320.0 320.0

450 297.7 238.2 320.0 320.0

500 320.0 257.8 320.0 320.0

fci = concrete cube strength at the time of lifting

* All panels must include a minimum of the “ 1 Square Mesh Reinforcement” from the table shown on page number 04-09

** For angled pulls lifting with chains at an angle of β > 60° “ 4 Angled Pull Reinforcement” must be considered according page 04-09.



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Load Group, T


Min axial edge distance, amin***

Load Capacity for thin slabs*

Minimum slab thickness, s

Axial & angled pull capacity ß up to 60° **

Axial and angled capacity ß up to 60° **

Axial and angled capacity ß up to 60° **

fci = 15 N/mm2 fci = 25 N/mm2 fci = 35 N/mm2

mm mm mm kN kN kN

1.3

CFS-T-013-040 40 90 75 3.0 3.9 11.9CFS-T-013-050 50 110 85 10.1 13 13CFS-T-013-065 65 130 100 13 13 13CFS-T-013-085 85 160 120 13 13 13CFS-T-013-120 120 190 155 13 13 13

2.5

CFS-T-025-055 55 120 90 11.2 14.5 17.1CFS-T-025-065 65 145 100 13.8 17.8 21.1CFS-T-025-085 85 165 120 19.5 25 25CFS-T-025-120 120 205 155 25 25 25CFS-T-025-170 170 260 205 25 25 25

5

CFS-T-050-085 85 180 125 20.1 26 30.8CFS-T-050-095 95 200 135 23.3 30 35.5CFS-T-050-120 120 240 160 31.7 41 48.5CFS-T-050-180 180 315 220 50 50 50CFS-T-050-240 240 320 280 50 50 50

7.5

CFS-T-075-100 100 210 140 24.5 31.6 37.4CFS-T-075-120 120 245 160 31.3 40.4 47.8CFS-T-075-140 140 275 180 38.6 49.9 59CFS-T-075-165 165 315 205 48.6 62.7 74.2CFS-T-075-200 200 355 240 63.8 75 75CFS-T-075-300 300 455 340 75 75 75

10

CFS-T-100-115 115 235 155 29.1 37.5 44.4CFS-T-100-135 135 275 175 36.3 46.8 55.4CFS-T-100-150 150 295 190 42 54.3 64.2CFS-T-100-170 170 330 210 50.2 64.8 76.6CFS-T-100-200 200 365 240 63.2 81.7 96.6CFS-T-100-250 250 445 290 87.3 100 100CFS-T-100-340 340 515 380 100 100 100

15

CFS-T-150-140 140 280 180 37.5 48.4 57.2CFS-T-150-165 165 320 205 47.3 61.1 72.3CFS-T-150-200 200 365 240 62.4 80.6 95.3CFS-T-150-300 300 510 340 113 145.8 150CFS-T-150-400 400 600 440 150 150 150

20

CFS-T-200-200 200 390 240 61.6 79.5 94.1CFS-T-200-240 240 450 280 80.5 103.9 122.9CFS-T-200-340 340 590 380 134.9 174.2 200CFS-T-200-500 500 745 540 200 200 200

32

CFS-T-320-200 200 400 250 62.4 80.5 95.3CFS-T-320-250 250 500 300 86.4 111.5 132CFS-T-320-280 280 535 330 102.1 131.8 155.9CFS-T-320-320 320 560 370 124.4 160.6 190

fci = concrete cube strength at the time of lifting.

* Minimum structural reinforcement is required as per Eurocodes or “ 1 Square Mesh Reinforcement” on page 04-09.

** For angled pulls lifting with chains at an angle of β > 30° will require the “ 4 Angled Pull Reinforcement” as shown in the same table on page 04-09.

** When using two or more anchors, they should be spaced at a minimum of 2amin apart.

TYPE T - AXIAL LIFTING OF THIN SLABS

Load Group, T


Min axial edge distance, amin***

Load Capacity for thicker slabs*

Minimum slab thickness, s

Axial capacity β up to 30° **

Angled pull capacity ß up to 60° **

Axial and angled capacity β up to 60° **

Axial and angled capacity β up to 60° **



1.3

CFS-T-013-040 40 90 90 8.8 8.8 11.3 13CFS-T-013-050 50 110 110 12 10.4 13 13CFS-T-013-065 65 130 140 13 13 13 13CFS-T-013-085 85 160 180 13 13 13 13CFS-T-013-120 120 190 250 13 13 13 13

2.5

CFS-T-025-055 55 120 120 13.3 13.3 17.2 20.4CFS-T-025-065 65 145 140 17 17 22 25CFS-T-025-085 85 165 180 25 20.1 25 25CFS-T-025-120 120 205 250 25 25 25 25CFS-T-025-170 170 260 350 25 25 25 25

5

CFS-T-050-085 85 180 180 25.7 25.7 33.1 39.2CFS-T-050-095 95 200 200 30.2 30.2 39 46.2CFS-T-050-120 120 240 250 42.7 40 50 50CFS-T-050-180 180 315 370 50 50 50 50CFS-T-050-240 240 320 490 50 50 50 50

7.5

CFS-T-075-100 100 210 205 31.6 31.6 40.9 48.3CFS-T-075-120 120 245 245 41.7 41.7 53.8 63.6CFS-T-075-140 140 275 285 52.6 52.6 67.9 75CFS-T-075-165 165 315 335 67.6 60 75 75CFS-T-075-200 200 355 405 75 72.4 75 75CFS-T-075-300 300 455 605 75 75 75 75

10

CFS-T-100-115 115 235 230 38 38 49.1 58.1CFS-T-100-135 135 275 270 48.7 48.7 62.9 74.4CFS-T-100-150 150 295 300 57.3 57.3 73.9 87.5CFS-T-100-170 170 330 340 69.4 69.4 89.6 100CFS-T-100-200 200 365 400 89.2 80 100 100CFS-T-100-250 250 445 500 100 100 100 100CFS-T-100-340 340 515 680 100 100 100 100

15

CFS-T-150-140 140 280 275 49.8 49.8 64.3 76.1CFS-T-150-165 165 320 325 64.5 64.5 83.2 98.5CFS-T-150-200 200 365 395 87.2 87.2 112.5 133.1CFS-T-150-300 300 510 595 150 131.3 150 150CFS-T-150-400 400 600 795 150 150 150 150

20

CFS-T-200-200 200 390 390 85.1 85.1 109.9 130CFS-T-200-240 240 450 470 113.7 113.7 146.7 173.6CFS-T-200-340 340 590 670 196.9 160 200 200CFS-T-200-500 500 745 990 200 200 200 200

32

CFS-T-320-200 200 400 385 83.8 83.8 108.1 127.9CFS-T-320-250 250 500 485 119.7 119.7 154.5 182.9CFS-T-320-280 280 535 545 143.4 143.4 185.1 219CFS-T-320-320 320 560 625 177.2 177.2 228.8 270.7

*Angled pull of 30º <=β <= 60º without angled pull reinforcement is only allowed for:

fci ≥ 15N/mm2 and edge distance > 3 x amin

or fci ≥ 25N/mm2 and edge distance > 2.5 x amin

or fci ≥ 35N/mm2 and edge distance > 2 x amin

** With a concrete strength fci ≥ 23N/mm2 FQ=Fs=Fz

***Angled pull with cables/chains spread of β >60º is not permited!

TYPE T - AXIAL LIFTING OF THICK SLABS

1

amin

2

3


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TYPE T - ADDITIONAL REINFORCEMENT FOR ANGLED LIFTING OF SLABS

For slab-type elements where lifting occurs at an angle greater than 30° from the vertical, the reinforcement below must be considered in addition to the mesh or other reinforcement specified by the engineer.

The angle lift reinforcement should also be placed as close as possible to the recess former and with full contact to the anchor in the opposite direction to the load.

This angled reinforcement may be omitted if the edge distance is increased to the following:

At Edge distance fcu = 15N/mm2 3 x amin fcu = 25N/mm2 2.5 x amin fcu = 35N/mm2 2 x amin

≤45º

Reinforcement required

Use a Type TKA Tilt Anchor

Additional reinforcement not required

Part No Load Group, T Angled Lift Reinforcement

BSt 500s

da c la

(mm)

CFS-T-013 1.3 Ø8 25 400

CFS-T-025 2.5 Ø10 25 750

CFS-T-050 5 Ø16 35 1000

CFS-T-075 7.5 Ø16 40 1150

CFS-T-100 10 Ø20 50 1300

CFS-T-150 15 2xØ20 80 1500

CFS-T-200 20 2xØ25 80 1500

CFS-T-320 32 2xØ25 80 1500

dac

La

d

d

Ls

Angle Lift Reinforcement

10 mm minimumclearance gap

s

ar

d

A x A

D

E

TYPE TPA - SPHERICAL HEAD PLATE ANCHORS

fcu = concrete cube strength at the time of lifting

* The load is transmitted through the anchor plate and is distributed by reinforcement. This may be the main reinforcement passing over and touching the plate, or specific additional reinforcement. The minimum reinforcement that must pass over the plate is shown below.

** For angled pulls with chains at an angle of β > 30° will require the “Angled Pull Reinforcement” must be considered.


Anchors are available in black carbon steel (standard), hot dip galvanised steel.

The plate anchor is recommended where there is a thin precast slab and where the anchorage of the T-anchor is not possible.

Load Group, T

Part No

Leng

th o

f anc

hor,

L***

Plat

e si

ze, A

x A

x e

Min

edg

e di

stan

ce, a

min

Min

imum

sla

b th

ickn

ess,

s

Load Capacity*Reinforcement

Required

Perm

issi

ble

axia

l fo

rce

with

out

angl

e 0

Axia

l or a

ngle

d

pull

capa

city

ß

up to

60°

**

Angl

ed p

ull

capa

city

ß

up to

60°

**

Axia

l and

ang

led

capa

city

β

up to

60°

**

Axia

l and

ang

led

capa

city

β

up to

60°

**

ds Ls

fci = 25 N/mm2

fci = 15 N/mm2

fci = 25 N/mm2

fci = 35 N/mm2

fci = 60 N/mm2

mm mm mm mm kN kN kN kN mm mm

2.5 CFS-TPA-025-055 5570 x 70 x 6

280 85 25 10.8 13.9 16.5 18.7 Ø8 200

5 CFS-TPA-050-065 6590 x 90 x 8

500 100 50 16.1 20.8 24.6 27.9 Ø12 450

10 CFS-TPA-100-115 11590 x 90 x 10

640 150 100 34.6 44.7 52.8 59.9 Ø16 600


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TSG - OFFSET SPHERICAL HEAD ANCHOR TSG - OFFSET SPHERICAL HEAD ANCHOR - CONTINUED

* When using two or more anchors, they should be spaced at a minimum of 2amin apart** The additional reinforcement shown in this table must be provided.

The cranked lifting anchors differ from a T-anchor only by its cranked shape. This special shape is used in sandwich panels to allow the panel to hang vertically below it’s centre of gravity. The foot is installed in the middle of the load bearing layer of the panel, whilst the head is positioned at the centroid.

If the panel is cast with the loadbearing part on top, it is possible to use the anchors to tilt the units upright. If the loadbearing element is on this bottom, this is not possible.

Angled pull lifts are not permitted due to the position of the head of the anchor, thus a spreader beam or other provision is required to ensure a pure axial lift.

Load Group, T

Part No

Leng

th o

f anc

hor,

L

Min

edg

e di

stan

ce, a

min

*

Wal

l thi

ckne

ss, s

Load Capacity** Reinforcement Required

Axia

l cap

acity

ß

= 0

°

Axia

l cap

acity

ß

= 0

°

Tran

sver

se p

ull

capa

city

(tilt

ing

pane

l)

Tran

sver

se p

ull

capa

city

(tilt

ing

pane

l)

Squa

re M

esh

Rein

forc

emen

t

Stirr

ups

Edge

Re

info

rcem

ent

Offs

et

fci = 15 N/mm2

fci = 25 N/mm2

fci = 15 N/mm2

fci = 25 N/mm2 Ø x Ls ds a

mm mm mm kN kN kN kN mm2/m mm x mm mm mm

1.3 CFS-TSG-013-227 227 130 80 13 13 6.5 6.5 2 x 60 Ø6 x 400 2 x Ø10 50

2.5 CFS-TSG-025-268 268 185 100 15.9 20.3 9.5 12.2 2 x 100 Ø8 x 500 2 x Ø10 50

5 CFS-TSG-050-466 446 410100 35.2 45.4 21.2 25

2 x 140 Ø8 x 750 2 x Ø10 60140 45.3 50 25 25

7.5 CFS-TSG-075-644 644 605120 50.9 65.8 30.5 37.5

2 x 160 Ø10 x 1000 2 x Ø12 70150 60.2 75 36 37.5

10 CFS-TSG-100-667 667 610140 66.5 86 39.9 50

2 x 180 Ø10 x 1000 2 x Ø12 70180 80.3 100 48.2 50

15 CFS-TSG-150-825 825 750180 103.2 133 61.9 75

2 x 240 Ø10 x 1000 2 x Ø16 90220 120 150 72 75

20 CFS-TSG-200-986 986 1015200 135.1 174.4 81.1 100

2 x 350 Ø12 x 1100 2 x Ø16 90250 159.7 200 95.9 100

amin

d

Lsu

u Bar

u Bar

Edge Reinforcement

Edge Reinforcement

Edge Reinforcement

Edge Reinforcement

amin

d

Lsu

u Bar

u Bar

Edge Reinforcement

Edge Reinforcement

Edge Reinforcement

Edge Reinforcement

Not advisable(diagonal pull with ß >30° is not permitted)

Using a spreader beam can help to prevent concrete spalling when precast elements are being lifted and transported or during installation.


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Load Group, T


Min edge distance, amin*

Wall thickness, s

Load Capacity** Reinforcement Required

Axial capacity ß up to 30°

Angled pull capacity ß up to 60o ***

Axial and angled capacity β up to 60o ***

Square Mesh Reinforcement

Stirrups Edge Reinforce-ment

Angled Pull Reinforcement***

fci = 15 N/mm2

fci = 15 N/mm2

fci = 25 N/mm2

Ø x Ls ds c La **

mm mm mm kN kN kN mm2/m mm x mm mm x mm mm mm mm

2.5CFS-TKS-025-0400 400 460

80 25 20 25 2 x 100 Ø8 x 610 - Ø10 24 300

100 25 20 25 2 x 100 - - Ø10 24 300

120 25 20 25 2 x 100 - - Ø10 24 300

CFS-TKS-025-0520 520 460 100 25 20 25 2 x 100 - - Ø10 24 300

5CFS-TKS-050-0580 580 675

100 40.9 32.7 50 2 x 140 Ø10 x 720 2 x Ø12 Ø12 34 500

120 44.2 35.4 50 2 x 140 Ø10 x 720 2 x Ø12 Ø12 34 500

140 47.1 37.7 50 2 x 140 - 2 x Ø12 Ø12 34 500

160 50 40 50 2 x 140 - 2 x Ø12 Ø12 34 500

CFS-TKS-050-0900 900 675 120 50 40 50 2 x 140 Ø10 x 820 2 x Ø12 Ø12 34 500

7.5 CFS-TKS-075-0750 750 875

120 66.1 52.9 75 2 x 160 Ø10 x 720 2 x Ø12 Ø20 41 500

140 70.1 56.1 75 2 x 160 Ø10 x 720 2 x Ø12 Ø20 41 500

160 75 60 75 2 x 160 - 2 x Ø12 Ø20 41 500

10CFS-TKS-100-0870 870 1025 140 100 80 100 2 x 180 Ø10 x 800 2 x Ø16 Ø20 49 550

CFS-TKS-100-1300 1300 1025 160 100 80 100 2 x 180 Ø10 x 920 2 x Ø16 Ø20 49 550

15CFS-TKS-150-1080 1080 1250 160 150 120 150 2 x 240 Ø12 x 1020 2 x Ø16 Ø25 70 550

CFS-TKS-150-1550 1550 1250 200 150 120 150 2 x 240 Ø12 x 1020 2 x Ø16 Ø25 70 550

Load Group, T


Diameter of hole, ØC

Min edge distance, amin*

Wal

l thi

ckne

ss, s

Load Capacity ** Reinforcement Required

Axial capacity ß up to 30°

Angled pull capacity ß up to 45°***

Axial & angled pull capacity ß up to 45o ***

Square Mesh Reinforce-ment

Anchorage Reinforcement

Øe E

fci = 15 N/mm2

fci = 15 N/mm2

fci = 25 N/mm2

fci = 15 N/mm2 fci = 25 N/mm2

fci = 35 N/mm2

mm mm mm kN kN kN kN mm2/m mm mm mm mm

1.3 CFS-O-013-065 65 9 250 80 13 10.2 13 2 x 60 Ø8 700 600 450

2.5 CFS-O-025-090 90 13 300 80 25 20 25 2 x 100 Ø12 1100 700 600

5 CFS-O-050-120 120 18 375 100 50 40 50 2 x 140 Ø16 1600 1100 900

10 CFS-O-100-115 115 25 600 140 100 80 100 2 x 115 Ø20 2000 1400 1100

20 CFS-O-200-250 250 37 750 180 200 160 200 2 x 240 Ø32 3000 2000 1700

32 CFS-O-320-300 300 47 1000 260 320 256 320 2 x 350 Ø40 3800 2700 2100

TYPE TKS - ROD ANCHORS TYPE O - EYE ANCHOR

The rod lifting anchor is used in very thin walls and the precast beams. The anchor forces are transmitted into the concrete through the ribs of the steel bar.

Type - O eye lifting anchor is used whenever the load transfer through the anchor foot is not possible. It is designed for use in slender reinforced concrete and also suitable for lightweight concrete elements - please contact CFS for capacity reduction for reduced bond strength.

The eye anchor is designed so that the total anchor force is transferred into the concrete via the reinforcement bar. This bar is installed so that it is firmly fixed in contact with the anchor hole. The reinforcing bar must be vent at an angle of 30°.

dac

La

d

d

Ls

dac

La

d

d

Ls

Edge Reinforcement

dac

La

d

d

Ls

Stirrups

Angle Lift Reinforcement



* When using two or more anchors, they should be spaced at a minimum of 2amin apart

** The additional reinforcement shown in this table must be provided.

*** This angled pull reinforcement is required for pulls at an angle of 30° ≤ β ≤ 60° unless:

fci ≥ 15N/mm2 and edge distance > 3 x amin

or fci ≥ 25N/mm2 and edge distance > 2.5 x amin

or fci ≥ 35N/mm2 and edge distance > 2 x amin


Anchorage reinforcement E can be bent. E/2 *0.7 + 5*d

Reinforced area ≥ 3 L

ß<45°

The stirrups adjacent to the anchor should be installed as close as possible to the recess former and then at a spacing of 150mm. The angle lift reinforcement should also be placed as close as possible to the recess former and with full contact to the anchor in the opposite direction to the load.


E/2

E/2

E

5*d


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Part No Load Group, TR

mm

CFS-RB-013* 1.3 30

CFS-RB-025* 2.5 37

CFS-RB-050* 5 47

CFS-RB-075* 7.5 60

CFS-RB-100* 10 60

CFS-RB-150 15 80

CFS-RB-200 20 80

CFS-RB-320 32 108

Part NoLoad Group, T

R n o

mm

CFS-NRB-013 1.3 30 47 37

CFS-NRB-025 2.5 37 59 44

CFS-NRB-050* 5 47 78 60

CFS-NRB-075 7.5 60 97 77

CFS-NRB-100 10 60 97 77

RECESS FORMERS FOR SPHERICAL HEAD ANCHORSThe installation of the Spherical-Head Lifting Anchor is achieved with the help of a semi-spherical recess former. This enables the simple and secure positioning, as well as the recessed setting of the lifting anchor. Additionally the dimensions of the recess former ensure that only the correct lifting clutch can be used.

The load group is also marked on the top of the former. The recess former is fixed to the formwork by means of either a bolt (timber) or a magnet (steel). The recess formers are produced from reusable materials e.g. rubber or steel.

Standard Recess Former - Type RB

The Rubber Recess formers are produced from stable shape, oil and temperature (120°C) resistant rubber and can be used repeatedly.

The CFS-RB recess former is used with the T anchor, O anchor, TPA anchor, TKS anchor and TSG anchor.

* Common rubber former types

* Common rubber former types

Narrow Recess Former - Type NRB

The Rubber Recess Formers are produced from stable shape, oil and temperature (120°C) resistant rubber and can be used repeatedly.

The CFS-NRB recess former is used with the T anchor, O anchor, TPA anchor, TKS anchor and TSG anchor. Is often used for thin elements such as panels.

UTILITY ANCHORS

C C

A A

BB

C C

A A

BB

C C

A A

BB

Part No Type

Dimensions Minimum Panel Thickness (mm)

Edge Distance (mm)

Safe Working Load (kN)Weight (kg)A

(mm)B (mm)

C (mm)

Tension 90º

Shear 90º

Tension Shear 45º

Utility Anchor - Plain

CFS-UT-75-121877 4UA444 130 30 10 100 230 14 26 10 0.15

CFS-UT-75-123442 5UA444 150 100 10 125 250 17 34 12 0.34

CFS-UT-75-123441 5UA671 190 100 20 125 250 20 37 14 0.45

CFS-UT-75-121888 6UA444 190 120 10 140 300 20 42 14 0.34

CFS-UT-75-121889 6UA671 190 120 20 140 300 33 70 23 0.45

CFS-UT-75-121891 8UA671 250 170 20 190 400 48 84 34 0.68

Utility Anchor - HDG

CFS-UT-75-123314 4UA444 130 80 10 10 230 14 26 10 0.15

CFS-UT-75-123318 5UA444 150 100 10 125 250 17 34 12 0.34

CFS-UT-75-123319 5UA671 190 100 20 125 250 20 37 14 0.45

CFS-UT-75-123315 6UA444 190 120 10 140 300 20 42 14 0.34

CFS-UT-75-123316 6UA671 190 120 20 140 300 33 70 23 0.45

CFS-UT-75-123317 8UA671 250 170 20 190 400 48 84 34 0.68

Heavy Duty Utility Anchor

CFS-UT-75-H-124738 12UA875 400 280 20 300 760 107 107 107 2.27

Part No Type Description Weight (kg)

Utility Anchor Former

CFS-UT-76-444-90 90° 444 Anchor 0.61

CFS-UT-76-444-45 45° 444 Anchor 0.61

CFS-UT-76-671-90 90° 671 Anchor 0.61

CFS-UT-76-671-45 45° 671 Anchor 0.61

Utility Anchor Cover Patch

CFS-UT-76-CP

C C

A A

BB

UT-75Utility Anchor

UT-75 -HHeavy Duty Utility Anchor

UT-76Utility Anchor Former

UT-76-CPUtility Anchor Cover Patch


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Part NoLoad Group, T

A B C D E F G

mm

CFS-H2-013 1.3 44 74 70 56 54 32 162

CFS-H2-025 2.5 56 88 85 68 66 42 196

CFS-H2-050 5 68 118 88 88 83 57 237

CFS-H2-075/100 10 82 160 112 112 113 73 339

CFS-H2-150/200 20 113 191 135 152 151 110 447

CFS-H2-320 32 175 269 189 195 214 153 584

SPHERICAL HEAD ANCHOR LIFTING DEVICES

LIFTING CLUTCHES - TYPE H2

The spherical head lifting anchor system has long been in use for hoisting, transporting and assembling concrete elements.

The anchor is secured in the concrete by means of a rubber former. Once the concrete has cured, the former can be removed from the element mould. The design of the clutch ensures safe and tight connection to the anchor.

Zinc-plated, with test certificate. The universal lifting clutch is made of wear resistant and age-resistant steel. This clutch can also be used for tilting.

The spherical ball fits exactly in the concrete cavity. Thanks to the weight distribution, it is impossible for the ball on the lifting clutch to come loose from the anchor when under load. This means that no separate locking mechanism is necessary.

The lifting clutch is delivered with an individual certificate in accordance with European standards.

After the lifting clutch has been tested with a test load of three times the authorised load, it is given an individual number which corresponds to the number on the test certificate.

FIXING ACCESSORIES FOR MOULD FORMERS - IP AND IPDV

There are two types of fixing accessories:

Use either a projecting stud with a wing nut (IPDV) or an internal plate with a threaded hole (IP).

Recess former with magnet type MPS and securing rings type RRM

The MPS recess former is made from stainless steel and used with the T anchor, O anchor, TPA anchor, TKS anchor and TSG anchor. When these anchors are used a rubber ring RRM must be used to secure the anchor head firmly in the magnetic former.

F

Permitted load

BA

C

F

G

DE

Fixing Plate Fixing Plate with Threaded Rod and Wing Nut Load Group, T Thread

IP Part No IPDV Part No

CFS-IP-013 CFS-IPDV-13 1.3 M8

CFS-IP-025 CFS-IPDV-025 2.5 M10

CFS-IP-050 CFS-IPDV-050 5 M10

CFS-IP-075/100 CFS-IPDV-075/100 7.5/10 M12

CFS-IP-150/200 CFS-IPDV-150/200 15/20 M12

CFS-IP-320 CFS-IPDV-320 32 M16

Magnetic Recess Former

Rubber Ring Load Group, T

Magnetic Recess Former Rubber Ring

ØD B ØM ØC D d t

Part No Part No mm

CFS-MPS-13 CFS-RRM-13 1.3 66.5 11 M12 20 21 10 11

CFS-MPS-25 CFS-RRM-25 2.5 80 11 M12 30 31 14 12

CFS-MPS-50 CFS-RRM-50 5 100 13 M12 37 38 20 14

CFS-MPS-100 CFS-RRM-100 100 129 16 M16 48 49 28 20

F

Permitted load

BA

C

F

G

DE

IP type

IPDV type

H = 100mm

F

Permitted load

BA

C

F

G

DE

M

MPS – Round Magnet Recess Former RRM – Rubber Rings

F

Permitted load

BA

C

F

G

DE

45t available on request


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LIFTING AND TURNING DEVICES

This is designed so that large elements can be rotated about their centre of gravity making handling of the units simplified. Ideal for products such as pipes or culverts available in the weight range 1.3 t to 32 t.

For anchor selection and applied reinforcement, please consult CFS for your particular application.

A. Before Installation

Pipe

B. After Installation

Culvert - Turning on C.O.G. point

TURNING DEVICES


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CHAIN SETS FOR STATICALLY DETERMINATE LIFTING The sling assembly must be used in accordance with the information shown on this page. Removal of any part of the sling assembly is not permitted.

Lifting Systems are designed and to be used as one complete assembly. The design ensures that the load is distributed evenly over all four lifting points. The sling assembly must be used in accordance with the information shown on this page. Removal of any part of the sling assembly is not permitted.

Permitted shortened chain length (overall) Box C1 HX = Full Length Chain

Box A Horizontal unit

Box BPitched unit

Box C Max level difference

Pitched units 7 Core (10600 Long Chain set)

Pitched units 9 Core (8600 Long Chain set)

UNIT TYPE

Sm

all C

hain

Set

UNIT Length (M) (L)

(HX) (HY) (HX) (HY) 9 Core 7 Core (HX) (HY) (C1) (HX) (HY) (C1)

75 Slab 6 3100 3100 3500 2700 1500 1500 10600 9100 2000 8600 7100 2000

100 Slab 8 4500 4500 5100 3900 2000 2000 10600 8500 2700 8600 6600 2700

150 Sound Slab 12 7300 7300 8200 6300 3100 3100 10600 7600 4100 8600 6000 4100

150 1/2hr Slab 10 5900 5900 6700 5100 2500 2500 10600 8000 3400 8600 6200 3400

200 2hr Sound Slab 14 8800 8800 9800 7600 - 3300 10600 8200 2600 - - -

250/260 2hr Slab 16 10600 10600 10600 10240 - 500 10600 10240 500 - - -

300 2hr Slab

Larg

e C

hain

Set 16.5 10600 10600 10600 10240 - 500 10600 10240 500 - - -

350 2hr Slab

400 2hr Slab

400 2hr Slab

For Unit Weights see Separate Unit Weight Chart

Special lifting system for use with mechanically inserted lifting points

Note 1. The overall length of each Lifting System is designed to accommodate the maximum length of the respective products.

In the event of height difficulties in handling shorter products it is permitted to reduce the overall set length by use of the shortening clutches only on chain A.

Do not shorten to a length less than shown in Box A for horizontal unit or Box B for pitched units.

Box C indicates the pitch dimension C for pitched units indicated in Box B.

Box C1 indicates the pitch dimension when chain HX is not shortened.

The angle of 90º at apex must not be exceeded.

Note 2. For any unit length between those stated above round up to the next size i.e. 6.9M to 8M.

Note 3. Slab units must be lifted on all the lifting points provided. i.e. greater than 600 wide 4 No and less than 600 wide 2 No.

(HX) (HY)

80°

LH9Chain A

Top 2 Leg 13mm Set

LH9 chain_BTri-Plate 2 Leg 10mm Set

LH9_chain C2Leg 10mm Set

50°

LH9_ESafety Chain

4xD4xD LH9_DSafety Chain (L)

12300

(LH9) Small Chain set for 9 Core Units75 Plank to 260 Deep Units

2200

6400

Apex

(HX) (HY)

78°

LH7Chain A

Top 2 Leg 16mm Set

LH7_Chain BTRI-Plate 2Leg 13mm SetLH7_

Chain C2Leg 13mm Set

51°

LH7_ESafety Chain

4xD4xD LH7_DSafety Chain

16500 (L) Max product length

(LH7) Large Chain sling for 7 Core Units300 to 450 Deep Units

2200

8400

Apex

(

(HX)

(HY)90°

Cor

C1

Chain

length

=

seeBox

Bor

C1,co

lumn HX

Pitched chain length =

see Box B or C1, column HY

See Box Cor column C1 formaximum permittedlevel difference

Chain length arrangement for pitching unitsto maintain max included chain angle of 90°

D

Apex

9 core lifting system + lifting clutch

Small lifting system (9 core)

Large lifting system (7 core)

Concrete Hollowcore Flooring Product Range75-260 Deep with 9 Cores

Small Lifting System 7.5T

C/W 6No Shortening Devices

Load Group, TOverall Chain

LengthOverall Chain Sling Weight

7.5T 8.6m 119kg

Concrete Hollowcore Flooring Product Range300-450 Deep with 7 Cores

Large Lifting System 11.2T

C/W 6No Shortening Devices

Load Group, TOverall Chain

LengthOverall Chain Sling Weight

11.2T 10.6m 217kg


In addition to chain sets you may require one of the following lifting devices. Please check with your flooring company which type of lifting anchor has been cast in.

Spherical Head Clutch 1.3T to 32T SWL

Quick Lift Clutch 1.3T to 26T SWL

Threaded Lifting Loop 0.5T to 12.5T SWL

Rotating Eye Lifter 0.5T to 12.5T SWL

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

[email protected] · www.schroeder-neuenrade.de10

/20

06

/WW

List

42Lifting Loops

Load Metric thread Round thread Dimensions Approx. Load capacitystages (Rd) [mm] weight [kg]

perpiece

d d[kg] [mm] Ref. No. [mm] Ref. No. g L s [kg] axial

500 M 12 k4212m Rd 12 k4212r 22 130 6 0.06 900

800 M 14 k4214m Rd 14 k4214r 25 150 7 0.10 1400

1200 M 16 k4216m Rd 16 k4216r 27 170 8 0.14 1700

1600 Rd 18 k4218r 34 190 9 0.20 2400

2000 M 20 k4220m Rd 20 k4220r 35 210 10 0.25 3200

2500 M 24 k4224m Rd 24 k4224r 43 260 12 0.45 3900

3000 M 27 k4227m 48 280 13 0.65 4900

4000 M 30 k4230m Rd 30 k4230r 56 340 16 1.05 5000

6300 M 36 k4236m Rd 36 k4236r 68 380 18 1.55 7900

8000 M 42 k4242m Rd 42 k4242r 80 420 20 2.25 10200

12500 M 52 k4252m Rd 52 k4252r 97 550 26 4.75 17500

The loops are suitable forinclined andtransversal pullin combinationwith differenttransportanchors.

Load stages are the same for all product groups.

Load capacity is the maximum loadthat complies with the “SafetyStandards for Transport Anchorsand Transport Systems in PrecastConcrete Elements“.All safety factors for the breakage of rope (4), steel and concrete (3) have been included in the calcula-tion.

WARNING

For up to 45°inclined pull only

Documents

SPHERICAL HEAD ANCHORS 04 - CFS Fixings