Terwa 1D System

TECHNICAL MANUAL – 1D SYSTEM

alterations reserved 2/19/2010

1D LIFTING SYSTEM

FIXING SYSTEM



TABLE OF CONTENTS:

1D LIFTING SYSTEM ............................................................................................................................................................... 1

FIXING SYSTEM ...................................................................................................................................................................... 1

INTRODUCTION ..................................................................................................................................................................... 4

PRODUCTS RANGE ................................................................................................................................................................. 4

LIFTING SYSTEMS ...................................................................................................................................................................... 4

FIXING SYSTEMS ........................................................................................................................................................................ 4

TECHNICAL CONSIDERATIONS ............................................................................................................................................... 6

GENERAL GUIDANCE FOR ALL LIFTS .......................................................................................................................................... 6

GENERAL GUIDANCE FOR THREADED SYSTEMS ........................................................................................................................ 6

SPECIFIC GUIDANCE FOR THREADED SYSTEMS ......................................................................................................................... 7

GENERAL GUIDANCE FOR CAST-IN WIRE LOOP SYSTEMS .......................................................................................................... 7

TECHNICAL INFORMATION – CHOOSING THE TYPE OF ANCHOR ............................................................................................ 8

SAFETY RULES ............................................................................................................................................................................ 8

LOAD CAPACITY ......................................................................................................................................................................... 8

CALCULATION EXAMPLE ...................................................................................................................................................... 11

1) SLAB UNIT ............................................................................................................................................................................ 11

2) DOUBLE-T BEAM ................................................................................................................................................................. 12

3) WALL PANEL ........................................................................................................................................................................ 13

LIFTING SYSTEM .................................................................................................................................................................. 14

THREADED LIFTING LOOP - THL ............................................................................................................................................... 14

LIFTING SLING - THS1 ............................................................................................................................................................... 16

THREADED LIFTING EYE - THS2 ................................................................................................................................................ 18

CAST-IN LIFTING LOOPS – TIL ................................................................................................................................................... 19

LIFTING SOCKETS ................................................................................................................................................................. 22

ANCHORS ................................................................................................................................................................................ 22

LIFTING SOCKET - WAVED END REINFORCING STEEL ............................................................................................................... 22

LIFTING SOCKET – SHORT WAVED END REINFORCING STEEL – TGK ........................................................................................ 22

LIFTING SOCKET – LONG WAVED END REINFORCING STEEL - TGL ........................................................................................... 23

LIFTING SOCKET – STRAIGHT END REINFORCING STEEL - TRL .................................................................................................. 24

LIFTING SOCKET – ANCHOR – HBS ........................................................................................................................................... 25

APPLICATIONS FOR LIFTING SOCKETS ..................................................................................................................................... 27

PLAIN LIFTING SOCKET AND LIFTING SOCKET WITH FLAT END ................................................................................................ 29

PLAIN LIFTING SOCKET HSB-EV WITH STOPER ......................................................................................................................... 29

PLAIN LIFTING SOCKET HSB-SS ................................................................................................................................................ 30

PLAIN LIFTING SOCKET HSB-EV ................................................................................................................................................ 31



LIFTING SOCKET WITH FLAT END HSR-EV................................................................................................................................ 32

APPLICATION FOR PLAIN LIFTING SOCKETS ............................................................................................................................. 33

LIFTING SOCKET WITH FOOT PLATE - HSP ................................................................................................................................ 36

APPLICATION FOR LIFTING SOCKETS WITH FOOT PLATE ......................................................................................................... 37

FIXING AND LIFTING BOLTANCHOR - HBB ............................................................................................................................... 38

FIXING AND POSITIONING BOLTANCHOR - HBP ...................................................................................................................... 40

FIXING INSERTS.................................................................................................................................................................... 41

TECHNICAL CONSIDERATIONS ................................................................................................................................................. 41

GENERAL GUIDANCE FOR FIXING INSERTS .............................................................................................................................. 41

SAFETY RULES AND ADMISSIBLE LOADS .................................................................................................................................. 41

ADMISSIBLE EFFORTS .............................................................................................................................................................. 41

EDGE DISTANCE AND SPACING ................................................................................................................................................ 41

CORROSION PROTECTION ....................................................................................................................................................... 41

TORQUE AND SCREW LENGTH ................................................................................................................................................ 42

CONCRETE QUALITY ................................................................................................................................................................ 42

PARTICULAR CASES ................................................................................................................................................................. 42

REINFORCEMENTS .................................................................................................................................................................. 43

TERWA FIXING INSERTS ....................................................................................................................................................... 44

FIXING INSERT WITH FLAT END AND CROSSDRILLED HOLE - BSR ............................................................................................. 45

FIXING INSERTS WITH FLAT END AND CROSS-PIN - BSRS ......................................................................................................... 46

FIXING INSERTS WITH BENDED END - BSH .............................................................................................................................. 47

FIXING INSERTS WITH NAILING PLATE, FLAT END AND CROSSDRILLED HOLE - BSRF ............................................................... 48

FIXING INSERTS WITH NAILING PLATE, FLAT END WITH CROSSDRILLED HOLE AND CROSS-PIN - BSRFS.................................. 49

FIXING INSERT WITH CROSSDRILLED HOLE - HBU .................................................................................................................... 50

FIXING INSERT WITH CROSSDRILLED HOLE AND CROSS-PIN - HBUS ........................................................................................ 51

FIXING CONNECTOR - KB ......................................................................................................................................................... 52

FIXING CONNECTOR - KBL ....................................................................................................................................................... 53

DOUBLE METRIC MOUNTING PLUG - SN ................................................................................................................................. 53

REUSABLE PLASTIC COVER - AP – WITHOUT THREAD .............................................................................................................. 54

PLASTIC NAILING PLATE KU-2 - VARIANT I .............................................................................................................................. 55

PLASTIC NAILING PLATE KU-10 - VARIANT I ............................................................................................................................ 55

PLASTIC NAILING PLATE KU-2 - VARIANT II ............................................................................................................................. 56

PLASTIC NAILING PLATE KU-10 - VARIANT II ........................................................................................................................... 56

IDENTIFICATION RING – DATA CLIP ......................................................................................................................................... 57

DISCLAIMER ......................................................................................................................................................................... 57



INTRODUCTION

These systems are used for the precast industry. The 1D-lifting and fixing systems are suitable for de-mould, transporting and installing the precast concrete units. These systems can be handled in a simple and safe way. Some of the advantages of this system are: - Different types of lifting sockets, - Threaded lifting loops and cast-in lifting loops, - The lifting system engages and releases in a simple and safe manner, - The fixing systems are economical devices used for assembling the precast unit on the site, - Some of the fixing systems can be re-used, such as access panels which are to be removed for maintenance. The 1-D LIFTING SYSTEM combines a lifting anchor embedded in concrete unit and a lifting device. The cast-in lifting loops are suitable for a single use. After the concrete unit has been installed, normally the external part of the loop has to be cut off. All components of the 1-D SYSTEM are classified by load groups.

PRODUCTS RANGE

LIFTING SYSTEMS

RE-USABLE LIFTING SYSTEM AND TRANSPORT ANCHORS:

- Anchor made from a socket swaged to wavy reinforcement steel. - Plain socket lifting inserts. - Socket welded to a plate. - Anchor made from a socket swaged to a standard screw for thin units. - A lifting loop manufactured from high grade steel wire swaged in a steel ferrule. - Different accessories used to form recess or to fix the inserts on formwork.

CAST-IN LIFTING SYSTEM:

- Steel wire swaged to form a loop. This can be cast into concrete without additional tail. - Can be used with standard crane hook. - Cut off after use.

FIXING SYSTEMS

FIXING INSERTS

- Fixing socket embedded in precast concrete unit. - Ready for set screws.

CONNECTING ELEMENTS AND FIXING ACCESORIES



LIFTING SYSTEMS

THL THS1 TIL THS2

LIFTING AND TRANSPORT ANCHORS

TGL TGK TRL HBS

HBB HSP HSB-SS HSB HSR

FIXING INSERTS

HBP HBB HBU HBUS

BSH BSR BSRS BSRF BSRFS

CONNECTING ELEMENTS AND FIXING ACCESSORIES

KBL KB SN KU-2 KU-10 DATA CLIP



TECHNICAL CONSIDERATIONS

GENERAL GUIDANCE FOR ALL LIFTS

You must ensure that the concrete has at least 15 N/mm² strength before start the lifting. The first choice for most lifting applications is the Lifting Socket with Waved End. For positioning the inserts always check the permitted edge distances and spacing between inserts. We recommend restricting the lift angle to a maximum of 30° when an angled lift is necessary to be used. For a proper choosing of lifting system you must consider how frequently the precast unit is going to be lifted. The cast in threaded elements (anchors or fixing inserts) can be cast flush or recessed for corrosion protection. This recess is filled with fine concrete after use. All the Lifting Systems are tested before delivery under a test load three times the working load. Each Lifting System has an individual testing certificate attached. GENERAL GUIDANCE FOR THREADED SYSTEMS

The threaded lifting inserts are made in two variants: one with metric thread and the other with round thread. The Threaded Lifting Loops also have metric or round thread, which means that they fit both metric and Rd inserts.



SPECIFIC GUIDANCE FOR THREADED SYSTEMS

For plain sockets with a cross drilled hole, a specified reinforcing tail must be used. If this inserts are embedded in thin precast units the reinforcing tail has to be cranked. It is recommended not to use flat tails. In thin precast units use Lifting Socket with Foot Plate and where reuse of inserts is planned, for maintenance access, this inserts must be made from stainless steel. Special reinforcement tail has to be used in this case. Check that the tail can be adapted to the edge distance. For turning/pitching additional reinforcement is required. Design for reduced loads when anchors are used to turn/pitch a panel from horizontal to vertical position. For turning / pitching do not use a Threaded Lifting Loop.

GENERAL GUIDANCE FOR CAST-IN WIRE LOOP SYSTEMS

Cast-in lifting loops are normally used for heavy lifts. The wire loop projects above the surface of the concrete ready for the crane hook. The lifting loop is easy to place in the reinforcement cage of precast unit. Normally it must be cut off after the unit has been installed.



TECHNICAL INFORMATION – CHOOSING THE TYPE OF ANCHOR

SAFETY RULES

The lifting system consists of a threaded anchor embedded in concrete and a threaded lifting device. The threaded lifting loop is connected to the anchor only when required for lifting. Ensure that the concrete has at least 15 N/mm² strength before starting the lifting. These lifting systems are not suitable for severe re-use. In designing the lifting system it is essential to use the following safety factors against breaking:

for steel component c = 3

for concrete element c = 2

for steel wires c = 4 The maximum load permitted on the components quoted in the tables has been obtained by applying a safety factor on test data. LOAD CAPACITY

The load capacity of the anchor depends on multiple factors such as:

The deadweight of the precast concrete element “G”

Adhesion to the mould

The load direction, angle of pull.

Number of load bearing anchors

The edge distance and spacing of the anchors

The strength of the concrete at the time of operating: lifting or transporting

The embedded depth of the anchor

Dynamic forces

The reinforcement arrangement

1) The total mass “G” of the precast reinforced concrete element is determined using a density of: ρ = 25 kN/m³

2) Adhesion to the mould Adhesion forces between the mould and the concrete depend on the type of mould used. The value “Ha” of adhesion to the mould is calculated through the following equation:

Ha = q x A in kN

where: q - the adhesion to mould factor A - the area of contact between the mould and the concrete unit when starting the lift.

for oiled steel mould q = 1 kN/m ²

for varnished timber mould q = 2 kN/m ²

for rough timber mould q = 3 kN/m ² For double-T slabs and coffered units the adhesion to the mould is higher than normal. It is used for easy calculation of a multiple of the mass.

- Double T slab Ha = 2 x G

- Coffered elements Ha = 4 x G

Adhesion to the mould should be minimized before lifting out of the mould by removing as many parts of the mould as possible.

G = ρ x V where: V the volume of precast unit in m ³ V = L x l x g L – length in m

l – width in m g –thickness in m



3) Dynamic forces When the movement of the precast units is performed by lifting gear, dynamic forces which depend on the lifting gear used appear.

Lifting class Lifting load coefficient f at lifting speed vh

Up to 90 m/min Over 90 m/min

H 1 1.1 + 0.002 vh 1.3

H 2 1.2 + 0.004 vh 1.6

H 3 1.3 + 0.007 vh 1.9

H 4 1.4 + 0.009 vh 2.2

For cranes with precision lifting, such as those in manufacturing plants the lifting load coefficient is f = 1.1 ÷ 1.3. IN THE PRECAST YARD:

- for de-mould f = 1.1 - for pitch and transport f = 1.3

ON SITE:

- for pitch/transport/install f = 1.5. - when transporting suspended precast elements over uneven terrain, the lifting load coefficient used is f > 2

4) Total load of precast unit for calculating the anchor is determined by the following equation:

- When de-mould F tot = (G + Ha) x f

- When transporting F tot = G x f

5) The load of each anchor depends on the embedded position of the anchor in the precast unit and also on the transporting mode:

a) If the arrangement of the anchors is asymmetrical in relation to the centre of gravity, the individual anchor supports different loads. These loads are calculated through the following equations:

Fa = F tot x b / (a + b)

Fb = F tot x a / (a + b)

Note: To avoid tilting of the unit during transport, the load should be suspended from the lifting beam such that its centre of gravity is directly below the crane hook.



b) In the case of transporting without lifting beam, the load on the anchor depends on the cable angle (ß). The cable angle ß is determined by the length of the suspending cable. We recommend that, if possible, ß should be kept to ß ≤ 30°. The tensile force on the anchor is increased with a cable angle coefficient z.

F = z x F tot / n

where: z = 1/ cos ß cable angle coefficient , n = number of load bearing anchors

α = 2 x ß Note: If no lifting beam is used during transport, the anchor must be embedded symmetrically to the load. 6) Multiple slings Number of load bearing anchors

Cable angle ß Cable angle coefficient z

0° 1.00

7.5° 1.01

15.0° 1.04

22.5° 1.08

30.0° 1.16

*37.5° 1.26

*45.0° 1.41

* preferred ß 30°

n = 3

n = 2 – only two

anchors can be assumed to be load bearing

n = 2

n = 2

n = 4

n = 4

-The compensated lifting slings ensure equal load distribution.

- A perfect static weight distribution can be obtained through the use of a lifting beam and two pairs of anchors set out symmetrically.



CALCULATION EXAMPLE

1) SLAB UNIT

The slab unit has the following dimensions: L = 5 m, l = 2 m, g = 0.2 m Mass G = 25 x (5 x 2 x 0.2) = 50 kN (~5t) Mould area A = 5 x 2 = 10 m² Anchor number n = 2

a) De-mould at the plant:

Adhesion to mould factor q = 2 kN / m³ Lifting load coefficient f = 1.1 Cable angle factor z = 1.04 (ß = 15.0°) Concrete strength 15 N / mm²

F = (G + q x A) x f x z / n

F = (50 + 2 x 10) x 1.1 x 1.04 / 2 = 40.04 kN

b) Transport at the plant:

Lifting load coefficient f = 1.3 Cable angle factor z = 1.04 (ß = 15.0°) Concrete strength 15 N / mm²

F = G x f x z / n F = 50 x 1.3 x 1.04 / 2 = 33.8 kN

c) Transport at site:

Lifting load coefficient f = 1.5 Cable angle factor z = 1.16 (ß = 30.0°) Concrete strength 35 N / mm²

F = G x f x z / n F = 50 x 1.5 x 1.16/ 2 = 43.5 kN An anchor in the 5t range is required.

d) If all factors were applied, the result would be:

F = ( G + q x A ) x f x z / n F = ( 50 + 2 x 10) x 1.5 x 1.16 / 2 = 60.9 kN The loads occurring on site are often greater than those in the plant as cable angle and lifting load coefficient may be greater. At this stage the concrete strength is usually higher resulting in a greater load capacity of the anchor.



2) DOUBLE-T BEAM

NOTE: Dimensions are in cm Load capacity when lifting and transporting at the manufacturing plant.

Concrete strength when de-mould ≥ 25 N / mm² Cable angle ß = 30.0° Cable angle factor z = 1.16 Lifting load coefficient when transporting f = 1.3 Lifting load coefficient when de-mould f = 1.1 Anchor number n = 4 Mass: G = ( 0.1 x 3.0 + 0.3² x 2) x 8.5 x 25 = 102 kN Adhesion to mould Ha = 2 x G = 204 kN

Total load Ftot = Ha + G = 306 kN

Load per anchor when de-mould.

F = Ftot x f x z / n = 306 x 1.16 x 1.1 / 4 = 97.61 kN

Load per anchor when transporting

F = Ftot x f x z / n = 102 x 1.16 x 1.3 / 4 = 38.45 kN

An anchor in the 10t range is required.



3) WALL PANEL

NOTE: Dimensions are in cm Load capacity when pitching and transporting at the construction site.

Concrete strength when pitching ≥ 15 N / mm² Lifting load coefficient of the crane when pitching f = 1.5 Lifting load coefficient of the crane when transporting on site f = 1.5 Cable angle coefficient z = 1 ( ß = 0°) Anchor number n = 2 For oiled steel mould q = 1 kN/m ² Mass: G = 0.18 x 2.0 x 7.5 x 25 = 67.5 kN Adhesion to mould Ha = q x A = 1 x 2 x 7.5 = 15.0 kN

Total load F tot = Ha + G = 82,5 kN

Load per anchor when pitching: Ground reaction balances half the full load.

F = (Ftot /2 x f x z) / n = (82,5/2 x 1.5 x 1) / 2 = 30,94 kN

Load per anchor when transporting on site:

F = (Ftot x f x z) / n = (67.5 x 1.5 x 1) / 2 = 50,63 kN < 63 kN (~ 6.3t)

An anchor in the 6.3t range is required. Usually for this type of anchor reinforcement tail and pitching reinforcement are added. It is advisable to de-mould before pitching.



LIFTING SYSTEM

THREADED LIFTING LOOP - THL

Threaded lifting loops are suitable to be used with all sizes of threaded lifting sockets. They are economic lifting systems and can be used for most applications, especially for site operations. Threaded lifting loops are not suitable for turning or pitching. They can be reused, but only after inspection. If they are kept in stores for reuse they must be inspected every six months and retested every year. These lifting systems are not recommended for severe reuse conditions. Threaded lifting loops should only be attached to the concrete unit and used after the concrete strength has reached 15 N/mm². In some cases it may be economical and practical to leave this lifting loop with the concrete unit until final installation. The threaded lifting loop is made of high grade steel wire AISI 1010 (W 1.1121), swaged in a steel ferrule made of steel S355JO. It is zinc plated for protection against corrosion. Each threaded lifting loop has attached a label marked with the admissible load, the thread type and the code number of the testing. Each label has an unique color code. Before use, you must check that the wires are in good condition. Do not use if the wire cable is bent, crushed or kinked and if there is any loosening of the outer layer. Reject if the wire is corroded. You must ensure that the thread is fully bottomed out in the socket before lifting. It is permissible to back off one turn to ensure that the wire is correctly aligned for lifting.

THL-M Thread

M Product

no. THL-Rd

Thread Rd

Product no.

Load group

t

Maximum axial load

t

Label colour code

Dimensions

Weight kg/pc e

mm l

mm

Wire diam. mm

H (aprox.)

mm

THL-M12 12 45079 THL-Rd12 12 45737 0.5 0.9 red 22 32 6 155 0.08

THL-M16 16 45081 THL-Rd16 16 45738 1.2 1.7 dark grey 27 40 8 155 0.17

THL-M20 20 45083 THL-Rd20 20 45739 2.0 3.2 green 35 50 10 215 0.33

THL-M24 24 45084 THL-Rd24 24 45740 2.5 3.9 blue 44 60 12 255 0.57

THL-M30 30 45085 THL-Rd30 30 45741 4.0 5.0 light grey 55 85 16 300 1.29

THL-M36 36 45086 THL-Rd36 36 45742 6.3 7.9 orange 68 90 18 340 1.91

THL-M42 42 45087 THL-Rd42 42 45743 8.0 10.2 yellow 75 100 20 425 2.69

THL-M52 52 45088 THL-Rd52 52 45744 12.5 17.5 black 95 110 26 550 5.03



APPLICATIONS

The preferred option is the vertical lift.

In this case the angle of lift (ß)

should not normally be more than 30°

If a spreader beam is used, the angle of lift (ß) can be

reduced.

The radius of the hook must be at least the diameter of the rope.



LIFTING SLING - THS1

The Lifting Slings can be used with all types of anchors and threaded sockets. They are suitable for most lifting situations, particularly site operations. They can be reused, but only after inspection. If they are kept in stores for reuse they must be inspected every six months and retested every year. These lifting systems are not recommended for severe reuse conditions. Threaded Lifting Sling should only be attached to the concrete unit and used after the concrete strength has reached 15 N/mm².

THS1-M Product

no. Thread

M THS1-Rd

Product no.

Thread Rd

Load group

t

Axial load kg

Dimensions mm Weight kg/pc L A D d l1

Wire length

mm

THS1-M12 45890 12 THS1-Rd12 46378 12 1.3 1300 310 45 21.1 8 20 700 0.52

THS1-M16 45891 16 THS1-Rd16 46379 16 2.5 2500 345 54 25 9 20 790 0.68

THS1-M20 45892 20 THS1-Rd20 46380 20 4.0 4000 410 72 35.8 12 25 950 1.94

THS1-M24 45893 24 THS1-Rd24 46381 24 5.0 5000 435 90 40.4 14 30 1035 2.27

THS1-M30 45894 30 THS1-Rd30 46382 30 7.5 7500 490 87 43.6 16 35 1130 4.52

THS1-M36 46339 36 THS1-Rd36 46383 36 10.0 10000 570 100 50.3 18 44 1310 5.33

THS1-M42 46340 42 THS1-Rd42 46384 42 12.5 12500 650 98 50.3 20 51 1480 7.02

THS1-M52 46341 52 THS1-Rd52 46385 52 15.0 15000 760 140 69.8 26 62 1765 10.08

Threaded Lifting Sling is made from high grade steel wire AISI 1010 (W 1.1121), swaged in a ferrule made of AlMg1.8 and a steel bolt made from steel bar 34CrMo4 (W. 1.7220). It is zinc plated for protection against corrosion. Each threaded lifting loop has attached a label marked with the admissible load, the thread type and the code number of the testing. Each label has a unique color code. Before use, you must check that the wires are in good condition. Do not use if the wire cable is bent, crushed or kinked and if there is any loosening of the outer layer. Reject if the wire is corroded. You must ensure that the thread is fully bottomed out in the socket before lifting. It is permissible to back off one turn to ensure that the wire is correctly aligned for lifting.

THS1-M Product no. Thread

M THS1-Rd Product no.

Thread Rd

Load group

t Label colour code

THS1-M12 45890 12 THS1-Rd12 46378 12 1.3 red

THS1-M16 45891 16 THS1-Rd16 46379 16 2.5 dark grey

THS1-M20 45892 20 THS1-Rd20 46380 20 4.0 green

THS1-M24 45893 24 THS1-Rd24 46381 24 5.0 blue

THS1-M30 45894 30 THS1-Rd30 46382 30 7.5 light grey

THS1-M36 46339 36 THS1-Rd36 46383 36 10.0 orange

THS1-M42 46340 42 THS1-Rd42 46384 42 12.5 yellow

THS1-M52 46341 52 THS1-Rd52 46385 52 15.0 black



APPLICATIONS

The preferred option is the vertical lift. The angle of lift (ß) should not normally be more than 30°. Pulling back towards the unit is

not acceptable.

The radius of the hook must be at least the diameter of the rope



THREADED LIFTING EYE - THS2

The Threaded Lifting Eye can be used with all types of anchors and threaded sockets. They are suitable for most lifting situations, particularly for turning and pitching. They are more durable than the lifting systems manufactured from steel wire and can be reused, but only after inspection. If they are kept in stores for reuse they must be inspected every six months and retested every year. The Threaded Lifting Eye should only be attached to the concrete unit and used after the concrete strength has reached 15 N/mm². Usually they must be detached after the concrete units are installed. The Lifting Eye is manufactured of steel S355JO and the threaded bolt is made of alloy steel bar 34CrMo4 (W 1.7220). This lifting system is suitable for use with threaded socket cast in flush with the face of the unit, or recessed using metal recess formers. You must ensure that the thread is fully bottomed out in the socket before lifting. It is permissible to back off one turn to ensure that the eye is correctly aligned for lifting.

THS2-M Product

no. Thread

M

Load group

t

Axial load kg

Dimensions mm Weight kg/pc L A B C D E l1

THS2-M12 52338 12 1.0 1000 166.5 50 78 63 14 63 15.5 0.74

THS2-M16 52339 16 2.5 2500 171.0 50 78 63 14 63 20 0.75

THS2-M20 52340 20 4.0 4000 223.5 66 106 80 20 80 25 2.28

THS2-M24 52341 24 5.0 5000 228.5 66 106 80 20 80 30 2.32

THS2-M30 52342 30 7.5 7500 339.5 90 146 126 28 126 37 6.24

THS2-M36 52343 36 10.0 10000 346.5 90 146 126 28 126 44 6.38

THS2-M42 52344 42 12.5 12000 359.0 90 146 126 28 126 51 6.99

THS2-Rd Product

no. Thread

Rd

Load group

t

Axial load kg

Dimensions mm Weight kg/pc L A B C D E l1

THS2-Rd12 46371 12 1.0 1000 166.5 50 78 63 14 63 15.5 0.74

THS2-Rd16 46372 16 2.5 2500 171.0 50 78 63 14 63 20 0.75

THS2-Rd20 46373 20 4.0 4000 223.5 66 106 80 20 80 25 2.28

THS2-Rd24 46374 24 5.0 5000 228.5 66 106 80 20 80 30 2.32

THS2-Rd30 46375 30 7.5 7500 339.5 90 146 126 28 126 37 6.24

THS2-Rd36 46376 36 10.0 10000 346.5 90 146 126 28 126 44 6.38

THS2-Rd42 46377 42 12.5 12000 359.0 90 146 126 28 126 51 6.99



APPLICATIONS

The preferred option is the vertical lift. The angle of lift (ß) should not normally be more than 30°. It is not acceptable pulling

back towards the unit. CAST-IN LIFTING LOOPS – TIL

Cast-in Lifting Loops are the most economic lifting system. They require relatively large edge distances. You must consider the exposure of steel wire loops after the installation of the concrete unit. Once the unit is set in the finally position protruding hoops can be cut off, if required, but the cut ends must be protected against corrosion to avoid rust staining. The wire steel rope is more suitable for forming a cast-in hoop because it is flexible and the lifting loop made from reinforcement bar is liable to fatigue, especially if bent during angled lift. In the table below are indicated the minimum dimensions for installation in reinforced concrete. For acute angled lifts may be required additional lateral reinforcement. Cast-in Lifting Loops are composed from a high grade steel wire AISI 1010 (W 1.1121), swaged in a ferrule made of AlMg1.8, a tape at the middle and a identification label, which must not to slide down the hoop during casting and should remain visible. Each lifting loop has attached a label marked with the admissible load and the code number of the testing. Each label has a unique color code. Cast-in Lifting Loops is zinc plated for protection against corrosion. These lifting systems are suitable for use through a single cycle from production to final installation. They are not suitable for multiple use applications. To choose the correct size for any lift it is important to take into account the angle of lift, the crane factor and the adhesion to the formwork. Cast-in lifting loops must be installed in the direction of the expected load. They should be suspended from supports attached to the formwork so that 2/3 of the hoop will be cast in and 1/3 remains exposed. The hoops must be fastened to the reinforcement cage to avoid movement during concreting. During the storage of the precast unit it must be avoid the bending of steel wire rope. Exposed hoops can be attached to standard crane hooks, but the curvature radius of the crane hook should be at least equal to the diameter of the wire rope. It is essential to check that the wire rope is in good condition, without any broken, crushed or with raveled wire. Also do not used if there are kinks in the hoop or the wire rope is excessive corroded. Any Cast-in Lifting Loop with sign of damage should not be used.



TIL Product nr.

Overall length

L mm

Wire rope dimensions Load group

fcu >

15N/mm² t

Dimensions cast-in

Color code Weight kg/pc Diam.

mm Length

mm f

mm e

mm

TIL-008-210 44812 210 6 540 0.8 60 150 white 0.12

TIL-012-225 44813 225 7 570 1.2 65 160 red 0.16

TIL-016-235 44814 235 8 615 1.6 70 165 pink 0.22

TIL-020-275 44815 275 9 690 2 75 200 light green 0.32

TIL-025-315 44816 315 10 780 2.5 85 230 anthracite 0.44

TIL-040-340 44817 340 12 860 4 100 240 emerald green 0.69

TIL-052-360 43599 360 14 1010 5.2 100 260 curry 0.99

TIL-063-390 43600 390 16 1100 6.3 110 280 blue 1.41

TIL-080-440 43601 440 18 1250 8 120 320 light grey 2.08

TIL-100-525 44818 525 20 1350 10 135 390 violet 3.01

TIL-125-570 43602 570 22 1500 12.5 150 420 yellow 3.90

TIL-160-615 44819 615 26 1650 16 165 450 lilac 6.05

TIL-200-730 44820 730 28 1900 20 180 550 grey 8.00

TIL-250-800 44821 800 32 2000 25 200 600 brown 11.28

Cast-in Lifting Loops over 25t.

TIL Product nr.

Overall length

L mm

Wire rope dimensions Load group

fcu > 15N/mm²

t

Dimensions cast-in Weight

kg/pc Diam. mm

Length mm

f mm

e mm

TIL-320-770 46961 770 36 2225 32 220 550 13.40

TIL-370-950 46962 950 36 2500 37 275 675 15.90

TIL-470-1100 46963 1100 44 3000 47 320 780 28.20

TIL-520-1200 47324 1200 44 3350 52 350 850 31.05



TIL Product

nr.

Dimensions mm Load group

fcu > 15N/mm²

t a g1

TIL-008-210 44812 540 80 0.8

TIL-012-225 44813 620 100 1.2

TIL-016-235 44814 690 120 1.6

TIL-020-275 44815 830 140 2

TIL-025-315 44816 890 160 2.5

TIL-040-340 44817 1000 200 4

TIL-052-360 43599 1030 240 5.2

TIL-063-390 43600 1150 280 6.3

TIL-080-440 43601 1290 300 8

TIL-100-525 44818 1460 320 10

TIL-125-570 43602 1620 360 12.5

TIL-160-615 44819 1860 420 16

TIL-200-730 44820 2120 450 20

TIL-250-800 44821 2410 500 25

TIL-320-770 46961 2700 540 32

TIL-370-950 46962 2960 580 37

TIL-470-1100 46963 3290 630 47

TIL-520-1200 47324 3740 690 52

TIL Product

nr.

Dimensions mm Load group

fcu > 15N/mm²

t a g2

TIL-008-210 44812 540 140 0.8

TIL-012-225 44813 620 150 1.2

TIL-016-235 44814 690 170 1.6

TIL-020-275 44815 830 180 2

TIL-025-315 44816 890 190 2.5

TIL-040-340 44817 1000 220 4

TIL-052-360 43599 1030 300 5.2

TIL-063-390 43600 1150 320 6.3

TIL-080-440 43601 1290 410 8

TIL-100-525 44818 1460 440 10

TIL-125-570 43602 1620 570 12.5

TIL-160-615 44819 1860 630 16

TIL-200-730 44820 2120 680 20

TIL-250-800 44821 2410 760 25

TIL-320-770 46961 2700 800 32

TIL-370-950 46962 2960 830 37

TIL-470-1100 46963 3290 940 47

TIL-520-1200 47324 3740 1050 52



LIFTING SOCKETS

ANCHORS

LIFTING SOCKET - WAVED END REINFORCING STEEL

Wavy lifting sockets are composed from a steel bush S355JO swaged to a wavy reinforcement bar BSt 500S. The threaded bushes are made with metric thread (M) or round thread (Rd) zinc plated. These lifting sockets are always the preferred option.

They ensure the necessary length and edge distance. The preferred lift angle is an angle ß ≤30°.

LIFTING SOCKET – SHORT WAVED END REINFORCING STEEL – TGK

TGK-M Thread

M Product

no.

PKB-coupler Load group

fcu >

15N/mm² t

Bar diam.

d mm

Overall length

mm

Dimensions mm

Weight kg/pc PKB

Product no.

Diam. D

l1 l2

TGK-M12-108 12 45248 M12 51092 0.5 8 108 17 45 18 0.085

TGK-M16-167 16 45249 M16 43128 1.2 12 167 22 62 25 0.236

TGK-M20-187 20 45250 M20 43130 2.0 14 187 27 80 36 0.395

TGK-M24-240 24 45251 M24 51093 2.5 16 240 32 87 40 0.628

TGK-M30-300 30 45252 M30 51081 4.0 20 300 39 101 52 1.127

TGK-M36-380 36 45850 M36 43137 6.3 25 380 49 128 58 2.322

TGK-M42-450 42 45254 M42 43138 8.0 28 450 54 148 67 3.298

TGK-MRd Thread

MRd Product

no.

PKB-MRD- coupler Load group

fcu >

15N/mm² t

Bar diam.

d mm

Overall length

mm

Dimensions mm

Weight kg/pc PKB-MRD

Product no.

Diam. D

l1 l2

TGK-MRd12-108 12 45771 MRd12 50397 0.5 8 108 17 45 18 0.084

TGK-MRd16-167 16 45772 MRd16 50398 1.2 12 167 22 58 25 0.230

TGK-MRd20-187 20 45785 MRd20 50399 2.0 14 187 27 76 34 0.373

TGK-MRd24-240 24 45774 MRd24 50400 2.5 16 240 32 87 40 0.618

TGK-MRd24-360 24 46537 MRd24 50400 2.5 16 360 32 87 40 0.809

TGK-MRd30-300 30 45775 MRd30 50401 4.0 20 300 39 101 52 1.112

TGK-MRd30-420 30 45259 MRd30 50401 4.0 20 420 39 101 52 1.401

TGK-MRd36-380 36 45776 MRd36 51691 6.3 25 380 48 119 56 2.161

TGK-MRd42-450 42 45750 MRd42 51801 8.0 28 450 54 153 65 3.327

TGK-MRd42-500 42 45979 MRd42 51801 8.0 28 500 54 153 65 3.569



LIFTING SOCKET – LONG WAVED END REINFORCING STEEL - TGL

TGL-MRd Thread

MRd Product

no.

PKB-MRD - coupler Load group

fcu > 15N/mm²

t

Bar diam.

d mm

Overall length

mm

Dimensions mm


Product no.

Diam. D

l1 l2

TGL-MRd12-137 12 45778 MRd12 50397 0.5 8 137 17 45 18 0.095

TGL-MRd16-216 16 45779 MRd16 50398 1.2 12 216 22 58 25 0.276

TGL-MRd20-257 20 45780 MRd20 50399 2.0 14 257 27 76 34 0.458

TGL-MRd24-360 24 45781 MRd24 50400 2.5 16 360 32 87 40 0.809

TGL-MRd24-1000 24 45980 MRd24 50400 2.5 16 1000 32 87 40 1.826

TGL-MRd30-450 30 45782 MRd30 50401 4.0 20 450 39 101 52 1.483

TGL-MRd36-570 36 45783 MRd36 51691 6.3 25 570 48 119 56 2.893

TGL-MRd42-620 42 45784 MRd42 51801 8.0 28 620 54 153 65 4.150

TGL-M Thread

M Product

no.

PKB - coupler Load group

fcu >

15N/mm² t

Bar diam.

d mm

Overall length

mm

Dimensions mm

Weight kg/pc PKB

Product no.

Diam. D

l1 l2

TGL-M12-137 12 45696 M12 51092 0.5 8 137 17 45 18 0.096

TGL-M16-216 16 45697 M16 43128 1.2 12 216 22 62 25 0.282

TGL-M20-257 20 45787 M20 43130 2.0 14 257 27 80 36 0.480

TGL-M24-360 24 45699 M24 51093 2.5 16 360 32 87 40 0.819

TGL-M24-1000 24 45701 M24 51093 2.5 16 1000 32 87 40 1.843

TGL-M30-450 30 45700 M30 51081 4.0 20 450 39 101 52 1.498

TGL-M36-570 36 45788 M36 43137 6.3 25 570 49 128 58 3.054

TGL-M42-620 42 45789 M42 43138 8.0 28 620 54 148 67 4.121



LIFTING SOCKET – STRAIGHT END REINFORCING STEEL - TRL

TRL-M Thread

M Product

no.

PKB - coupler Load group

fcu >

15N/mm² t

Bar diam.

d mm

Overall length

mm

Dimensions Weight kg/pc PKB

Product no.

Diam. D

mm

l1 mm

l2 mm

TRL-M12-116 12 45998 M12 51092 0.5 8 116 17 45 18 0.085

TRL-M12-144 12 45999 M12 51092 0.5 8 144 17 45 18 0.096

TRL-M16-179 16 46000 M16 43128 1.2 12 179 22 62 25 0.236

TRL-M16-230 16 46001 M16 43128 1.2 12 230 22 62 25 0.282

TRL-M20-202 20 46002 M20 43130 2.0 14 202 27 80 36 0.395

TRL-M20-272 20 46003 M20 43130 2.0 14 272 27 80 36 0.480

TRL-M24-257 24 46004 M24 51093 2.5 16 257 32 87 40 0.628

TRL-M24-376 24 46005 M24 51093 2.5 16 376 32 87 40 0.819

TRL-M24-1016 24 46006 M24 51093 2.5 16 1016 32 87 40 1.843

TRL-M30-319 30 46007 M30 51081 4.0 20 319 39 101 52 1.127

TRL-M30-469 30 46008 M30 51081 4.0 20 469 39 101 52 1.498

TRL-M36-404 36 46009 M36 43137 6.3 25 404 49 128 58 2.322

TRL-M36-594 36 46010 M36 43137 6.3 25 594 49 128 58 3.054

TRL-M42-475 42 46011 M42 43138 8.0 28 475 54 148 67 3.298

TRL-M42-645 42 46012 M42 43138 8.0 28 645 54 148 67 4.121

TRL-MRd Thread

MRd Product

no.

PKB-MRD - coupler Load group

fcu >

15N/mm² t

Bar diam.

d mm

Overall length

mm

Dimensions


Product no.

Diam. D

mm

l1 mm

l2 mm

TRL-MRd12-116 12 46019 MRd12 50397 0.5 8 116 17 45 18 0.084

TRL-MRd12-144 12 46020 MRd12 50397 0.5 8 144 17 45 18 0.095

TRL-MRd16-178 16 46021 MRd16 50398 1.2 12 178 22 58 25 0.230

TRL-MRd16-230 16 46022 MRd16 50398 1.2 12 230 22 58 25 0.276

TRL-MRd20-170 20 47130 MRd20 50399 2.0 14 170 27 76 34 0.337

TRL-MRd20-200 20 46023 MRd20 50399 2.0 14 200 27 76 34 0.373

TRL-MRd20-270 20 46024 MRd20 50399 2.0 14 270 27 76 34 0.458

TRL-MRd24-257 24 46016 MRd24 50400 2.5 16 257 32 87 40 0.618

TRL-MRd24-376 24 46017 MRd24 50400 2.5 16 376 32 87 40 0.809

TRL-MRd24-1012 24 46018 MRd24 50400 2.5 16 1012 32 87 40 1.826

TRL-MRd30-319 30 46025 MRd30 50401 4.0 20 319 39 101 52 1.112

TRL-MRd30-436 30 46026 MRd30 50401 4.0 20 436 39 101 52 1.401

TRL-MRd30-469 30 46027 MRd30 50401 4.0 20 469 39 101 52 1.483

TRL-MRd36-402 36 46028 MRd36 51691 6.3 25 402 48 119 56 2.161

TRL-MRd36-592 36 46029 MRd36 51691 6.3 25 592 48 119 56 2.892

The Lifting Sockets with straight end are made in two variants – with metric thread (M) or with round thread (Rd). The threaded socket is manufactured of steel S355JO zinc plated and the reinforcing bar is from BSt 500S without coating.



LIFTING SOCKET – ANCHOR – HBS

The HBS – anchors are manufactured in two variants:

- Socket - steel S355JO zinc plated, foot - steel S355J2 - Socket - stainless steel SS4 – W 1.4571, foot - steel S355J2

HBS Product no.

Load group

fcu > 15N/mm²

t

Thread MRd

Overall length

mm

Dimensions Diam.

d mm

Weight kg/pc

Diam. D

mm

l1 mm

l2 mm

HBS-MRd12-70 47337 1.3 12 70 17 45 25 10 0.083

HBS-MRd12-130 43562 1.3 12 130 17 45 25 10 0.120

HBS-MRd16-90 46637 2.5 16 90 22 58 30 14 0.194

HBS-MRd16-140 47432 2.5 16 140 22 58 30 14 0.254

HBS-MRd16-200 43564 2.5 16 200 22 58 30 14 0.327

HBS-MRd20-125 46638 4.0 20 125 27 74 37.5 18 0.401

HBS-MRd20-258 43565 4.0 20 258 27 74 37.5 18 0.667

HBS-MRd24-140 46639 5.0 24 140 32 87 45.5 20 0.581

HBS-MRd24-325 43568 5.0 24 325 32 87 45.5 20 1.038

HBS-MRd30-185 46640 7.5 30 185 39 101 56 24 1.044

HBS-MRd30-400 43570 7.5 30 400 39 101 56 24 1.807

HBS-MRd36-475 43651 10.0 36 475 47 131 66.5 28 3.054

HBS-MRd42-550 43653 12.5 42 550 54 153 78 34 4.976

HBS-MRd52-575 43654 15.0 52 575 68 189 97.5 34 6.335

HBS-SS Product no.

Load group

fcu > 15N/mm²

t

Thread MRd

Overall length

mm

Dimensions Diam.

d mm

Weight kg/pc

Diam. D

mm

l1 mm

l2 mm

HBS-MRd12-70-SS 47338 1.3 12 70 17 45 25 10 0.084

HBS-MRd12-130-SS 45719 1.3 12 130 17 45 25 10 0.121

HBS-MRd16-90-SS 47340 2.5 16 90 22 58 30 14 0.196

HBS-MRd16-140-SS 47433 2.5 16 140 22 58 30 14 0.256

HBS-MRd16-200-SS 45722 2.5 16 200 22 58 30 14 0.329

HBS-MRd20-125-SS 47339 4.0 20 125 27 74 37.5 18 0.404

HBS-MRd20-258-SS 45725 4.0 20 258 27 74 37.5 18 0.670

HBS-MRd24-140-SS 47342 5.0 24 140 32 87 45.5 20 0.586

HBS-MRd24-325-SS 45728 5.0 24 325 32 87 45.5 20 1.043

HBS-MRd30-185-SS 47466 7.5 30 185 39 101 56 24 1.053

HBS-MRd30-400-SS 45730 7.5 30 400 39 101 56 24 1.816

HBS-MRd36-475-SS 45732 10.0 36 475 47 131 66.5 28 3.071

HBS-MRd42-550-SS 45734 12.5 42 550 54 153 78 34 5.000

HBS-MRd52-575-SS 45735 15.0 52 575 68 189 97.5 34 6.385



The loads indicated in the upper table are available for axial pull. For angled lift β > 30° it is essential to take into account a reduced load. For turning/pitching the anchor capacity is about 50% of admissible load at axial pull.

HBS Product

no. HBS-SS

Product no.

Load group

fcu >

15N/mm² t

Thread MRd

Overall length

mm

Unit thickness

mm

Axial load kg

Angle pull 45° kg

Transv. load kg

B15 B25 B15 B25 B15 B25

HBS-MRd12-130

43562 HBS-MRd12-

130-SS 45719 1.3 12 130

80 1300 1300 1040 1300 590 750

100 1300 1300 1050 1300 750 750

HBS-MRD16-140

47432 HBS-MRD16-

140-SS 47433 2.5 16 140

100 1350 1740 1080 1740 680 880

120 1550 2000 1240 2000 990 1270

HBS-MRd16-200

43564 HBS-MRd16-

200-SS 45722 2.5 16 200

100 2500 2500 2000 2500 880 1240

120 2500 2500 2250 2500 1160 1630

HBS-MRd20-258

43565 HBS-MRd20-

258-SS 45725 4.0 20 258

120 3540 4000 2900 4000 1290 1800

140 3860 4000 3170 4000 1630 2270

HBS-MRd24-325

43568 HBS-MRd24-

325-SS 45728 5.0 24 325

120 5000 5000 4420 5000 1310 1840

140 5000 5000 5000 5000 1650 2310

160 5000 5000 5000 5000 2020 2830

HBS-MRd30-400

43570 HBS-MRd30-

400-SS 45730 7.5 30 400

140 6220 7500 6220 7500 1720 2400

160 7500 7500 7500 7500 2100 2930

180 7500 7500 7500 7500 2510 3500

HBS-MRd36-475

43651 HBS-MRd36-

475-SS 45732 10.0 36 475

160 8610 10000 8610 10000 2150 3010

180 10000 10000 10000 10000 2560 3590

200 10000 10000 10000 10000 3000 4200

HBS-MRd42-550

43653 HBS-MRd42-

550-SS 45734 12.5 42 550

180 12500 12500 12500 12500 2660 3720

200 12500 12500 12500 12500 3110 4360

220 12500 12500 12500 12500 3590 5030

HBS-MRd52-575

43654 HBS-MRd52-

575-SS 45735 15.0 52 575

200 12470 15000 12470 15000 3410 4790

220 13610 15000 13610 15000 3930 5530

240 14170 15000 14170 15000 4480 6300

260 14750 15000 14750 15000 5050 7100

280 15000 15000 15000 15000 5650 7940



The HBS short anchors are used for lifting flat elements such as floor slab. The lifting angle must be 45°. For an lifting angle

between 10° and 45°, is required an additional reinforcement.

HBS-MRd short Filet MRd

Two layers of mesh mm²/m

Additional reinforcement

Diameter d

mm

Length before bending

mm

HBS -MRD12-70 12 2 x 188 10 600

HBS -MRD16-90 16 2 x 188 12 700

HBS -MRD20-125 20 2 x 188 14 900

HBS -MRD24-140 24 2 x 188 14 1300

HBS -MRD30-185 30 2 x 188 16 1500

HBS-short Product

no HBS-SS

Product no

Load group

fcu >

15N/mm² t

Thread MRd

Overall length

mm

Unit thickness

mm

Axial load kg

Angle pull

< 45° kg

B15 B25 B15 B25

HBS-MRD12-70

47337 HBS-MRD12-70-SS 47338 1.3 12 70 115 1300 1300 1300 1300

HBS-MRD16-90

46637 HBS-MRD16-90-SS 47340 2.5 16 90 125 1650 2130 1650 2130

160 1950 2500 1950 2500

HBS-MRD20-125

46638 HBS-MRD20-125-SS 47339 4.0 20 125 160 2530 3260 2530 3260

220 3120 4000 3120 4000

HBS-MRD24-140

46639 HBS-MRD24-140-SS 47342 5.0 24 140 175 2910 3750 2910 3750

275 3930 5000 3930 5000

HBS-MRD30-185

46640 HBS-MRD30-185-SS 47466 7.5 30 185 240 4490 5790 4490 5790

360 5940 7500 5940 7500

APPLICATIONS FOR LIFTING SOCKETS

LIFTING AND TRANSPORT

The information on these pages is available also for TGK, TRL, HBS lifting sockets. Edge distance and spacing for lifting sockets.

TGL-M TGL-MRd g/2

minimum mm

a minimum mm

TGL-M12 TGL-MRd12 37 300






TGL-M42 TGL-MRd42 120 1000

The details on this page are available for panels, but they could equally apply to other components.



The dimensions indicated in the upper table are available when cage or two layers of mesh are used.

When the lifting angle is between 12.5° and 45° an additional reinforcement is recommended as shown below. 12.5° < ß < 45 °

Note : the edge distance may increase slightly to adapt to these bars. TURNING / PITCHING

These lifting sockets can also be used for turning/pitching slabs but only with additional reinforcement. The lift angle must not exceed 30°.

ß ≤12.5° -reinforcement cage with bars full length and stirrups

at 150 mm centre

ß ≤12.5° -two layers of mesh - 8 mm wire

TGL-M TGL-MRd

Lifting socket

dia. mm

Lateral reinforcement

Dia. mm

Length before

bending mm

TGL-M12 TGL-MRd12 12 8 500

TGL-M16 TGL-MRd16 16 8 500

TGL-M20 TGL-MRd20 20 12 800

TGL-M24 TGL-MRd24 24 12 800

TGL-M30 TGL-MRd30 30 12 800

TGL-M36 TGL-MRd36 36 16 1500

TGL-M42 TGL-MRd42 42 16 1500

Turning reinforcement Longitudinal reinforcement



TGL-M TGL-MRd

Turning reinforcement Longitudinal reinforcement Permissible load

t

Dia. mm

Length before bending

mm

Dia. mm

Length mm

fcu > 15N/mm²

TGL-M12 TGL-MRd12 8 700 8 280 0.25

TGL-M16 TGL-MRd16 8 1000 12 400 0.6

TGL-M20 TGL-MRd20 12 1200 14 490 1.0

TGL-M24 TGL-MRd24 12 1300 14 550 1.25

TGL-M30 TGL-MRd30 12 1500 16 580 2.0

TGL-M36 TGL-MRd36 16 1800 16 700 3.15

TGL-M42 TGL-MRd42 16 2000 20 850 4.0

Note:

1) Even with the reinforcement indicated in the upper table, the permissible load is 50% of that available for axial pull. 2) Threaded lifting loop is not permitted for turning /pitching.

PLAIN LIFTING SOCKET AND LIFTING SOCKET WITH FLAT END

The Plain Lifting Sockets and the Lifting Sockets with Flat End are economical solutions and are suitable in thin concrete components, where the long tail provides excellent anchorage. The reinforcement tail is important and must be installed as shown in the yard. The Plain Lifting Sockets are manufactured of steel S355JO zinc plated or of stainless steel AISI 316Ti (SS4), the Lifting Sockets with Flat End are made of steel tube S355JO galvanized. These sockets are designated for lifting and are not to be confused with fixing sockets. The safe working loads shown are after the application of a safety factor on test loads: c=2 for 15 N/mm² concrete and c=3 for steel. PLAIN LIFTING SOCKET HSB-EV WITH STOPER

This are plain lifting socket made from round tube of steel S355JO galvanized with a plastic stopper inside made from polyethylene LDPE 035 to stop the wet concrete admission in the thread zone.



HSB-Mxl-EV Product no. Thread

M

Load group

fcu > 15N/mm²

t

Overall length mm

Diam. D

mm

l2 mm

l1 mm

d mm

Weight kg/pc

HSB-M12x40-EVT 45982 12 0.5 40 17 18 12 8 0.043

HSB-M12x60-EVT 47389 12 0.5 60 17 38 12 8 0.064

HSB-M16x50-EVT 46610 16 1.2 50 22 20.5 15 13 0.080

HSB-M16x58-EVT 45984 16 1.2 58 22 28.5 15 13 0.094

HSB-M20x69-EVT 45986 20 2.0 69 27 32.5 19 15 0.166

HSB-M24x78-EVT 45988 24 2.5 78 32 34 23 18 0.258

HSB-M30x101-EVT 45990 30 4 101 41 48 28 22 0.565

HSB-M36x125-EVT 45992 36 6.3 125 49 60.5 35 27 0.982

HSB-M42x145-EVT 45994 42 10 145 54 71 40 32 1.244

HSB-M52x195-EVT 45996 52 12.5 195 67 100 50 40 2.547

HSB-MRdxL-EV Product no. Thread

MRd

Load group

fcu > 15N/mm²

t

Overall length mm

Diam. D

mm

l2 mm

l1 mm

d mm

Weight kg/pc

HSB-MRd12x40-EVT 45983 12 0.5 40 17 18 12 8 0.041

HSB-MRd16x58-EVT 45985 16 1.2 58 22 28.5 15 13 0.092

HSB-MRd20x69-EVT 45987 20 2.0 69 27 32.5 19 15 0.161

HSB-MRd24x78-EVT 45989 24 2.5 78 32 34 23 18 0.249

HSB-MRd30x101-EVT 45991 30 4 101 41 48 28 22 0.550

HSB-MRd36x125-EVT 45993 36 6.3 125 49 60.5 35 27 0.955

HSB-MRd42x145-EVT 45995 42 10 145 54 71 40 32 1.202

HSB-MRd52x195-EVT 45997 52 12.5 195 67 100 50 40 2.464

PLAIN LIFTING SOCKET HSB-SS

This are plain lifting socket made from round bar of stainless steel, without the plastic stopper.



HSB-MxL-SS4 Product no. Thread

M

Load group

fcu > 15N/mm²

t

Overall length mm

Diam. D

mm

l2 mm

l1 mm

d mm

Weight kg/pc

HSB-M12x48-SS4 45237 12 0.5 48 16 22 12 10 0.050

HSB-M16x56-SS4 45238 16 1.2 56 24 27 15 13 0.139

HSB-M20x69-SS4 45239 20 2 69 28 30 19 16 0.223

HSB-M24x78-SS4 45240 24 2.5 78 32 35 22 18 0.322

HSB-M30x101-SS4 45241 30 4 101 40 45 28 22 0.654

HSB-M36x125-SS4 45883 36 6.3 125 47 55 32 27 1.076

HSB-M42x145-SS4 45885 42 10 145 54 58 40 32 1.652

HSB-M52x195-SS4 45887 52 12.5 195 67 85 50 40 3.400

HSB-MRdxL-SS4 Product no. Thread

MRd

Load group

fcu > 15N/mm²

t

Overall length mm

Diam. D

mm

l2 mm

l1 mm

d mm

Weight kg/pc

HSB-MRd12x48-SS4 45221 12 0.5 48 16 22 12 10 0.049

HSB-MRd16x56-SS4 45222 16 1.2 56 24 27 15 13 0.137

HSB-MRd20x69-SS4 45223 20 2 69 28 30 19 16 0.219

HSB-MRd24x77-SS4 45224 24 2.5 77 32 35 22 18 0.309

HSB-MRd30x96-SS4 45225 30 4 96 40 43 28 22 0.617

HSB-MRd36x122-SS4 45877 36 6.3 122 47 50 35 27 1.050

HSB-MRd42x140-SS4 45879 42 10 140 54 58 40 32 1.534

HSB-MRd52x190-SS4 45881 52 12.5 190 67 85 50 40 3.208

PLAIN LIFTING SOCKET HSB-EV

This are plain lifting socket made from round bar of steel S355JO galvanized, without the plastic stopper.

HSB-MxL-EV Product no. Thread

M

Load group

fcu > 15N/mm²

t

Overall length mm

Diam. D

mm

l2 mm

l1 mm

d mm

Weight kg/pc

HSB-M12x48-EVB 45867 12 0.5 48 16 22 12 10 0.049

HSB-M16x56-EVB 45868 16 1.2 56 24 27 15 13 0.136

HSB-M20x69-EVB 45869 20 2 69 28 30 19 16 0.218

HSB-M24x78-EVB 45870 24 2.5 78 32 35 22 18 0.315

HSB-M30x101-EVB 45871 30 4 101 40 45 28 22 0.639

HSB-M36x125-EVB 45884 36 6.3 125 47 55 32 27 1.052

HSB-M42x145-EVB 45886 42 10 145 54 58 40 32 1.615

HSB-M52x195-EVB 45888 52 12.5 195 67 85 50 40 3.325



HSB-MRdxL-EV Product no. Thread

M

Load group

fcu > 15N/mm²

t

Overall length mm

Diam. D

mm

l2 mm

l1 mm

d mm

Weight kg/pc

HSB-MRd12x48-EVB 45872 12 0.5 48 16 22 12 10 0.048

HSB-MRd16x56-EVB 45873 16 1.2 56 24 27 15 13 0.134

HSB-MRd20x69-EVB 45874 20 2 69 28 30 19 16 0.215

HSB-MRd24x77-EVB 45875 24 2.5 77 32 35 22 18 0.303

HSB-MRd30x96-EVB 45876 30 4 96 40 43 28 22 0.603

HSB-MRd36x122-EVB 45878 36 6.3 122 47 50 35 27 1.027

HSB-MRd42x140-EVB 45880 42 10 140 54 58 40 32 1.501

HSB-MRd52x190-EVB 45882 52 12.5 190 67 85 50 40 3.137

LIFTING SOCKET WITH FLAT END HSR-EV

HSR-M-EV Product

no. Thread

M HSR-MRd-EV

Product no.

Thread MRd

Load group

fcu >

15N/mm² t

Overall length

mm

Diam. D

mm

l2 mm

l1 mm

d mm

Weight kg/pc

HSR-M12x60-EV 45104 12 HSR-MRd12x60-EV 45154 12 0.5 60 16 20 13 10.2 0.047


HSR-M16x90-EV 45981 16 1.2 90 22 21 21 13.2 0.147

HSR-M20x95-EV 45106 20 HSR-MRd20x95-EV 45156 20 2 95 28 25 24 15.2 0.244


HSR-M30x135-EV 45108 30 HSR-MRd30x135-EV 45158 30 4 135 40 35 36 22 0.620

HSR-M30x150-EV 45153 30 HSR-MRd30x150-EV 45159 30 4 150 40 35 36 22 0.750



APPLICATION FOR PLAIN LIFTING SOCKETS

LIFTING AND TRANSPORT

The details on this page are available for panels, but they could equally apply to other components. Edge distance and spacing of plain lifting sockets and lifting socket with flat end

M / MRd g minimum

mm a minimum

mm

12 37 300

16 40 400

20 50 550

24 60 600

30 70 650

36 100 800

42 120 1000

The dimensions indicated in the upper table are available when it is used cage or two layers of mesh. The anchorage reinforcement should normally be “U” bars, but in slabs the reinforcement tail may be cranked, a completely straight bar must be avoided. Over the cranked tails it must be laid bars as shown.

ß ≤

-reinforcement cage with bars full length and stirrups at 150 mm centre’s

ß ≤

-two layer of mesh - 8 mm wire

In slabs is essential to use

-two parallel layer of mesh and -additional reinforcement with cranked tails. Over the cranked tails it must be laid bars as shown.



When the lifting angle is between 12.5° and 45° is recommended an additional reinforcement as shown below. 12.5° < ß < 45 °

Anchorage reinforcement Lateral reinforcement

The anchorage reinforcement must be close to the bottom

of the hole.

The edge distance may increase slightly to adapt with these bars.

M / MRd

Load group

fcu > 15N/mm²

t

Anchorage reinforcement Lateral reinforcement

d mm

Dia. mm

Length before bending mm

d mm


12 0.5 6 26 500 6 400

16 1.2 10 40 700 8 650

20 2 12 48 925 8 900

24 2.5 12 48 1000 12 950

30 4 16 64 1350 12 1200

36 6.3 20 140 1700 16 1500

42 10 25 175 1825 16 1700

52 12.5 25 196 2500 20 2100



TURNING / PITCHING

These lifting sockets also can be used for turning/pitching slabs but only with additional reinforcement. The lift angle must not exceed 30°.

M/ MRd

Turning reinforcement Longitudinal reinforcement Permissible load

t

Dia. mm


Dia. mm

Length mm

fcu > 15N/mm²

12 8 700 8 280 0.25

16 8 1000 12 400 0.6

20 12 1200 14 490 1.0

24 12 1300 14 550 1.25

24 12 1300 14 550 1.25

30 12 1500 16 580 2.0

36 16 1800 16 700 3.15

42 16 2000 20 850 4.0

Note:

1) Even with the reinforcement indicated in the upper table, the Permissible load is 50% of that available for axial pull. 2) Threaded lifting loop is not permitted for turning /pitching.

The information on these pages are available also for Lifting Sockets with Flat End - HSR.

Turning reinforcement Longitudinal reinforcement



LIFTING SOCKET WITH FOOT PLATE - HSP

The Lifting Socket with Foot Plate is low profile suitable for the face of thin panels or top slabs. The foot plate and the socket are fully welded so the insert is effectively sealed. The threaded bush is made of steel S355JO, and the plate is manufactured from steel sheet S235JR. They are zinc plated.

The preferred lift angle is an angle ß ≤ 30°.

Safe working loads shown are after the application of a safety factor on test loads of 2 for 15 N/mm² concrete and 3 for steel.

HSP-M-EV Product

no. Thread

M HSP-MRd-EV

Product no.

Thread MRd

Overall length

mm

Diam. D

mm

a mm

b mm

g mm

Load group

fcu >

15N/mm² t

Weight kg/pc

HSP-M12-EV 45685 12 HSP-MRd12-EV 45690 12 30 16 35 25 3 0.5 0.046

HSP-M16-EV 45686 16 HSP-MRd16-EV 45691 16 35 22 50 35 3 1.2 0.098

HSP-M20-EV 43761 20 HSP-MRd20-EV 45692 20 47 26 60 60 5 2 0.236

HSP-M20-SPECIAL-EV

45348 20 60 27.2 60 50 5 2 0.264

HSP-M20-SPECIAL-EV

46300 20 75 27.2 60 50 5 2 0.304

HSP-M24 45687 24 HSP-MRd24-EV 45693 24 54 32 80 60 5 2.5 0.363

HSP-M30 45688 30 HSP-MRd30-EV 45694 30 72 40 100 80 6 4 0.739

HSP-M36-EV 45689 36 HSP-MRd36-EV 45695 36 84 47.5 130 100 6 6.3 1.200



APPLICATION FOR LIFTING SOCKETS WITH FOOT PLATE LIFTING AND TRANSPORT

The minimum dimensions indicated in the table below are available when cage or two layers of mesh are used.

HSP-M / MRd Min. a1 Min. a Min. b1 Min. b Min. g

12 180 360 65 115 70

16 250 500 75 140 85

20 300 600 80 180 100

24 400 800 95 215 115

30 500 1000 120 275 140

36 650 1300 145 330 160

Reinforcement tails are essential for all lifting sockets with foot plate. These lifting products are not recommended for turning/pitching. They are ideal for use and re-use, such as access panels which must be removed for maintenance. When the lifting angle is between 12.5° and 45° additional reinforcement is recommended as shown below. 12.5° < ß < 45 °

HSP-M / MRd

Load group

fcu > 15N/mm²

t

Additional reinforcement Lateral reinforcement

d mm

b mm

a mm

d mm


12 0.5 6 250 60 8 500

16 1.2 8 420 90 8 500

20 2 8 640 90 12 800

24 2.5 10 640 90 12 800

30 4 12 830 110 12 800

36 6.3 16 1140 140 16 1500

Additional reinforcement

Lateral reinforcement



FIXING AND LIFTING BOLTANCHOR - HBB

The Lifting Bolt anchors are suitable for shallow embedded without the need for a reinforcement tail. For angled lifts additional reinforcement is necessary. The lift angle must not exceed 30°.

These fixing and lifting systems are made from a threaded bush locked on a standard screw. The threaded bush is manufactured of steel S355JO (yield strength min 355 N/mm²) galvanic protected (EV) or hot dipped galvanized (TV), the screw is from steel 8.8 without coated. The threaded bush can also be made of stainless steel W 1.4571 –AISI 316Ti class 80 with yield strength min 640N/mm² and elongation min 15% (SS4).

HBB-EV Product

no. KB - bush

Product no.

Thread M

Overall length

mm

l mm

Diam. D

mm

Fixing load kg

Lifting load kg

Weight kg/pc

Screw B25 B45

HBB M12x90-EV 45627 KB M12x36-EV 45662 12 90 23 16 1800 2600 750 0.103 M12x60















HBB M36x300-EV 44753 KB M36x110-EV 45666 36 300 78 47.5 10600 14300 7000 2.881 M36x200

HBB M36x420-EV 44757 KB M36x110-EV 45666 36 420 78 47.5 14500 24500 7000 3.839 M36x320





HBB-SS Product

no. KB - bush

Product no.

Thread M

Overall length

mm

l mm

Diam. D

mm

Fixing load kg

Lifting load kg

Weight kg/pc

Screw B25 B45

HBB M12x90-SS4 45629 KB M12x36-SS4 44342 12 90 23 16 1800 2600 750 0.104 M12x60















HBB M36x300-SS4 44754 KB M36x110-SS4 44802 36 300 78 47.5 10600 14300 7000 2.899 M36x200

HBB M36x420-SS4 44758 KB M36x110-SS4 44802 36 420 78 47.5 14500 24500 7000 3.858 M36x320



HBB-TV Product

no. KB - bush

Product no.

HBB-SS4 Product

no. KB - bush

Product no.

Thread M

HBB M12x90-TV 45286 KB M12x36-TV 45679 HBB M12x90-SS4 45629 KB M12x36-SS4 44342 12





















FIXING AND POSITIONING BOLTANCHOR - HBP

The Fixing and Positioning Bolt anchor is made from a threaded bush locked on a standard screw and an anchorage plate. The threaded bush is manufactured of steel S355JO (yield strength min 355 N/mm²) galvanic protected (EV) or hot dipped galvanized (TV), the screw is from steel 8.8 without coating and the plate is from steel St 37.2 also without coating. The threaded bush can also be made from stainless steel W 1.4571 –AISI 316Ti class 80 with yield strength min 640N/mm² and elongation min 15% (SS4).

HBP-EV Product

no. KB - bush

Product no.

Thread M

Overall length

mm

l1 mm

Diam. d

mm

Plate Permissible load kg

Weight kg/pc

Screw p mm

g mm

HBP M12x55-EV 43687 KB M12x36-EV 45662 12 55 22.5 16 40 4 800 0.116 M12x25

HBP M16x75-EV 43689 KB M16x48-EV 45668 16 75 30 22 50 5 1400 0.266 M16x35

HBP M20x90-EV 43691 KB M20x60-EV 45663 20 90 37.5 26 60 5 1700 0.434 M20x40



HBP-TV Product

no. KB - bush

Product no.

Thread M

Overall length

mm

l1 mm

Diam. d

mm


Weight kg/pc

Screw p mm

g mm

HBP M12x55-TV 45295 KB M12x36-TV 45679 12 55 22.5 16 40 4 800 0.116 M12x25

HBP M16x75-TV 45296 KB M16x48-TV 45678 16 75 30 22 50 5 1400 0.266 M16x35

HBP M20x90-TV 45297 KB M20x60-TV 45677 20 90 37.5 26 60 5 1700 0.434 M20x40

HBP M24x110-TV 45298 KB M24x72-TV 45676 24 110 45 32 80 6 2000 0.838 M24x50

HBP-SS4 Product

no. KB - bush

Product no.

Thread M

Overall length

mm

l1 mm

Diam. d

mm


Weight kg/pc

Screw p mm

g mm

HBP M12x55-SS4 43688 KB M12x36-SS4 44342 12 55 22.5 16 40 4 800 0.117 M12x25

HBP M16x75-SS4 43690 KB M16x48-SS4 44343 16 75 30 22 50 5 1400 0.267 M16x35

HBP M20x90-SS4 43692 KB M20x60-SS4 44345 20 90 37.5 26 60 5 1700 0.437 M20x40





FIXING INSERTS

TECHNICAL CONSIDERATIONS

GENERAL GUIDANCE FOR FIXING INSERTS

The fixing inserts are easy and economic systems for assembling concrete precast units. SAFETY RULES AND ADMISSIBLE LOADS

The admissible static tensile-loads are determined after combining the data from numerous tests for pure pull or shear load. The data obtained from these tests take into account multiple factors such as: composition, uniformity, strength, age of concrete, the circumstance which appears at installation. The admissible static loads for Terwa fixing inserts, embedded completely into concrete, are valid for pull out or shear load and have a safety factor of 3-4 x to the average breaking load of concrete with strength of 25 N/mm². ADMISSIBLE EFFORTS

The admissible loads indicated in this catalog refer to axial pull out loads or shear loads. When these efforts are combined the resultant of these forces is obtained through the following formula:

Fadm = , Ft – pull out load, Ff – share load.

EDGE DISTANCE AND SPACING

The minimum edge distance depends on numerous factors such as: embedded depth, shear load pointed to the edge of concrete unit, reinforcements near the inserts.

For short edge distance it is recommended to use long inserts, inserts with cross-pin or reinforcement next to the edge of the concrete. CORROSION PROTECTION

Most of the fixing inserts are galvanized. The thickness of the zinc layer is less than 10 μm in this case. The corrosion resistance depends on the environmental circumstances. Hot dipped galvanizing is not possible for fixing inserts made from steel tubes with a flattening end. Some of the fixing inserts are manufactured from stainless steel bar X5CrNi18.10(A2) or X2CrNiMo17.13.3(A3) - SR EN 10088.3. The cast in threaded elements (anchors or fixing inserts) can be cast flush or recessed for corrosion protection. This recess is filled with fine concrete after use.

Note: a = minimum 50mm



TORQUE AND SCREW LENGTH

For assembling the elements, the fixing screw must enter in insert a distance, at least, equal to the screw diameter. The maxim torque must correspond to a screw with class 8.8.

No. Screw diameter

[mm] Minimum screw length

[mm] Maximum Torque

[Nm]

1 6 6 6

2 8 8 16

3 10 10 30

4 12 12 50

5 16 16 120

6 20 20 240

7 24 24 400

8 27 27 600

9 30 30 800

CONCRETE QUALITY

The loads indicated in tables are available for a concrete with strength of 25 N/mm². For other values for concrete strength it is necessary to apply to indicated loads the correction coefficients shown below. PARTICULAR CASES

If the fixing inserts are in a recessed position, it is recommended to use an adequate filling (spacer) in order to load the insert properly without loading the concrete. If this is not possible, you should increase the real load applicator to insert with the value F shown below and after that compare with the admissible load from catalog.

F = Ma/0.2 x dnom

F = additional force - daN Ma = torque applied to the screw - daNm

dnom = diameter of the inserts - m

Example:

For a fixing insert M12: dnom = 0.012 m

Maximum torque 0.8 daNm F = 0.8/0.2 x 0.012 = 333daN This means that, for fixing inserts BSR M12, after applying a torque, more than half of the load capacity is lost and a major torque is forbidden.

Concrete strength N/mm²

Correction coefficient

15 0.8

25 1.0

35 1.2

45 1.4

55 1.6



The use of a torque wrench is recommended in order to prevent unexpected high loads on the fixing inserts. Torque values and forces can be found in the table below. REINFORCEMENTS

The cross-pin of the fixing inserts BSRS, BSRFS, HBUS gives no increase of the admissible load but has to be regarded as an extra safety-measure in case of voids or air pockets. The fixing inserts with cross drilled hole permit an increasing of admissible load with 10% when a “U” shape anchor of sufficient length (approx. 50 x diam.) is added in the cross-hole.

No. Fixing insert diameter

[mm] Torque [Nm]

Force (F) [kN]

1 M12 8 3.3

2 M16 17 5.3

3 M20 35 8.7

4 M24 53 11.0

5 M30 96 16.0



TERWA FIXING INSERTS

1. FIXING INSERTS WITHOUT CROSS-PIN: BSR, BSRF, HBU, BSH 2. FIXING INSERTS WITH CROSS-PIN: BSRS, BSRFS, HBUS and with screw HBP 3. FIXING BOLTS ANCHORS : HBB / HBB-SS 4. FIXING AND LIFTING SOCKETS: TRL, TGK, TGL.

Group 1 and 2

The admissible pull out load can be used with a minimum: -edge distance of: 1.5 x total length of the anchor, -centre to centre distance of: b = 3 x total length of the anchor

The admissible shear load can be used with a minimum -edge distance of: 2.5 x total length of the anchor -centre to centre distance of: 5 x total length of the anchor

Reduction factors for small edge distances:

Edge distance

Admissible pull out force

Ftadm

Edge distance

Admissible shear load force

Ffadm

Y = 1.2 Y = 1.4

2.5 x L 100% 2.5 x L 100% 100% 100%

2.0 x L 100% 2.0 x L 85% 100% 100%

1.5 x L 100% 1.5 x L 65% 78% 91%

1.0 x L 75% 1.0 x L 40% 48% 56%

0.5 x L 50% 0.5 x L 15% 18% 21%

The reduced admissible shear loads in the direction of the edge can be increased by using additional reinforcement. -for straight reinforcement Y = 1.2 -for “U” bended reinforcement Y = 1.4

The mentioned loads for inserts are valid for concrete quality B25, for higher quality of concrete you can use the factors as indicated below:

Concrete quality B25 B35 B45 B55 B65

Factor 1.00 1.18 1.34 1.48 1.61

The load must meet the following requirements:

- Ft ≤ Ftadm

- Ff ≤ Ffadm

Ft appearing pull out load

Ff appearing shear load

Ftadm admissible pull out load

Ffadm admissible shear load

Group 3

The international standards (CEB Bulletin 233 and Technical Approval of Metal Anchor for Use in Concrete 1997) are valid for the concrete qualities B25–B65. Terwa Bolt anchors HBB and HBB-SS meet the requirement mentioned in the standards and can be calculated without any additional tests. Group 4

The fixing and lifting sockets TRL, TGK, TGL are especially suited for use in thin prefab panels and where anchors have to take high pull out load.



FIXING INSERT WITH FLAT END AND CROSSDRILLED HOLE - BSR

Fixing inserts BSR are manufactured from welded steel precision tube S250G2T galvanized (EV) or from stainless steel tube 1.4301 (SS2) or 1.4404 (SS4). Do not use these inserts for lifting.

BSR-EV Product

no. Thread

M

Overall length

mm

Diam. D

mm

Diam. d

mm

l mm

Load kg Load kg Weight kg/pc Axial* Tail Axial**

angle

30° 45° 90°

BSR M8x50-EV 45607 8 50 11 5.5 5 500 5xUx140 250 150 100 60 0.016

BSR M10x50-EV 45097 10 50 13 6.5 7 750 6xUx175 350 200 140 80 0.019

BSR M12x60-EV 45098 12 60 16 9 15 1000 8xUx300 500 300 220 140 0.038

BSR M16x80-EV 45099 16 80 22 13 20 1600 10xUx350 850 700 600 430 0.101

BSR M16x100-EV 45100 16 100 22 13 20 1600 10xUx350 1000 800 700 500 0.128

BSR M16x120-EV 45101 16 120 22 13 20 1600 10xUx350 1200 850 750 500 0.155

BSR M20x100-EV 45102 20 100 27 16 20 2500 12xUx400 1300 1000 950 650 0.156

BSR M20x120-EV 45103 20 120 27 16 20 2500 12xUx400 1400 1100 1000 700 0.188

BSR M24x120-EV 45608 24 120 32 16 20 2500 12xUx400 1800 1400 1250 900 0.275

BSR-SS Product

no. Thread

M

Overall length

mm

Diam. D

mm

Diam. d

mm

l mm


angle

30° 45° 90°

BSR M8x50-SS2 45618 8 50 11 5.5 5 500 5xUx140 250 150 100 60 0.016

BSR M8x50-SS4 45609 8 50 11 5.5 5 500 5xUx140 250 150 100 60 0.016

BSR M10x50-SS2 45475 10 50 13 6.5 7 750 6xUx175 350 200 140 80 0.020

BSR M10x50-SS4 45610 10 50 13 6.5 7 750 6xUx175 350 200 140 80 0.020

BSR M12x60-SS2 45620 12 60 16 9 15 1000 8xUx300 500 300 220 140 0.039

BSR M12X60-SS4 45611 12 60 16 9 15 1000 8xUx300 500 300 220 140 0.039

BSR M16x80-SS2 45621 16 80 22 13 20 1600 10xUx350 850 700 600 430 0.103

BSR M16x80-SS4 45612 16 80 22 13 20 1600 10xUx350 850 700 600 430 0.103

BSR M16x100-SS2 45622 16 100 22 13 20 1600 10xUx350 1000 800 700 500 0.130

BSR M16x100-SS4 45613 16 100 22 13 20 1600 10xUx350 1000 800 700 500 0.130

BSR M16x120-SS2 45623 16 120 22 13 20 1600 10xUx350 1200 850 750 500 0.158

BSR M16x120-SS4 45614 16 120 22 13 20 1600 10xUx350 1200 850 750 500 0.158

BSR M20x100-SS2 45624 20 100 27 16 20 2500 12xUx400 1300 1000 950 650 0.160

BSR M20x100-SS4 45615 20 100 27 16 20 2500 12xUx400 1300 1000 950 650 0.160

BSR M20x120-SS2 45625 20 120 27 16 20 2500 12xUx400 1400 1100 1000 700 0.193

BSR M20x120-SS4 45616 20 120 27 16 20 2500 12xUx400 1400 1100 1000 700 0.193

BSR M24x120-SS2 45619 24 120 32 16 20 2500 12xUx400 1800 1400 1250 900 0.281

BSR M24x120-SS4 45617 24 120 32 16 20 2500 12xUx400 1800 1400 1250 900 0.281

Note: * the working load is valid only if the reinforcing tail is used. This tail is no part of the BSR product. ** the capacity loads are with a breakage factor equal to 4.



FIXING INSERTS WITH FLAT END AND CROSS-PIN - BSRS

Fixing inserts BSRS are manufactured from welded steel precision tube S250G2T galvanized (EV) or from stainless steel tube 1.4301 (SS2) or 1.4404 (SS4). The cross-pin is made from steel bar S235JO. Do not use these inserts for lifting.

BSR-EV Product

no. Thread

M

Overall length

mm

Diam. D

mm

l1 mm

Cross-pin Load kg

Weight kg/pc

Diam. d

mm

l mm

Axial* Angle

30° 45° 90°

BSRS M8x50-EV 46120 8 50 10 7 7 50 250 150 100 60 0.031

BSRS M10x50-EV 46101 10 50 14 11 9 50 350 200 140 80 0.044

BSRS M12x70-EV 46125 12 70 16 13 9 50 500 300 220 140 0.063

BSRS M16x80-EV 46128 16 80 21.3 20 12 80 850 700 600 430 0.172

BSRS M16x100-EV 46129 16 100 21.3 20 12 80 1000 800 700 500 0.199

BSRS M16x120-EV 46130 16 120 21.3 20 12 80 1200 850 750 500 0.226

BSRS M20x100-EV 46137 20 100 27 23 14 100 1300 1000 950 650 0.277

BSRS M20x120-EV 46138 20 120 27 23 14 100 1400 1100 1000 700 0.309

BSRS M24x120-EV 46143 24 120 33.7 28 14 100 1800 1400 1250 900 0.396

BSR-SS Product

no. Thread

M

Overall length

mm

Diam. D

mm

l1 mm

Cross-pin Load kg

Weight kg/pc

Diam. d

mm

l mm

Axial* Angle

30° 45° 90°

BSRS M8x50-SS2 46121 8 50 10 7 7 50 250 150 100 60 0.032

BSRS M8x50-SS4 46122 8 50 10 7 7 50 250 150 100 60 0.032

BSRS M10x50-SS2 46123 10 50 14 11 9 50 350 200 140 80 0.045

BSRS M10x50-SS4 46124 10 50 14 11 9 50 350 200 140 80 0.045

BSRS M12x60-SS2 46126 12 60 16 13 9 50 500 300 220 140 0.064

BSRS M12X60-SS4 46127 12 60 16 13 9 50 500 300 220 140 0.064

BSRS M16x80-SS2 46131 16 80 21.3 20 12 80 850 700 600 430 0.174

BSRS M16x80-SS4 46134 16 80 21.3 20 12 80 850 700 600 430 0.174

BSRS M16x100-SS2 46132 16 100 21.3 20 12 80 1000 800 700 500 0.201

BSRS M16x100-SS4 46135 16 100 21.3 20 12 80 1000 800 700 500 0.201

BSRS M16x120-SS2 46133 16 120 21.3 20 12 80 1200 850 750 500 0.229

BSRS M16x120-SS4 46136 16 120 21.3 20 12 80 1200 850 750 500 0.229

BSRS M20x100-SS2 46139 20 100 27 23 14 100 1300 1000 950 650 0.280

BSRS M20x100-SS4 46141 20 100 27 23 14 100 1300 1000 950 650 0.280

BSRS M20x120-SS2 46140 20 120 27 23 14 100 1400 1100 1000 700 0.314

BSRS M20x120-SS4 46142 20 120 27 23 14 100 1400 1100 1000 700 0.314

BSRS M24x120-SS2 46144 24 120 33.7 28 14 100 1800 1400 1250 900 0.402

BSRS M24x120-SS4 46145 24 120 33.7 28 14 100 1800 1400 1250 900 0.402

Note * the capacity loads are with a breakage factor equal to 4.



FIXING INSERTS WITH BENDED END - BSH

Fixing inserts BSH are manufactured from steel precision tube S235JR galvanized (EV) or from stainless steel tube 1.4301 (SS2) or 1.4404 (SS4). Do not use these inserts for lifting.

BSH-BL Product

no. BSH-EV

Product no.

Thread M

Overall length

mm

Diam. D

mm

Dim. l

mm

Load kg Weight kg/pc Axial

BSH M8x30 45135 BSH M8x30-EV 45141 8 30 10 20 300 0.017

BSH M8x50 45435 BSH M8x50-EV 45316 8 50 10 20 300 0.024

BSH M10x35 45136 BSH M10x35-EV 45142 10 35 11.5 21 600 0.023

BSH M10x60 45417 BSH M10x60-EV 45317 10 60 11.5 21 600 0.033

BSH M12x45 45137 BSH M12x45-EV 45143 12 45 14 25 400 0.046

BSH M12x70 45423 BSH M12x70-EV 45424 12 70 14 25 800 0.062

BSH M16x60 45138 BSH M16x60-EV 45144 16 60 20.5 30 800 0.123

BSH M16x100 45429 BSH M16X100-EV 45430 16 100 20.5 30 1300 0.175

BSH M20x70 45139 BSH M20x70-EV 45145 20 70 24.5 30 1200 0.169

BSH M20x100 45432 BSH M20x100-EV 45433 20 100 24.5 30 1600 0.219

BSH M24x80 45140 BSH M24x80-EV 45146 24 80 28.5 37 1600 0.268

BSH-SS2 Product

no. BSH-SS4

Product no.

Thread M

Overall length

mm

Diam. D

mm

Dim. l

mm

Load kg Weight kg/pc Axial

BSH M8x30-SS2 45645 BSH M8x30-SS4 45147 8 30 10 20 300 0.017

BSH M8x50-SS2 45598 BSH M8x50-SS4 45312 8 50 10 20 300 0.024

BSH M10x35-SS2 45418 BSH M10x35-SS4 45148 10 35 11.5 21 600 0.023

BSH M10x60-SS2 45599 BSH M10x60-SS4 45313 10 60 11.5 21 600 0.034

BSH M12x45-SS2 45600 BSH M12x45-SS4 45149 12 45 14 25 400 0.047

BSH M12x70-SS2 45601 BSH M12x70-SS4 45425 12 70 14 25 800 0.064

BSH M16x60-SS2 45602 BSH M16x60-SS4 45150 16 60 20.5 30 800 0.126

BSH M16x100-SS2 45603 BSH M16x100-SS4 45431 16 100 20.5 30 1300 0.179

BSH M20x70-SS2 45604 BSH M20x70-SS4 45151 20 70 24.5 30 1200 0.174

BSH M20x100-SS2 45605 BSH M20x100-SS4 45434 20 100 24.5 30 1600 0.224

BSH M24x80-SS2 45606 BSH M24x80-SS4 45152 24 80 28.5 37 1600 0.274

BSH-TV Product no. Thread

M Overall length

mm

Diam. D

mm

Dim. l

mm

Weight kg/pc

BSH M12x150-TV 45633 12 150 14 25 0.118

BSH M16x220-TV 45634 16 220 20.5 30 0.344

BSH M20x90-TV 45635 20 90 24.5 30 0.204

BSH M20x270-TV 45636 20 270 24.5 30 0.521

BSH M24x320-TV 45637 24 320 28.5 37 0,857



FIXING INSERTS WITH NAILING PLATE, FLAT END AND CROSSDRILLED HOLE - BSRF

Fixing inserts BSRF are manufactured from steel precision tube S235JO galvanized (EV) or from stainless steel tube 1.4301 (SS2) or 1.4404 (SS4). Do not use these inserts for lifting.

BSRF-EV Product

no. Thread

M

Overall length

mm

Diam. D

mm

Plate dia. mm

d mm

l1 mm


angle

30° 45° 90°

BSRF M8x50-EV 45206 8 50 10 34 7.2 7 500 5xUx140 250 150 100 60 0.023

BSRF M10x50-EV 45441 10 50 14 34 9.2 11 750 6xUx175 350 200 140 80 0.025

BSRF M12x70-EV 45442 12 60 16 40 9.2 13 1000 8xUx300 500 300 220 140 0.048

BSRF M16x80-EV 45443 16 80 21.3 48 12.2 20 1600 10xUx350 850 700 600 430 0.117

BSRF M16x100-EV 45458 16 100 21.3 48 12.2 20 1600 10xUx350 1000 800 700 500 0.144

BSRF M16x120-EV 45646 16 120 21.3 48 12.2 20 1600 10xUx350 1000 800 700 500 0.171

BSRF M20x100-EV 45444 20 100 27 48 14.2 23 2500 12xUx400 1300 1000 950 650 0.172

BSRF M20x120-EV 45658 20 120 27 48 14.2 23 2500 12xUx400 1300 1000 950 650 0.204

BSRF M24x120-EV 45476 24 120 33.7 57 14.2 28 2500 12xUx400 1800 1400 1250 900 0.297

BSRF-SS Product

no. Thread

M

Overall length

mm

Diam. D

mm

Plate dia. mm

d mm

l1 mm


angle

30° 45° 90°

BSRF M8x50-SS2 45207 8 50 10 34 7.2 7 500 5xUx140 250 150 100 60 0.023

BSRF M8x50-SS4 45208 8 50 10 34 7.2 7 500 5xUx140 250 150 100 60 0.023

BSRF M10x50-SS2 45322 10 50 14 34 9.2 11 750 6xUx175 350 200 140 80 0.026

BSRF M10x50-SS4 45437 10 50 14 34 9.2 11 750 6xUx175 350 200 140 80 0.026

BSRF M12x60-SS2 45357 12 60 16 40 9.2 13 1000 8xU x300 500 300 220 140 0.049

BSRF M12X60-SS4 45438 12 60 16 40 9.2 13 1000 8xU x300 500 300 220 140 0.049

BSRF M16x80-SS2 45358 16 80 21.3 48 12.2 20 1600 10xU x350 850 700 600 430 0.119

BSRF M16x80-SS4 45439 16 80 21.3 48 12.2 20 1600 10xU x350 850 700 600 430 0.119

BSRF M16x100-SS2 45571 16 100 21.3 48 12.2 20 1600 10xU x350 1000 800 700 500 0.147

BSRF M16x100-SS4 45569 16 100 21.3 48 12.2 20 1600 10xU x350 1000 800 700 500 0.147

BSRF M16x120-SS2 45648 16 120 21.3 48 12.2 20 1600 10xU x350 1000 800 700 500 0.175

BSRF M16x120-SS4 45647 16 120 21.3 48 12.2 20 1600 10xU x350 1000 800 700 500 0.175

BSRF M20x100-SS2 45323 20 100 27 48 14.2 23 2500 12xU x400 1300 1000 950 650 0.176

BSRF M20x100-SS4 45440 20 100 27 48 14.2 23 2500 12xU x400 1300 1000 950 650 0.176

BSRF M20x120-SS2 45656 20 120 27 48 14.2 23 2500 12xU x400 1300 1000 950 650 0.209

BSRF M20x120-SS4 45657 20 120 27 48 14.2 23 2500 12xU x400 1300 1000 950 650 0.209

BSRF M24x120-SS2 45572 24 120 33.7 57 14.2 28 2500 12xU x400 1800 1400 1250 900 0.304

BSRF M24x120-SS4 45570 24 120 33.7 57 14.2 28 2500 12xU x400 1800 1400 1250 900 0.304

Note: * working load is valid only if the reinforcing tail is used. This tail is no part of the BSRF product ** the capacity loads are with a breakage factor equal to 4.



FIXING INSERTS WITH NAILING PLATE, FLAT END WITH CROSSDRILLED HOLE AND CROSS-PIN - BSRFS

Fixing inserts BSRF are manufactured from steel precision tube S235JO galvanized (EV) or from stainless steel tube 1.4301 (SS2) or 1.4404 (SS4). The cross-pin is made from steel bar S235JO. Do not use these inserts for lifting.

BSRFS-EV Product

no. Thread

M

Overall length

mm

Diam. D

mm

Plate dia. mm

d mm

l1 mm

Load kg

Weight kg/pc

l mm Axial

angle

30° 45° 90°

BSRFS M8x50-EV 45554 8 50 10 34 7 50 7 250 150 100 60 0.038

BSRFS M10x50-EV 45466 10 50 14 34 9 50 11 350 200 140 80 0.050

BSRFS M12x70-EV 45555 12 60 16 40 9 50 13 500 300 220 140 0.073

BSRFS M16x80-EV 45472 16 80 21.3 48 12 80 20 850 700 600 430 0.188

BSRFS M16x100-EV 45473 16 100 21.3 48 12 80 20 1000 800 700 500 0.215

BSRFS M16x120-EV 45556 16 120 21.3 48 12 80 20 1000 800 700 500 0.242

BSRFS M20x100-EV 45474 20 100 27 48 14 100 23 1300 1000 950 650 0.293

BSRFS M20x120-EV 45557 20 120 27 48 14 100 23 1300 1000 950 650 0.325

BSRFS M24x120-EV 45558 24 120 33.7 57 14 100 28 1800 1400 1250 900 0.418

BSRFS-SS Product

no. Thread

M

Overall length

mm

Diam. D

mm

Plate dia. mm

d mm

l1 mm

Load kg

Weight kg/pc

l mm Axial

angle

30° 45° 90°

BSRFS M8x50-SS2 45564 8 50 10 34 7 50 7 250 150 100 60 0.038

BSRFS M8x50-SS4 45559 8 50 10 34 7 50 7 250 150 100 60 0.038

BSRFS M10x50-SS2 45359 10 50 14 34 9 50 11 350 200 140 80 0.051

BSRFS M10x50-SS4 45467 10 50 14 34 9 50 11 350 200 140 80 0.051

BSRFS M12x60-SS2 45360 12 60 16 40 9 50 13 500 300 220 140 0.074

BSRFS M12X60-SS4 45469 12 60 16 40 9 50 13 500 300 220 140 0.074

BSRFS M16x80-SS2 45361 16 80 21.3 48 12 80 20 850 700 600 430 0.190

BSRFS M16x80-SS4 45470 16 80 21.3 48 12 80 20 850 700 600 430 0.190

BSRFS M16x100-SS2 45565 16 100 21.3 48 12 80 20 1000 800 700 500 0.218

BSRFS M16x100-SS4 45560 16 100 21.3 48 12 80 20 1000 800 700 500 0.218

BSRFS M16x120-SS2 45566 16 120 21.3 48 12 80 20 1000 800 700 500 0.246

BSRFS M16x120-SS4 45561 16 120 21.3 48 12 80 20 1000 800 700 500 0.246

BSRFS M20x100-SS2 45362 20 100 27 48 14 100 23 1300 1000 950 650 0.297

BSRFS M20x100-SS4 45471 20 100 27 48 14 100 23 1300 1000 950 650 0.297

BSRFS M20x120-SS2 45567 20 120 27 48 14 100 23 1300 1000 950 650 0.330

BSRFS M20x120-SS4 45562 20 120 27 48 14 100 23 1300 1000 950 650 0.330

BSRFS M24x120-SS2 45568 24 120 33.7 57 14 100 28 1800 1400 1250 900 0.425

BSRFS M24x120-SS4 45563 24 120 33.7 57 14 100 28 1800 1400 1250 900 0.425



FIXING INSERT WITH CROSSDRILLED HOLE - HBU

Fixing inserts HBU are manufactured from steel bar 9SMnPb28 (W 1.0718) galvanized (EV) or from stainless steel bar A2 –304 / 1.4305 (SS2) or A4-316Ti / 1.4571 (SS4). Do not use these inserts for lifting.

HBU-EV Product

no. Thread

M

Overall length

mm

Diam. D

mm

Diam. g

mm

l mm

Axial load kg

Weight kg/pc

HBU M10x50-EV 45504 10 50 14 6.2 13 350 0.042

HBU M10x60-EV 45399 10 60 14 6.2 13 400 0.054

HBU M12x60-EV 45505 12 60 16 9.2 15 600 0.067

HBU M12x70-EV 45400 12 70 16 9.2 15 700 0.083

HBU M16x80-EV 45506 16 80 22 10.2 16 900 0.177

HBU M16x85-EV 45507 16 85 22 10.2 16 900 0.192

HBU M16x100-EV 45401 16 100 22 10.2 16 1300 0.237

HBU M20x100-EV 45508 20 100 26 12.2 24 1400 0.312

HBU M20x130-EV 45402 20 130 26 12.2 24 1800 0.437

HBU M24x120-EV 45509 24 120 32 15.2 32 1800 0.578

HBU M24x150-EV 45403 24 150 32 15.2 32 2300 0.767

HBU-SS Product

no. Thread

M

Overall length

mm

Diam. D

mm

Diam. g

mm

l mm

Axial load kg

Weight kg/pc

HBU M10x50-SS2 45363 10 50 14 6.2 13 350 0.043

HBU M10x50-SS4 45364 10 50 14 6.2 13 350 0.043

HBU M10x60-SS2 45516 10 60 14 6.2 13 400 0.055

HBU M10x60-SS4 45510 10 60 14 6.2 13 400 0.055

HBU M12x60-SS2 45365 12 60 16 9.2 15 600 0.069

HBU M12x60-SS4 45366 12 60 16 9.2 15 600 0.069

HBU M12x70-SS2 45517 12 70 16 9.2 15 700 0.085

HBU M12x70-SS4 45511 12 70 16 9.2 15 700 0.085

HBU M16x80-SS2 45367 16 80 22 10.2 16 900 0.181

HBU M16x80-SS4 45368 16 80 22 10.2 16 900 0.181

HBU M16x85-SS2 45518 16 85 22 10.2 16 900 0.197

HBU M16x85-SS4 45512 16 85 22 10.2 16 900 0.197

HBU M16x100-SS2 45519 16 100 22 10.2 16 1300 0.242

HBU M16x100-SS4 45513 16 100 22 10.2 16 1300 0.242

HBU M20x100-SS2 45369 20 100 26 12.2 24 1400 0.319

HBU M20x100-SS4 45370 20 100 26 12.2 24 1400 0.319

HBU M20x130-SS2 45520 20 130 26 12.2 24 1800 0.446

HBU M20x130-SS4 45514 20 130 26 12.2 24 1800 0.446

HBU M24x120-SS2 45371 24 120 32 15.2 32 1800 0.591

HBU M24x120-SS4 45372 24 120 32 15.2 32 1800 0.591

HBU M24x150-SS2 45521 24 150 32 15.2 32 2300 0.785

HBU M24x150-SS4 45515 24 150 32 15.2 32 2300 0.785



FIXING INSERT WITH CROSSDRILLED HOLE AND CROSS-PIN - HBUS

Fixing inserts HBUS are manufactured from steel bar 9SMnPb28 (W 1.0718) galvanized (EV) or from stainless steel bar A2 – 304 / 1.4305 (SS2) or A4-316Ti / 1.4571 (SS4). The cross-pin is made from steel bar S235JO. Do not use these inserts for lifting.

HBUS-EV Product

no. HBU-EV

Product no.

Thread M

Overall length L

mm

Diam. D

mm

l1 mm

Cross-pin Axial

load kg Weight kg/pc d

mm l

mm

HBUS M10x50-EV 45486 HBU M10x50-EV 45504 10 50 14 13 6 50 350 0.053











HBUS-SS Product

no. HBU-SS

Product no.

Thread M

Overall length L

mm

Diam. D

mm

l1 mm

Cross-pin Axial load kg

Weight kg/pc d

mm l

mm

HBUS M10x50-SS2 45321 HBU M10x50-SS2 45363 10 50 14 13 6 50 350 0.054
























FIXING CONNECTOR - KB

Fixing connectors KB are manufactured of steel S355JO galvanized (EV), hot dipped galvanized (TV) or of stainless steel A2 – 304 / 1.4301 (SS2) or A4 – W 1.4571 –AISI 316Ti class 80 with yield strength min 640N/mm² and elongation min 15% (SS4).

KB-EV Product

no. KB-TV

Product no.

Thread M

Overall length

mm

Diam. D

mm

Weight kg/pc

KB M6x18-EV 45660 6 18 10 0.008

KB M8x25-EV 45522 8 25 12 0.015

KB M10x30-EV 45523 10 30 14 0.023

KB M12x36-EV 45662 KB M12x36-TV 45679 12 36 16 0.033

KB M16x48-EV 45668 KB M16x48-TV 45678 16 48 22 0.085

KB M16x45-EV 45902 KB M16x45-TV 45905 16 45 22 0.079

KB M20x55-EV 45898 KB M20x55-TV 45901 20 55 26 0.124

KB M20x60-EV 45663 KB M20x60-TV 45677 20 60 26 0.135

KB M24x72-EV 45664 KB M24x72-TV 45676 24 72 32 0.257

KB M30x90-EV 45665 KB M30x90-TV 45675 30 90 40 0.493

KB M36x110-EV 45666 KB M36X110-TV 45674 36 110 47.5 0.830

KB M42x126-EV 44468 KB M42x126-TV 44470 42 126 54 1.166

KB-SS2 Product

no. KB-SS4

Product no.

Thread M

Overall length

mm

Diam. D

mm

Weight kg/pc

KB M6x18-SS2 45539 KB M6x18-SS4 45529 6 18 10 0.008

KB M8x25-SS2 44328 KB M8x25-SS4 45531 8 25 12 0.015

KB M10x30-SS2 44330 KB M10x30-SS4 45532 10 30 14 0.023

KB M12x36-SS2 44331 KB M12x36-SS4 44342 12 36 16 0.034

KB M16x48-SS2 44653 KB M16x48-SS4 44343 16 48 22 0.086

KB M16x45-SS2 45903 KB M16x45-SS4 45904 16 45 22 0.081

KB M20x55-SS2 45899 KB M20x55-SS4 45900 20 55 26 0.127

KB M20x60-SS2 44655 KB M20x60-SS4 44345 20 60 26 0.138

KB M24x72-SS2 44335 KB M24x72-SS4 44347 24 72 32 0.263

KB M30x90-SS2 44338 KB M30x90-SS4 44471 30 90 40 0.504

KB M36x110-SS2 45542 KB M36x110-SS4 44802 36 110 47.5 0.849

KB M42x126-SS2 44340 KB M42x126-SS4 45537 42 126 54 1.192



FIXING CONNECTOR - KBL

Fixing connectors KBL are manufactured of steel S355JO (EN 10025) galvanized (EV) or of stainless steel A2 –304 / 1.4301 (SS2) or A4– W 1.4571 –AISI 316Ti class 80 with yield strength min 640N/mm² and elongation min 15% (SS4).

KBL-EV Product no. Thread

M Overall length

mm

Diam. D

mm

Weight kg/pc

KBL M12x45-EV 45835 12 45 16 0.042

KBL M16x60-EV 45836 16 60 22 0.106

KBL M20x75-EV 45837 20 75 26 0.169

KBL M24x90-EV 45838 24 90 32 0.322

KBL M30x90-EV 45839 30 90 40 0.494

KBL-SS4 Product no. Thread

M Overall length

mm

Diam. D

mm

Weight kg/pc

KBL M12x45-SS4 45840 12 45 16 0.043

KBL M16x60-SS4 45841 16 60 22 0.108

KBL M20x75-SS4 45842 20 75 26 0.173

KBL M24x90-SS4 45843 24 90 32 0.329

KBL M30x90-SS4 45844 30 90 40 0.506

DOUBLE METRIC MOUNTING PLUG - SN

SN Product

nr. Thread

M1 Thread

M2

Thickness H

mm

SN M12-M6 45214 12 6 16

SN M16-M8 45215 16 8 16

SN M20-M8 45216 20 8 16

SN M24-M8 46303 24 8 16

SN M24-M10 45217 24 10 16

SN M30-M10 45218 30 10 16

SN M30-M8 46079 30 8 16

SN M36-M10 45219 36 10 25

SN M42-M10 45220 42 10 30

SN M48-M10 45464 48 10 36

SN M48-M12 46525 48 12 36

SN M48-M16 46524 48 16 36

Double metric mounting plug SN is used for fixing the anchors or the lifting sockets on the formwork with a screw.



REUSABLE PLASTIC COVER - AP – WITHOUT THREAD

The Plastic Cover – AP prevents the entry of dirt and concrete water inside the anchor or bush in the thread zone. This Plastic Cover is made from plastic material (PVC or LDPE).

AP Nr. produs Filet

M/MRd D

mm d

mm H

mm

AP-12 43617 12 17 11 12

AP-16 43618 16 23 15 14

AP-18 46697 18 26 17 14

AP-20 43579 20 29 19 14

AP-24 43620 24 33 23 14

AP-27 46698 27 35 26 14

AP-30 43621 30 38 29 16

AP-33 46816 33 41 32 16

AP-36 46817 36 44 35 16

AP-42 43622 42 50 41 22

AP-48 46699 48 56 47 22



PLASTIC NAILING PLATE KU-2 - VARIANT I

KU-02 Product no. Thread

M Diam. mm

Thickness mm

Weight kg/pc

KU-02-M10-PVC 46276 M10 50 2 0.007

KU-02-M12-PVC 45973 M12 50 2 0.007

KU-02-M16-PVC 45972 M16 50 2 0.009

KU-02-M20-PVC 45974 M20 50 2 0.011

KU-02-M24-PVC 45975 M24 50 2 0.015

KU-02-M30-PVC 45976 M30 60 2 0.025

KU-02-M36-PVC 45977 M36 70 2 0.042

KU-02-M42-PVC 45978 M42 70 2 0.056

The nailing plates KU-02 are used for fixing the anchors and the lifting sockets to the formwork with nails. These are suitable for fixing the anchors or the lifting sockets at the surface of the concrete units. PLASTIC NAILING PLATE KU-10 - VARIANT I


M Diam. D

mm Diam. d

mm Thickness

mm Weight kg/pc

KU-10-M08-PVC 45849 M8 50 44 10 0.012

KU-10-M10-PVC 46431 M10 50 44 10 0.013

KU-10-M12-PVC 43069 M12 50 44 10 0.013

KU-10-M12-PVC-LR 45478 M12 60 50 10 0.020

KU-10-M16-PVC 44712 M16 50 44 10 0.015

KU-10-M16-PVC-LR 45479 M16 60 50 10 0.021

KU-10-M20-PVC 44713 M20 50 44 10 0.018

KU-10-M20-PVC-LR 45480 M20 60 50 10 0.024

KU-10-M24-PVC 44714 M24 50 44 10 0.023

KU-10-M24-PVC-LR 45481 M24 80 70 10 0.041

KU-10-M30-PVC 44715 M30 60 50 10 0.035

KU-10-M30-PVC-LR 45482 M30 80 70 10 0.054

KU-10-M36-PVC-LR 45483 M36 110 100 10 0.084

KU-10-M42-PVC 44775 M42 80 70 10 0.080

KU-10-M42-PVC-LR 45484 M42 110 100 10 0.099

KU-10-M48-PVC-LR 45485 M48 110 100 10 0.117



The nailing plates KU-10 are used for fixing the anchors and the lifting sockets to the formwork with nails. The fixing flange ensures a minimal recess around the head of the anchor. The recess is filled with fine concrete for protection against corrosion. PLASTIC NAILING PLATE KU-2 - VARIANT II


M Diam. mm

Thickness mm

Weight kg/pc

KU-02-M10-PVC 47112 M10 50 2 0.007

KU-02-M12-PVC 46050 M12 50 2 0.007

KU-02-M16-PVC 47113 M16 50 2 0.009

KU-02-M20-PVC 47114 M20 50 2 0.011

KU-02-M24-PVC 47115 M24 50 2 0.015

PLASTIC NAILING PLATE KU-10 - VARIANT II


M Diam. D

mm Diam. d

mm Thickness

mm Weight kg/pc

KU-10-M08-PVC 47116 M8 50 44 10 0.012

KU-10-M10-PVC 47117 M10 60 50 10 0.013

KU-10-M12-PVC 47118 M12 60 50 10 0.013

KU-10-M16-PVC 47119 M16 60 50 10 0.015

KU-10-M20-PVC 47120 M20 60 50 10 0.018

KU-10-M24-PVC 47121 M24 60 50 10 0.023

KU-10-M30-PVC 47122 M30 60 52 10 0.035

KU-10-M42-PVC 47123 M42 95 85 10 0.080

The plastic nailing plates KU-02 and KU-10 are nailed to formwork. Using forming wax on the nailing plate makes it easier to remove and screw on anchor or fixing insert. The anchor must be fastened to the reinforcement by suitable means so that it does not move during concreting. After stripping, unscrew.



IDENTIFICATION RING – DATA CLIP

DATA CLIP Product no. Thread

MRd D

mm d

mm H

mm Colour

Weight kg/pc

DATA CLIP MRd12 47402 12 24 21 12 Red 0.003

DATA CLIP MRd16 47403 16 31 26 15 Dark grey 0.004

DATA CLIP MRd20 47404 20 35 31 15 Green 0.006

DATA CLIP MRd24 47406 24 41 36 15 Blue 0.008

DATA CLIP MRd30 47407 30 49 44 20 Light grey 0.010

With Terwa DATA CLIP is easy to identify the lifting anchors embedded in concrete. On this ring is clearly marked the size, the maximum working load and manufacturer. In the same time each DATA CLIP has an unique colour code. All specifications can be changed without previous notice.

Disclaimer

Terwa B.V. is not liable for deprivations to the products delivered by her caused by wear. Terwa B.V. is also not liable for damage caused by inaccurate and/or injudicious handling and use of the products delivered by her and/or use of these for purposes for which they are not produced. The responsibility of Terwa B.V. is furthermore limited in conformity to article 13 of the “Metaalunie” conditions, conditions which are applicable for all deliveries of Terwa B.V.

Terwa 1D System

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Transcript of Terwa 1D System