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European Technical Approval

Heavy Duty Fixings For Concrete and Masonry

C-SL-2009E-R

Why Simpson Strong-Tie/Liebig?

> Pioneer in Code-Compliant anchors

> History of Research and

State-of-the-Art Testing

> Innovative Product Design

> Technical Support

> High Load Capacities

> Reliable, Consistent Performance


This catalogue is owned by Simpson Strong-Tie®. A complete or partial copy is not allowed without written authorisation.

We are pleased to present you with the 2009 Liebig product catalogue. Since its

pioneering work in fastening technology began in 1946, Liebig has specialised

in the development of high quality, innovative structural anchors. At the begin-

ning of 2008 Liebig was purchased by Simpson Strong-Tie, an organisation that

also has a long history of structural connector and anchor expertise. Together

our two companies will provide you with the high quality products and enhanced

customer support that you deserve. Here’s what you can expect.

Testing Innovation and Performance

For many years Liebig has been a leader in the research and development of heavy-duty

undercutting anchor technology. This history will continue with Simpson Strong-Tie and

its global focus on R&D and testing. Simpson’s work has led to the creation of many

anchor products that significantly improve the safety of homes, buildings,

and other structures. Our state-of-the-art laboratory facilities are constant-

ly testing new and existing products to provide you with the best connect-

ing and anchoring solutions and with the information you need in order to

design with and properly install our products.

Technical approvals

Knowing that our products are extensively tested provides you with the reassurance

that they will perform in the toughest conditions. Many of the products contained in

this catalogue have been used in the most demanding safety-

oriented applications such as nuclear power plants.

Most Liebig anchors are compliant with the highest European

Technical Approvals for cracked and non cracked concrete.

Customer Support

The quality and variety of our product line provides engineers and builders with design

flexibility while offering reliable and proven performance. In addition, customers can

count on our engineering technical support, experienced field representatives and training

programs.

To learn more about the Liebig product line, please visit our website or call us.

We look forward to working with you.

www.simpson-liebig.com

Simpson Strong-Tie was founded in the United States and has been manufacturing wood-to-wood

and wood-to-concrete connectors since 1956. Since then, Simpson Strong-Tie has grown to be the

world’s largest manufacturer of construction connectors and has expanded into anchoring and

fastening solutions for concrete, masonry and steel.

In 1995, Simpson Strong-Tie established an Anchor Systems division and expanded its product

offering to include mechanical anchors, chemical anchors, restoration adhesives, powder-actuated

tools/fasteners and carbide drill bits. With anchor manufacturing and adhesive formulating facilities

in North America, Asia and Europe, the company continues to develop new products that offer higher

performance, easier installation and a lower installed cost.

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CONTENTS

Page

Anchor Selection Guide 4-5

Undercut Anchor Systems

ULTRAPLUS UP 6-11

SUPERPLUS BLS, ILS 12-17

SUPERPLUS STEP IRON ANCHOR SA 18

SUPERPLUS LIGHTNING PROTECTION ANCHOR BA 19

Expansion Anchor Systems

SAFETY BOLT B, S, SK 20-27

LIEBIG ANCHOR AB, AS 28-33

THROUGHBOLT BOA-X AND BOAX-II 34-39

WECO-BRASS ANCHOR 56

Adhesive Anchor Systems

VESF 40-43

INJECTION 2000 44-47

LSK AND LVK 48-51

CHEMICAL ANCHOR PLUS KLS, KLP 52-55

Accessories

Ring bolts, Stud Connectors, Specials, Quick Set Drive, Applicator guns 57-58

Service

FAX ENQUIRY FORM 59

Simpson Strong-Tie Ireland Ltd. reserves the right to change specifi cations, designs, and models without notice or liability for such changes.

3

Undercut Anchor Systems Expansion Anchor Systems Adhesive Anchor Systems

This type of anchor transfers load into the base material through mechanical interlockwith an undercut that is formed in the base material. The undercut can be formed be-fore or during setting of the anchor. These systems have very high reliability andperformance.

This type of anchor transfers load into the base material through friction grip that is established between the anchor’s expansion sleeve and the sidewalls of the drilled hole.This occurs when the anchor is set and the cone is drawn into the expan-sion sleeve. Expansion anchors pro-vide a reliable and economical fi xing system.

This type of anchor consists of a chemical mortar and a threaded metal stud. After installation a chemical reaction takes place that secures the stud in place and the chemical bonds to the sidewalls of the drilled hole. This system does not produce expansion forces, and therefore allows for smaller edge distances and spacings.

Pa

ge

An

chori

ng

P

rin

cip

le

Cra

cked

C

on

cret

e

Non

-Cra

cked

Con

cret

e

Holl

ow

M

aso

nry

Type

ULTRAPLUS 6 ● ●

SUPERPLUS 12 ● ●

SAFETY BOLT 20 ● ●

LIEBIG ANCHOR 28 ● ●

BOA-X AND BOAX-II 34 ● ●

VESF 40 ● ●

INJECTION 2000 44 ● ●

LSK AND LVK 48 ● ●

CHEMICAL ANCHOR PLUS 52 ●

WECO-BRASS ANCHOR 56 ●

Tension Zone Anchor

This anchor is suitable

and approved for use

in cracked (tension

zone) and non-cracked

(compression zone)

concrete.

Solid Masonry



in solid masonry

meet ing DIN 1053.

German National

Approval

This product has been

approved for construc-

tion applications by the

Deutsches Institut für

Bautechnik.

Fire Resistance

Suitable for use in fire

protection applications.

Compression Zone

Anchor


and approved for

use in non-cracked

(compression zone)

concrete.

Hollow Masonry



in solid masonry

meet ing DIN 1053.

European

Technical Approval

This anchor has been

approved for construc-

tion applications in

accordance with Euro-

pean Technical Appro-

val Guidelines (ETAG).

European

Conformity Mark

This product meets

the requirements

of the European Tech-

nical Approval and

can be used without

restriction in the Euro-

pean Union.

ANCHOR SELECTION GUIDE

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4

Soli

d

Ma

son

ry

ETA

-Ap

pro

val

DIB

t A

pp

rova

l

Fire

Res

ista

nce

Sp

rin

kle

rs

Civ

il D

efen

se

Ext

raord

ina

ry

Loa

ds

Ste

el,

Zin

c P

late

d

A4

Sta

inle

ss S

teel

Loa

d R

an

ge

Ca

lcu

lati

on

S

oft

wa

re

Option 1 ● ● ● ●19–320.2

kN●

Option 1 ● ● ● ● ● ●4.3–56.1

kN●

Option 1 ● ● ● ● ● ●2.4–48.9

kN●

Option 1 ● ● ● ● ●2.4–37.2

kN●

Option 1 ● ● ●1.8–21.4

kN●

●Option 7 (carbon steel)

(A4-pending)● ●

5.3–46.9kN

●

● ● ●4.9–27.4

kN

● ● ●0.3–1.7

kN

● ● ●4.0–60

kN

●0.5–2.5

kN

Corrosion Resistance Approved Anchors

Corrosion is the destruction of metal through chemical or electro-

chemical attack by the environment. In most indoor conditions

carbon steel anchors with zinc plating provide suffi cient corrosion

resistance. Stainless steel (A4) anchors are usually suitable for

outdoor or damp indoor conditions. Stainless steel anchors with

special corrosion resistant properties are necessary for aggressive

conditions such as roadway tunnels or chloride atmospheres.

To ensure that an anchor is capable of resisting the intended external

loads, the anchor must be suitable for the intended application and

installed in accordance with the manufacturer’s recommended

installation instructions. Anchors with independent technical approvals

(such as DIBt or ETA) have demonstrated suitable behavior and per-

formance for use in construction applications.

Suitable for use in civil

defense structures

according to the Guide -

lines of the German

Federal Agency for the

Protection of Population

and Catastrophe Assistance.

Suitable for use in

resisting special and

extraordinary loads

such as shocks and

earthquakes.

Calculation software.Available in carbon steel,

zinc plated and

blue passivated.

Available in A4

stainless steel.

Permissible tension load.


This anchor meets the

requirements of VdS

CEA 4001.

ANCHOR SELECTION GUIDE

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ULTRAPLUS M12 – M36The undercut anchor for exceptionally high loads in cracked and non-cracked concrete – also for shock and earthquake loads.

Function: When the anchor is installed the expansion segments are

driven down to the undercut in the drilled hole. The spring pressure auto-

matically expands the segments into the undercut with an audible “click.”

This results in a mechanical undercut connection without any expansion

pressure. The “positive undercut” allows perfect bearing of the segments

and ensures reliable transmission of the load into the concrete.

Benefits:

● Dependable fixing for high loads in cracked and non-cracked concrete

● High safety margins due to positive undercutting

● High strength threaded rod – Grade 10.9

● The spring automatically compensates for tolerances in the fixture

thickness

● Reduced edge distances and spacings

● Custom lengths available

● Proven performance history in resisting dynamic loads, shock loads, and

earthquakes. Expert reports available for these and other applications.

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CONSTRUCTION:

MATERIAL:

Grade 10.9 carbon steel, zinc plated and blue passivated

BASE MATERIAL:

Cracked and non-cracked concrete: C20/25 to C50/60

APPROVAL:

ETA-04/0099 – Option 1 – Carbon steel, zinc plated

LOAD RANGE:

Tension: Nperm

= 19.0 - 320.2 [kN]

Shear: Vperm

= 45.2 - 371.4 [kN]

PRODUCT RANGE:

UP: M12 – M36, carbon steel, zinc plated and blue passivated

CHARACTERISTICS:

Positive undercut anchor with Expansion pressure free

strong mechanical interlock Small edge distances and spacings

Immediately loadable Completely removable

Through-fix installation

APPLICATIONS:

Steel construction Conveyor systems

Industrial plants Cranes

Nuclear power plants

BENEFITS:

High tension and shear capacities

Custom lengths available

Positive undercutting (comparable performance to a cast-in headed stud)

PRODUCT DESCRIPTION:

The ULTRAPLUS undercut anchor is designed for use in applications where reliability and safety are essential, e.g. for anchoring safety relevant components in nuclear power plants, for industrial plants, conveyor systems, cranes, and also for special civil engineering solutions.

The LIEBIG ULTRAPLUS was developed to resist very high loads with its unique undercutting techno-logy. After the hole is drilled, a separate undercut is drilled using a special LIEBIG undercutting tool. When the anchor is inserted through the fixture, spring pressure opens the expanding segments. They lock into the undercut with a clearly audible click. The result is a mechanical interlock without expansion stresses. By applying the specified torque, the fixture is fastened in position. The “positive undercut” allows perfect bearing of the segments and ensures reliable transmission of the load into the concrete.

UP with hex nut, washer, threaded

stud and plastic retaining ring

R 120

ULTRAPLUS


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ULTRAPLUSUndercut Anchor Systems

Carbon steel, zinc plated ULTRAPLUS UP

Threaded stud with hex nut and washerMaterial: Grade 10.9 carbon steel, zinc plated and blue passivatedApproval: ETA-04/0099 – Option 1

Type Order Code

ThreadSize

Ø x Depth of

Drilled Hole

Max.Fixture

Thickness

Ø Fixture Hole

Eff.Embedment

Depth

TotalLength

WeightBox

Quantity

do x h1 tfi x df hef L

[mm] [mm] [mm] [mm] [mm] [mm] [kg/100 pcs] [pcs]

UP M12-23/140/20 UP1223140020 M12 23 x 190 20 24 140 220 48.0 10

UP M16-30/220/30 UP1630220030 M16 30 x 300 30 32 220 325 123.0 5

UP M20-36/250/50 UP2036250050 M20 36 x 330 50 38 250 380 173.0 5

UP M24-45/280/60* UP2445280060 M24 45 x 410 60 46 280 460 408.0 2

UP M36-67/420/100* UP3667420100 M36 67 x 570 100 68 420 700 1305.0 1

*Not included in approval. Available as special order.

Custom lengths available on request.

Installation Accessories

Hand undercutting tool with lever Undercutting tool for core drillingrigs with 1/2" drive

Diamond cutting blade

Compatible ULTRAPLUS

Order Code kg/pcCompatible ULTRAPLUS

Order Code kg/pcCompatible ULTRAPLUS

Order Code kg/10 pcs

M12 DH23 3.5 M12 D23 2.6 M12 DE23 0.5

M16 DH30 4.0 M16 D30 3.1 M16 DE30 1.0

M20 DH36 5.0 M20 D36 4.1 M20 DE36 1.2

M24 DH45 6.0 M24 D45 5.1 M24 DE45 2.1

M36 DH67 9.0 M36 D67 8.1 M36 DE67 3.3

Special lengths upon request.

Both types of undercutting tools are available for either purchase or hire.

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ULTRAPLUS TECHNICAL DATA


Carbon steel, zinc plated

Permissible loads for single anchors with no infl uencing edge distances or spacings. Loads are calculated using partial safety factors from ETAG 001and the characteristic anchor and installation data from this catalogue. Design calculations shall follow the requirements of ETA-04/0099.

Material: Carbon steel, Grade 10.9, zinc plated and blue passivated

Thread size M12 M16 M20 M24 M36

Effective embedment depth (hef) [mm] 140 220 250 280 420

Type UP... M12-23/140/… M16-30/220/… M20-36/250/… M24-45/280/… M36-67/420/…

Permissible tension loads1)

Nperm

Crackedconcrete

C20/25 [kN] 19.0 35.7 45.2 80.3 147.6

C30/37 [kN] 23.2 43.6 55.2 98.0 180.0

C40/50 [kN] 26.9 50.4 63.8 113.3 208.1

C50/60 [kN] 29.5 55.4 70.1 124.5 228.7

Non-crackedconcrete3)

C20/25 [kN] 28.6 45.2 66.7 111.9 206.6

C30/37 [kN] 34.9 55.2 81.3 136.5 252.0

C40/50 [kN] 40.3 63.8 94.0 157.8 291.3

C50/60 [kN] 43.4 70.1 103.3 173.5 320.2

Permissible shear loads1) 2)

Vperm

Crackedconcrete

C20/25 [kN] 45.2 81.0 109.5 160.6 295.1

C30/37 [kN] 45.2 81.0 109.5 161.9 360.0

C40/50 [kN] 45.2 81.0 109.5 161.9 371.4

C50/60 [kN] 45.2 81.0 109.5 161.9 371.4


C20/25 [kN] 45.2 81.0 109.5 161.9 371.4

C30/37 [kN] 45.2 81.0 109.5 161.9 371.4

C40/50 [kN] 45.2 81.0 109.5 161.9 371.4

C50/60 [kN] 45.2 81.0 109.5 161.9 371.4

Permissible bending moments1) 5)

Mperm [Nm] 62.4 158.1 309.0 534.5 1881.7

Spacings, edge distances and member thicknesses

Effective embedment depth hef [mm] 140 220 250 280 420

Characteristic spacing4) scr, N [mm] 420 660 750 840 1260

Minimum spacing smin [mm] 140 220 250 280 420

Characteristic edge distance4) ccr, N [mm] 210 330 375 420 630

Minimum edge distance cmin [mm] 140 220 250 280 420

Minimum member thickness hmin [mm] 240 360 400 500 700

– 3306) 3606) – –

Installation data

Drill hole diameter d0 [mm] 23 30 36 45 67

Drill hole depth h1 [mm] 190 300 330 410 570

Diameter of undercutting d1 [mm] 35 47 53.5 74 105

Undercutting Δdcut [mm] 6 8.5 8.75 14.5 19

Clearance hole in the fi xture

Through-fi xanchorage

df [mm] 24 32 38 46 68

Installation onthreaded stud d

f [mm] 14 18 22 26 39

Width across fl ats sw [mm] 24 36 41 50 75

Installation torque Tinst [Nm] 120 250 300 790 2000

Installed anchor

1) The permissible loads have been calculated using the partial safety factors for resistances stated in the ETA-approval and a partial safety factor for actions of γF = 1.4. The permissible loads are valid for unreinforced concrete and reinforced concrete with a rebar spacing s ≥ 15 cm and reinforced concrete with a rebar spacing s ≥ 10 cm if the rebar is 10 mm or smaller.

2) The permissible shear loads are based on a single anchor without infl uencing concrete edges. For shear loads applied close to an edge (c ≤ 10 hef or 60 d) concrete edge failure must be checked per ETAG 001, Annex C, design method A.

3) Concrete is considered non-cracked when the tensile stress within the concrete is σL + σR ≤ 0. In the absence of detailed verifi cation σR = 3 N/mm² can be assumed (σL equals the tensile stress within the concrete as a result of external loads, forces on anchors included).

4) If spacings or edge distances become smaller than the characteristic values (i.e. s ≤ scr,N and/or c ≤ ccr,N) a calculation per ETAG 001, Annex C, design method A must be performed. For details, see ETA-04/0099.

5) The permissible bending moments are only valid for the threaded stud (e.g. in case of a distance mounting).

6) This hmin only applies when the remote face of the concrete is inspected to ensure there has been no break-through as a result of drilling. Otherwise hmin = 360 mm (M16) and hmin = 400 mm (M20).

Complete your designs more easily by downloading our LIEBIG anchor software from our home-page: www.simpson-liebig.com 9

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The ULTRAPLUS

undercutting segments

open with an audible

„CLICK“ as soon as they

reach the undercut.

Installation

1 Drill hole. 3 Create the undercut

using LIEBIG undercut-

ting tool (approximately

15 to 70 seconds de-

pending on the anchor

size). Irrigate with water

while undercutting.

4 Install the LIEBIG

ULTRAPLUS undercut

anchor. The plastic ring

holding the undercut-

ting segments together

will remain at the

fi xture.

5 Apply the specifi ed

installation torque using

a calibrated torque

wrench – the ULTRA-PLUS undercut anchor

is now installed and can

resist loads immediately!

2 Clean hole with a blow

pump.

* The LIEBIG undercutting tool is available in models for use in core drilling rigs or as a hand undercutting tool with lever. Both models are available for hire or purchase.

The high-

strength

bolt provides

a high safety

margin

The plastic ring holding the segments

together remains as the fi xtureThe segments expand as soon

as they reach the undercutFixture

The pretensioned spring provides constant pressure and

expands the undercut segments during installation

The knurls indicate the

required embedment depth


The plastic ring holding the segments

t th i th fi ttogether remains as the fi xtureThe segments expand as so

ras they reach the under

cate the

dment depth

90°

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The LIEBIG ULTRAPLUS undercut anchor can resist

high loads problem-free, even at close anchor

spacings. The application shown required a load

capacity of 294 kN per anchor.

Solution: LIEBIG ULTRAPLUS M36 with 630 mm

embedment depth in C50/60 concrete.

The LIEBIG ULTRAPLUS is the fi rst choice

for unique applications with high loads.

FIXING IN POWER PLANTS

INDUSTRIAL PLANTS/RETROFITS

LIEBIG ULTRAPLUS undercut anchors

offer high safety, especially where

extraordinary loads are present. With its

unique undercutting technology, the

ULTRAPLUS is the best solution.

CHALLENGING APPLICATIONS


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SUPERPLUSSelf-undercutting anchorThe undercut fi xing system that does not require a special setting tool.

Type BLS Type ILS

Function: Automatically self-undercutting. The unique design of the

SUPERPLUS causes an undercut to be created when the installation torque

is applied. As torque is applied to the anchor the cone is drawn into the

anchor sleeve and the sleeve’s outer cutting teeth expand and undercut into

the base material. This results in a durable mechanical interlock with base

material that functions in both cracked and non-cracked concrete.

Benefits:

● High capacity in cracked and non-cracked concrete

● High reliability due to undercut technology

● Simple installation, no special drill bit or setting tool required

● Applying torque creates undercut

● Two approved embedment depths per diameter

● Lower installed cost than traditional undercut anchors


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CONSTRUCTION:

BLS with hex nut, washer and

threaded stud

ILS with internally threaded sleeve

MATERIAL:


A4-80 stainless steel

BASE MATERIAL:


APPROVALS:


ETA-05/0013 – Option 1 – A4 stainless steel

LOAD RANGE:

Tension: Nperm

= 4.3 - 56.1 [kN]

Shear: Vperm

= 4.3 - 90.7 [kN]

PRODUCT RANGE:

BLS: M8, M12 and M16, carbon steel, zinc plated and blue passivated / A4 stainless steel

ILS: M8, carbon steel, zinc plated and blue passivated

APPLICATIONS:

Power plants Machines

Steel and industrial plants Facades

Cable trays Base plates

BENEFITS:

High tension and shear capacity Reduced edge distances and spacings

Simple self-undercutting installation Two embedment depths per diameter

No special drill bit or setting tool required Shallow embedment depths


The „LIEBIG SUPERPLUS“ is available in zinc plated carbon steel and A4 stainless steel.

Its design offers the high load capacity and reliability of an undercut anchor, but with

the ease of installation of an expansion anchor. In contrast to competing undercut anchor

systems, the SUPERPLUS does not require special drill bits or setting tools. You need only

apply the torque to create the self-undercut.

INSTALLATION:

Through-fix installation shown

Pho

to: L

iebh

err

R 120


SUPERPLUS

Drill hole Clean hole (blowing) Insert anchorthrough fixture

Apply recommendedfastening torque with a calibrated torque-wrench

90°

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SUPERPLUS BLS

Threaded stud with hex nut and washerMaterial: Grade 8.8 carbon steel, zinc plated and blue passivatedApprovals: ETA-01/0011 – Option 1

Type Order Code

ThreadSize

Ø x Depth of

Drilled Hole

Max.Fixture

Thickness

Ø Fixture Hole

Eff.Embedment

Depth

TotalLength

WeightBox

Quantity



BLS M8-14/40/15 BLS0814040015 M8 14 x 60 15 16 40 80 8.0 25

BLS M8-14/80/25 BLS0814080025 M8 14 x 100 25 16 80 130 13.4 25

BLS M12-20/80/15 BLS1220080015 M12 20 x 105 15 21 80 130 26.5 10

BLS M12-20/80/30 BLS1220080030 M12 20 x 105 30 21 80 145 29.5 10

BLS M12-20/150/30 BLS1220150030 M12 20 x 175 30 21 150 215 43.5 10

BLS M12-20/150/50 BLS1220150050 M12 20 x 175 50 21 150 235 46.0 10

BLS M16-25/150/30 BLS1625150030 M16 25 x 185 30 26 150 220 70.0 10

BLS M16-25/150/40 BLS1625150040 M16 25 x 185 40 26 150 230 72.0 10

BLS M16-25/150/60 BLS1625150060 M16 25 x 185 60 26 150 250 76.0 10

BLS M16-25/200/40 BLS1625200040 M16 25 x 235 40 26 200 280 89.0 10

BLS M16-25/200/60 BLS1625200060 M16 25 x 235 60 26 200 300 95.0 10


See page 15 for technical data.

SUPERPLUSUndercut Anchor Systems

A4 stainless steelSUPERPLUS BLS

Threaded stud with hex nut and washerMaterial: A4-80 stainless steelApprovals: ETA-05/0013 – Option 1

Type Order Code

ThreadSize

Ø x Depth of

Drilled Hole

Max.Fixture

Thickness

Ø Fixture Hole

Eff.Embedment

Depth

TotalLength

WeightBox

Quantity



BLS M8-14/80/25A4 BLS0814080025A4 M8 14 x 100 25 16 80 130 13.4 25

BLS M12-20/80/15A4 BLS1220080015A4 M12 20 x 105 15 21 80 130 26.5 10

BLS M12-20/80/30A4 BLS1220080030A4 M12 20 x 105 30 21 80 145 29.5 10

BLS M16-25/150/30A4 BLS1625150030A4 M16 25 x 185 30 26 150 220 70.0 10

BLS M16-25/150/40A4 BLS1625150040A4 M16 25 x 185 40 26 150 230 72.0 10



Internally threaded, Carbon steel, zinc plated

SUPERPLUS ILS

Internally threaded sleeveMaterial: Grade 8.8 carbon steel, zinc plated and blue passivated

Type Order Code

ThreadSize

Ø x Depth of

Drilled Hole

Max.Fixture

Thickness

Ø Fixture Hole

Eff.Embedment

Depth

TotalLength

WeightBox

Quantity



ILS M8-14/80 ILS0814080 M8 14 x 100 - 10 80 93 8.7 25



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SUPERPLUS TECHNICAL DATA


Permissible loads for single anchors with no infl uencing edge distances or spacings. Loads are calculated using partial safety factors from ETAG 001and the characteristic anchor and installation data from this catalogue. Design calculations shall follow the requirements of ETA-01/0011.


Thread size M8 M8 M12 M12 M16 M16

Effective embedment depth (hef) [mm] 40 80 80 150 150 200

Type BLS... M8-14/40/… M8-14/80/… M12-20/80/… M12-20/150/… M16-25/150/… M16-25/200/…


Nperm

Crackedconcrete

C20/25 [kN] 4.3 7.6 11.9 19.0 23.8 35.7

C30/37 [kN] 5.2 9.3 14.5 23.2 29.0 43.6

C40/50 [kN] 6.0 10.7 16.8 26.9 33.6 50.4

C50/60 [kN] 6.6 10.8 18.5 28.4 36.9 53.0


C20/25 [kN] 6.1 10.8 17.2 28.4 44.1 53.0

C30/37 [kN] 7.4 10.8 21.0 28.4 53.0 53.0

C40/50 [kN] 8.6 10.8 24.3 28.4 53.0 53.0

C50/60 [kN] 9.4 10.8 26.7 28.4 53.0 53.0


Vperm

Crackedconcrete

C20/25 [kN] 4.3 23.7 24.6 40.0 63.0 67.4

C30/37 [kN] 5.3 23.7 30.0 40.0 67.4 67.4

C40/50 [kN] 6.1 23.7 34.6 40.0 67.4 67.4

C50/60 [kN] 6.7 23.7 38.1 40.0 67.4 67.4


C20/25 [kN] 6.1 23.7 34.4 40.0 67.4 67.4

C30/37 [kN] 7.4 23.7 40.0 40.0 67.4 67.4

C40/50 [kN] 8.6 23.7 40.0 40.0 67.4 67.4

C50/60 [kN] 9.4 23.7 40.0 40.0 67.4 67.4


Mperm [Nm] 17.1 17.1 60.0 60.0 152.0 152.0


Effective embedment depth hef [mm] 40 80 80 150 150 200

Characteristic spacing5) scr,N [mm] 120 240 240 450 450 600

Minimum spacing smin [mm] 100 80 120 150 200 150

Characteristic edge distance5) ccr,N [mm] 60 120 120 225 225 300

Minimum edge distance cmin [mm] 80 50 100 80 150 100

Minimum member thickness hmin [mm] 100 160 160 300 300 400

Installation data

Drill hole diameter d0 [mm] 14 14 20 20 25 25

Drill hole depth h1 [mm] 60 100 105 175 185 235


Through-fi xanchorage df [mm] 16 16 21 21 26 26

Installation onthreaded stud df [mm] 10 10 14 14 18 18

Width across fl ats sw [mm] 17 17 22 22 27 27

Installation torque Tinst [Nm] 25 25 80 80 180 180

Installed anchor


2) The permissible shear loads are based on a single anchor without infl uencing concrete edges. For shear loads applied close to an edge (c ≤ 10 hef or 60 d) concrete edge failure must be checkedper ETAG 001, Annex C, design method A.

3) Concrete is considered non-cracked when the tensile stress within the concrete is σL + σR ≤ 0. In the absence of detailed verifi cation σR = 3 N/mm² can be assumed (σL equals the tensilestress within the concrete as a result of external loads, forces on anchors included).



Complete your designs more easily by downloading our LIEBIG anchor software from our home-page: www.simpson-liebig.com

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A4 stainless steel

Permissible loads for single anchors with no infl uencing edge distances or spacings. Loads are calculated using partial safety factors from ETAG 001 and the characteristic anchor and installation data from this catalogue. Design calculations shall follow the requirements of ETA-05/0013.

Material: A4-80 stainless steel



Type BLS... M8-14/40/… M8-14/80/… M12-20/80/… M12-20/150/… M16-25/150/… M16-25/200/…


Nperm

Crackedconcrete

C20/25 [kN] 4.3 5.7 11.9 19.0 28.6 28.6

C30/37 [kN] 5.2 7.0 14.5 23.2 34.9 34.9

C40/50 [kN] 6.0 8.1 16.8 26.9 40.3 40.3

C50/60 [kN] 6.6 8.9 18.5 29.5 44.3 44.3


C20/25 [kN] 6.1 13.1 17.2 30.1 44.1 56.1

C30/37 [kN] 7.4 13.1 21.0 30.1 53.8 56.1

C40/50 [kN] 8.6 13.1 24.3 30.1 56.1 56.1

C50/60 [kN] 9.4 13.1 26.7 30.1 56.1 56.1


Vperm

Crackedconcrete

C20/25 [kN] 4.3 24.0 24.6 48.5 63.0 90.7

C30/37 [kN] 5.3 24.0 30.0 48.5 76.8 90.7

C40/50 [kN] 6.1 24.0 34.6 48.5 88.8 90.7

C50/60 [kN] 6.7 24.0 38.1 48.5 90.7 90.7


C20/25 [kN] 6.1 24.0 34.4 48.5 88.2 90.7

C30/37 [kN] 7.4 24.0 42.0 48.5 90.7 90.7

C40/50 [kN] 8.6 24.0 48.5 48.5 90.7 90.7

C50/60 [kN] 9.4 24.0 48.5 48.5 90.7 90.7

Permissible bending moment1) 4)

Mperm [Nm] 16.1 16.1 56.4 56.4 142.9 142.9








Installation data





Installation onthreaded stud df [mm] 10 10 14 14 18 18



Installed anchor







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Permissible loads for single anchors with no infl uencing edge distances or spacings. Loads are calculated using partial safety factors from ETAG 001 and the characteristic anchor and installation data from this catalogue.

Material: Carbon steel, zinc plated and blue passivated

Thread size M8

Effective embedment depth (hef) [mm] 80

Type ILS... M8-14/80


Nperm

Crackedconcrete

C20/25 [kN] 7.6

C30/37 [kN] 9.3

C40/50 [kN] 10.7

C50/60 [kN] 10.8


C20/25 [kN] 10.8

C30/37 [kN] 10.8

C40/50 [kN] 10.8

C50/60 [kN] 10.8

Permissible shear loads1)2)

Vperm

Crackedconcrete

C20/25 [kN] 8.4

C30/37 [kN] 8.4

C40/50 [kN] 8.4

C50/60 [kN] 8.4


C20/25 [kN] 8.4

C30/37 [kN] 8.4

C40/50 [kN] 8.4

C50/60 [kN] 8.4


Effective embedment depth hef [mm] 80

Characteristic spacing4) scr, N [mm] 240

Minimum spacing smin [mm] 80

Characteristic edge distance4) ccr, N [mm] 120

Minimum edge distance cmin [mm] 50

Minimum member thickness hmin [mm] 160

Installation data

Drill hole diameter d0 [mm] 14

Drill hole depth h1 [mm] 100

Clearance hole in the fi xture df [mm] 10

Threaded depth Le [mm] 12 to 23

Hexagon socket depth Ti [mm] 4

Width across fl ats sw [mm] 8

Installation torque Tinst [Nm] 25

Internally threaded anchor, Carbon steel, zinc plated

Installed anchor

Grade ≥ 8.8

1) The permissible loads have been calculated assuming that grade 8.8 fasteners are used and using the partial safety factors for resistances stated in ETA-01/0011 and a partial safety factor for actions of γF = 1.4. The permissible loads are valid for unreinforced concrete and reinforced concrete with a rebar spacing s ≥ 15 cm and reinforced concrete with a rebar spacing s ≥ 10 cm if the rebar is 10 mm or smaller.





Section A - A

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Step Iron Anchor, A4 stainless steel

BLS M8-14/40SA A4

Threaded stud with hex nut and special plastic sleeveMaterial: A4-80 stainless steelApprovals: ETA-05/0013 - Option 1, Expert Report AZ.: 05003

Type Order CodeThread

Size

Ø x Depth of

Drilled Hole

Max.Fixture Thickness

Ø Fixture Hole

Eff.Embedment

Depth

TotalLength

WeightBox

Quantity


BLS M8-14/40SA A4 BLS0814040SAA4 M8 14 x 60 20 16 40 85 9.0 25

Technical Data

Type BLS M8-14/40SA A4

Thread size M8

Eff. embedment depth hef [mm] 40

Min. edge distance cmin [mm] 60

Min. member thickness hmin [mm] 100

Installation data

Drilled hole diameter d0 [mm] 14

Drilled hole depth h1 [mm] 60

Step iron thickness tfi x [mm] 20

Step iron hole diameter df [mm] 16

Wrench size sw [mm] 17

Installation torque Tinst [Nm] 25

Benefi ts:

● High safety from mechanical interlock

● Self undercutting when torque is applied

● Special plastic sleeve prevents contact corrosion between the step iron

and the anchor

● Saves cost due to quick installation

● No special tools or special drill bits

required

● Easy to install, even in difficult to

access areas

Installed anchor

SUPERPLUSUndercut Anchor Systems

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Drill up to the reinforcing bar. Clean hole.

Installation

Lightning Protection Anchor, Carbon steel, zinc plated

BLS M8-14BS85

Threaded stud with hex nut and washerMaterial: Grade 8.8 Carbon steel, zinc plated and blue passivated

Type Order code Thread SizeØ x Depth of Drilled Hole

TotalLength

WeightBox

Quantity

[mm] [mm] [mm] [kg/100 pcs] [pcs]

BLS M8-14BS85 BLS0814BS085 M8 14 x 40 to 60 85 7.2 25


Lightning Protection Anchor, A4 stainless steel

BLS M8-14BS85 A4

Threaded stud with hex nut and washer

Material: A4 stainless steel

Type Order code Thread SizeØ x Depth of Drilled Hole

TotalLength

WeightBox

Quantity


BLS M8-14BS85 A4 BLS0814BS085A4 M8 14 x 40 to 60 85 7.2 25


Retrofitted grounding systems connected to reinforcing bars with the LIEBIG LIGHTNING PROTECTION ANCHOR.

Locate reinforcing bar.

Screw in the threaded stud until in contact with the reinforcing bar.

Fill annular gap completely withinjection mortar.

Attach grounding lug.Remove the hex nut, washer and distance sleeve.

BLS M8-14BS85

BLS M8-14BS85

� � � � �

"X"

� � Detail "X"


SUPERPLUS

Installed anchor

Set anchor. Apply recommended fastening torque with a calibrated torquewrench.

Contact area between reinforcing bar and Lightning Protection Anchor

TInst = 25 Nm

TInst = 15 Nm

Reinforcing bar

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SAFETY BOLTTwin-cone heavy duty bolt with cylindrical expansion for increased anchoring security.

Function: Application of the installation torque causes the anchor’s two

opposing cones to be drawn into the expansion sleeve. This causes the

sleeve to be pressed against the sidewalls of the hole over its entire length

and results in optimum frictional resistance and high load capacity in

cracked and non-cracked concrete.

Benefits:

● High capacity in cracked and non-cracked concrete

● Cylindrical expansion of sleeve over entire length

● Solid all-steel construction

● Torque indication from domed washer

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Type B Type S Type SK

Uninstalled Installed

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Drill hole Clean hole (blowing) Insert anchor through fixture

Apply recommended fastening torque with a calibrated torque-wrench

CONSTRUCTION:

B with hex nut, domed washer

and threaded stud

S with hex head screw and domed

washer

SK with countersunk headed screw

MATERIAL:


A4-80 stainless steel (Type B), A4-70 stainless steel (Type S, SK)

BASE MATERIAL:


APPROVAL:


LOAD RANGE:

Tension: Nperm

= 2.4 - 48.9 [kN]

Shear: Vperm

= 5.2 - 80.6 [kN]

PRODUCT RANGE:

B: M6 – M20, carbon steel, zinc plated and blue passivated / A4 stainless steel

S: M6 – M20, carbon steel, zinc plated and blue passivated / M6 – M12, A4 stainless steel

SK: M6 – M16, carbon steel, zinc plated and blue passivated / M6 – M12, A4 stainless steel

APPLICATIONS:

Steel construction Cable trays

Railing Machines

Gates Facades

Lifting systems Base plates

BENEFITS:

Cylindrical expansion with optimal friction resistance

Higher anchoring intensity from twin-cone design

Torque indication from domed washer


Twin-cone sleeve anchor for high loads

Torque-controlled mechanical anchor

Solid, all-steel construction

INSTALLATION:


R 120


SAFETY BOLT

90°

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SAFETY BOLT B

Threaded stud with hex nut and domed washer Material: Grade 8.8 carbon steel, zinc plated and blue passivatedApprovals: ETA-06/0108 – Option 1

NewType

OldType

OrderCode

ThreadSize

Ø x Depth of

Drilled Hole

Max.Fixture

Thickness

Ø FixtureHole

Eff.Embedment

Depth

TotalLength

WeightBox

Quantity



B M6-10/45/5 B 10/20 LB0610045005 M6 10 x 60 5 12 45 70 2.7 50

B M6-10/45/15 B 10/35 LB0610045015 M6 10 x 60 15 12 45 80 3.4 50

B M6-10/45/40 B 10/60 LB0610045040 M6 10 x 60 40 12 45 105 4.6 50

B M8-12/55/5 B 12/25 LB0812055005 M8 12 x 70 5 14 55 85 5.8 25

B M8-12/55/15 B 12/40 LB0812055015 M8 12 x 70 15 14 55 95 7.0 25

B M8-12/55/40 B 12/65 LB0812055040 M8 12 x 70 40 14 55 120 9.0 25

B M8-12/55/65 B 12/90 LB0812055065 M8 12 x 70 65 14 55 145 10.6 25

B M8-12/55/100 B 12/125 LB0812055100 M8 12 x 70 100 14 55 180 12.7 25

B M10-15/70/5 B 15/30 LB1015070005 M10 15 x 85 5 17 70 100 11.0 25

B M10-15/70/15 B 15/45 LB1015070015 M10 15 x 85 15 17 70 110 12.8 25

B M10-15/70/40 B 15/70 LB1015070040 M10 15 x 85 40 17 70 135 16.0 10

B M10-15/70/65 B 15/95 LB1015070065 M10 15 x 85 65 17 70 160 18.5 10

B M10-15/70/100 B 15/120 LB1015070100 M10 15 x 85 100 17 70 195 22.0 10

B M12-20/80/5 B 20/35 LB1220080005 M12 20 x 100 5 21 80 120 20.8 10

B M12-20/80/15 B 20/50 LB1220080015 M12 20 x 100 15 21 80 130 24.8 10

B M12-20/80/40 B 20/75 LB1220080040 M12 20 x 100 40 21 80 155 29.0 10

B M12-20/80/65 B 20/100 LB1220080065 M12 20 x 100 65 21 80 180 33.5 10

B M12-20/80/100 B 20/135 LB1220080100 M12 20 x 100 100 21 80 215 39.8 20

B M16-25/100/5 B 25/40 LB1625100005 M16 25 x 125 5 26 100 150 43.4 5

B M16-25/100/15 B 25/55 LB1625100015 M16 25 x 125 15 26 100 160 48.4 5

B M16-25/100/40 B 25/80 LB1625100040 M16 25 x 125 40 26 100 185 56.7 5

B M16-25/100/65 B 25/105 LB1625100065 M16 25 x 125 65 26 100 210 63.6 10

B M16-25/100/100 B 25/130 LB1625100100 M16 25 x 125 100 26 100 245 75.0 10

B M20-30/125/15* B 30/65 B2030125015 M20 30 x 150 15 32 125 180 85.9 5

B M20-30/125/40* B 30/90 B2030125040 M20 30 x 150 40 32 125 205 96.7 5

B M20-30/125/65* B 30/115 B2030125065 M20 30 x 150 65 32 125 230 107.6 5

B M20-30/125/100* B 30/150 B2030125100 M20 30 x 150 100 32 125 265 122.0 5


*Not included in approval.

SAFETY BOLTExpansion Anchor Systems

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d 0

L

Tsw

inst

h

h

minh

1

ef d f

Flattening of domed washer = visual installation check

tfix




Thread size M6 M8 M10 M12 M16 M207)


Type B... M6-10/45/… M8-12/55/… M10-15/70/… M12-20/80/… M16-25/100/… M20-30/125/…


Nperm

Crackedconcrete

C20/25 [kN] 2.4 3.6 7.6 12.3 17.1 18.6

C30/37 [kN] 2.9 4.4 9.3 15.0 20.9 22.7

C40/50 [kN] 3.4 5.0 10.7 17.3 24.2 26.2

C50/60 [kN] 3.7 5.5 11.8 19.0 26.6 28.8


C20/25 [kN] 3.0 4.8 9.5 17.2 24.0 31.6

C30/37 [kN] 3.6 5.8 11.6 21.0 29.3 38.5

C40/50 [kN] 4.2 6.7 13.4 24.2 33.8 44.5

C50/60 [kN] 4.6 7.4 14.8 26.6 37.2 48.9


Vperm

Crackedconcrete

C20/25 [kN] 5.2 7.0 20.1 24.5 34.3 49.2

C30/37 [kN] 6.3 8.5 22.3 29.8 41.7 59.8

C40/50 [kN] 7.3 9.9 22.3 34.3 48.5 61.6

C50/60 [kN] 8.0 10.8 22.3 34.3 53.1 76.3


C20/25 [kN] 7.2 9.8 22.3 34.3 48.0 68.9

C30/37 [kN] 8.6 11.9 22.3 34.3 54.9 80.6

C40/50 [kN] 8.6 13.8 22.3 34.3 54.9 80.6

C50/60 [kN] 8.6 14.3 22.3 34.3 54.9 80.6


Mperm [Nm] 6.9 17.1 34.3 60.0 152.0 296.6

Spacings, edge distances and and member thicknesses




Characteristic edge distance ccr,N [mm] 67.5 82.5 105 120 150 185

Minimum edge distance6) cmin [mm] 80 100 150 200 250 350


Installation data





Installation on threaded stud d

f[mm] 7 9 12 14 18 22



Installed anchor





5) For spacings smaller than the characteristic values (i.e. s ≤ scr,N) a calculation per ETAG 001, Annex C, design method A shall be performed. For details, see ETA-06/0108.

6) The actual edge distance shall not be less than the value of cmin shown in the table.

7) Size M20 is not included in the approval.



SAFETY BOLT TECHNICAL DATA

Untorqued Torqued

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SAFETY BOLT S

Hex head screw and domed washerMaterial: Grade 8.8 carbon steel, zinc plated and blue passivated Approvals: ETA-06/0108 – Option 1

NewType

OldType

OrderCode

ThreadSize

Ø x Depth of

Drilled Hole

Max.Fixture

Thickness

Ø Fixture

Hole

Eff.Embedment

Depth

TotalLength

WeightBox

Quantity



S M6-10/45/5 S 10/20 LS0610045005 M6 10 x 60 5 12 45 70 2.7 50

S M6-10/45/15 S 10/35 LS0610045015 M6 10 x 60 15 12 45 80 3.4 50

S M6-10/45/40 S 10/60 LS0610045040 M6 10 x 60 40 12 45 105 4.6 50

S M8-12/55/5 S 12/25 LS0812055005 M8 12 x 70 5 14 55 80 5.8 25

S M8-12/55/15 S 12/40 LS0812055015 M8 12 x 70 15 14 55 90 7.0 25

S M8-12/55/40 S 12/65 LS0812055040 M8 12 x 70 40 14 55 115 9.0 25

S M10-15/70/5 S 15/30 LS1015070005 M10 15 x 85 5 17 70 95 11.0 25

S M10-15/70/15 S 15/45 LS1015070015 M10 15 x 85 15 17 70 105 12.8 25

S M10-15/70/40 S 15/70 LS1015070040 M10 15 x 85 40 17 70 130 16.0 10

S M12-20/80/5 S 20/35 LS1220080005 M12 20 x 100 5 21 80 113 20.8 10

S M12-20/80/15 S 20/50 LS1220080015 M12 20 x 100 15 21 80 123 24.8 10

S M12-20/80/40 S 20/75 LS1220080040 M12 20 x 100 40 21 80 148 29.0 10

S M16-25/100/5 S 25/40 LS1625100005 M16 25 x 125 5 26 100 145 43.4 5

S M16-25/100/15 S 25/55 LS1625100015 M16 25 x 125 15 26 100 155 48.4 5

S M16-25/100/40 S 25/80 LS1625100040 M16 25 x 125 40 26 100 180 56.7 5

S M20-30/125/15* S 30/65 S2030125015 M20 30 x 150 15 32 125 180 85.9 5

S M20-30/125/40* S 30/90 S2030125040 M20 30 x 150 40 32 125 205 96.7 5



SAFETY BOLT SK

Countersunk head screwMaterial: Grade 8.8 carbon steel, zinc plated and blue passivatedApprovals: ETA-06/0108 – Option 1

NewType

OldType

OrderCode

ThreadSize

Ø x Depth of

Drilled Hole

Max.Fixture

Thickness

Ø Fixture

Hole

Eff.Embedment

Depth

TotalLength

WeightBox

Quantity



SK M6-10/45/6 SK 10/20 LSK0610045006 M6 10 x 60 6 12 45 60 2.7 50

SK M6-10/45/15 SK 10/35 LSK0610045015 M6 10 x 60 15 12 45 70 3.4 50

SK M6-10/45/40 SK 10/60 LSK0610045040 M6 10 x 60 40 12 45 95 4.6 50

SK M8-12/55/10 SK 12/25 LSK0812055010 M8 12 x 70 10 14 55 75 5.8 25

SK M8-12/55/15 SK 12/40 LSK0812055015 M8 12 x 70 15 14 55 85 7.0 25

SK M8-12/55/40 SK 12/65 LSK0812055040 M8 12 x 70 40 14 55 110 9.0 25

SK M10-15/70/10 SK 15/30 LSK1015070010 M10 15 x 85 10 17 70 90 11.0 25

SK M10-15/70/15 SK 15/45 LSK1015070015 M10 15 x 85 15 17 70 100 12.8 25

SK M10-15/70/40 SK 15/70 LSK1015070040 M10 15 x 85 40 17 70 120 16.0 25

SK M12-20/80/15 SK 20/50 LSK1220080015 M12 20 x 100 15 21 80 110 24.8 10

SK M12-20/80/40 SK 20/75 LSK1220080040 M12 20 x 100 40 21 80 135 29.0 10

SK M16-25/100/15 SK 25/55 LSK1625100015 M16 25 x 125 15 26 100 135 48.4 5

SK M16-25/100/40 SK 25/80 LSK1625100040 M16 25 x 125 40 26 100 160 56.7 5



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Permissible loads for single anchors with no infl uencing edge distances or spacings. Loads are calculated using partial safety factors from ETAG 001and the characteristic anchor and installation data from this catalogue. Design calculations shall follow the requirements of ETA-06/0108. .


Thread size M6 M8 M10 M12 M16 M206)


Type S..., SK… M6-10/45/… M8-12/55/… M10-15/70/… M12-20/80/… M16-25/100/… M20-30/125/…


Nperm

Crackedconcrete

C20/25 [kN] 2.4 3.6 7.6 12.3 17.1 18.6

C30/37 [kN] 2.9 4.4 9.3 15.0 20.9 22.7

C40/50 [kN] 3.4 5.0 10.7 17.3 24.2 26.2

C50/60 [kN] 3.7 5.5 11.8 19.0 26.6 28.8


C20/25 [kN] 3.0 4.8 9.5 17.2 24.0 31.6

C30/37 [kN] 3.6 5.8 11.6 21.0 29.3 38.5

C40/50 [kN] 4.2 6.7 13.4 24.2 33.8 44.5

C50/60 [kN] 4.6 7.4 14.8 26.6 37.2 48.9


Vperm

Crackedconcrete

C20/25 [kN] 5.2 7.0 20.1 24.5 34.3 49.2

C30/37 [kN] 6.3 8.5 22.3 29.8 41.7 59.8

C40/50 [kN] 7.3 9.9 22.3 34.3 48.5 69.6

C50/60 [kN] 8.0 10.8 22.3 34.3 53.1 76.3


C20/25 [kN] 7.2 9.8 22.3 34.3 48.0 68.9

C30/37 [kN] 8.6 11.9 22.3 34.3 54.9 80.6

C40/50 [kN] 8.6 13.8 22.3 34.3 54.9 80.6

C50/60 [kN] 8.6 14.3 22.3 34.3 54.9 80.6





Characteristic edge distance ccr,N [mm] 67.5 82.5 105 120 150 185



Installation data

Drill hole diameter d0

[mm] 10 12 15 20 25 30

Drill hole depth h1

[mm] 60 70 85 100 125 150



df

[mm] 12 14 17 21 26 32

Width across fl atS sw [mm] 10 13 17 19 24 32

SK sw [mm] 4 5 6 8 10 -

Installation torqueS Tinst

[Nm] 8 20 60 90 170 300

SK Tinst[Nm] 12 20 60 90 190 -

Installed anchor Countersunk washer

1) The permissible loads have been calculated using the partial safety factors for resistances stated in the ETA-approval and a partial safety factor for actions of γF = 1.4.The permissible loads are valid for unreinforced concrete and reinforced concrete with a rebar spacing s ≥ 15 cm and reinforced concrete with a rebar spacing s ≥ 10 cm if the rebar is 10 mm or smaller.

2) The permissible shear loads are based on a single anchor without infl uencing concrete edges. For shear loads applied close to an edge (c ≤ 10 hef or 60d) concrete edge failure must be checked per ETAG 001, Annex C, design method A.


4) For spacings smaller than the characteristic values (i.e. s ≤ scr,N ) a calculation per ETAG 001, Annex C, design method A shall be performed. For details, see ETA-06/0108.


6) Size M20 is not included in the approval.




Size D[mm]

d[mm]

k[mm]

M6 20 10 5,5M8 24 12 6,5M10 27 15 7M12 33 19 8M16 50 24 14

d 0

L

Tsw

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h

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A4 stainless steel

SAFETY BOLT B

Threaded stud with hex nut and domed washer Material: A4-80 stainless steel

NewType

OldType

OrderCode

ThreadSize

Ø x Depth of

Drilled Hole

Max.Fixture

Thickness

Ø Fixture

Hole

Eff.Embedment

Depth

TotalLength

WeightBox

Quantity



B M6-10/45/5 A4 B 10/20 A4 B0610045005A4 M6 10 x 60 5 12 45 70 2.7 50

B M6-10/45/15 A4 B 10/35 A4 B0610045015A4 M6 10 x 60 15 12 45 80 3.4 50

B M6-10/45/40 A4 B 10/60 A4 B0610045040A4 M6 10 x 60 40 12 45 105 4.6 50

B M8-12/55/5 A4 B 12/25 A4 B0812055005A4 M8 12 x 70 5 14 55 85 5.8 25

B M8-12/55/15 A4 B 12/40 A4 B0812055015A4 M8 12 x 70 15 14 55 95 7.0 25

B M8-12/55/40 A4 B 12/65 A4 B0812055040A4 M8 12 x 70 40 14 55 120 9.0 25

B M10-15/70/5 A4 B 15/30 A4 B1015070005A4 M10 15 x 85 5 17 70 100 11.0 25

B M10-15/70/15 A4 B 15/45 A4 B1015070015A4 M10 15 x 85 15 17 70 110 12.8 25

B M10-15/70/40 A4 B 15/70 A4 B1015070040A4 M10 15 x 85 40 17 70 135 16.0 10

B M12-20/80/5 A4 B 20/35 A4 B1220080005A4 M12 20 x 95 5 21 80 120 20.8 10

B M12-20/80/15 A4 B 20/50 A4 B1220080015A4 M12 20 x 95 15 21 80 130 24.8 10

B M12-20/80/40 A4 B 20/75 A4 B1220080040A4 M12 20 x 95 40 21 80 155 29.0 10

B M16-25/100/15 A4 B 25/55 A4 B1625100015A4 M16 25 x 125 15 26 100 160 48.4 5

B M16-25/100/40 A4 B 25/80 A4 B1625100040A4 M16 25 x 125 40 26 100 185 56.7 5

B M20-30/125/40 A4 B 30/90 A4 B2030125040A4 M20 30 x 150 40 32 125 205 96.7 5


SAFETY BOLT S

Hex head screw and domed washerMaterial: A4-70 stainless steel

NewType

OldType

OrderCode

ThreadSize

Ø x Depth of

Drilled Hole

Max.Fixture

Thickness

Ø Fixture

Hole

Eff.Embedment

Depth

TotalLength

WeightBox

Quantity



S M6-10/45/15 A4 S 10/35 A4 S0610045015A4 M6 10 x 60 15 12 45 80 3.4 50

S M6-10/45/40 A4 S 10/60 A4 S0610045040A4 M6 10 x 60 40 12 45 105 4.6 50

S M8-12/55/15 A4 S 12/40 A4 S0812055015A4 M8 12 x 70 15 14 55 90 7.0 25

S M8-12/55/40 A4 S 12/65 A4 S0812055040A4 M8 12 x 70 40 14 55 115 9.0 25

S M10-15/70/15 A4 S 15/45 A4 S1015070015A4 M10 15 x 85 15 17 70 105 12.8 25

S M10-15/70/40 A4 S 15/70 A4 S1015070040A4 M10 15 x 85 40 17 70 130 16.0 10

S M12-20/80/15 A4 S 20/50 A4 S1220080015A4 M12 20 x 95 15 21 80 123 24.8 10

S M12-20/80/40 A4 S 20/75 A4 S1220080040A4 M12 20 x 95 40 21 80 148 29.0 10


SAFETY BOLT SK

Countersunk head screwMaterial: A4-70 stainless steel

NewType

OldType

OrderCode

ThreadSize

Ø x Depth of

Drilled Hole

Max.Fixture

Thickness

Ø Fixture

Hole

Eff.Embedment

Depth

TotalLength

WeightBox

Quantity



SK M6-10/45/15 A4 SK 10/35 A4 SK0610045015A4 M6 10 x 60 15 12 45 70 3.4 50

SK M6-10/45/40 A4 SK 10/60 A4 SK0610045040A4 M6 10 x 60 40 12 45 95 4.6 50

SK M8-12/55/15 A4 SK 12/40 A4 SK0812055015A4 M8 12 x 70 15 14 55 85 7.0 25

SK M8-12/55/40 A4 SK 12/65 A4 SK0812055040A4 M8 12 x 70 40 14 55 110 9.0 25

SK M10-15/70/15 A4 SK 15/45 A4 SK1015070015A4 M10 15 x 85 15 17 70 100 12.8 25

SK M10-15/70/40 A4 SK 15/70 A4 SK1015070040A4 M10 15 x 85 40 17 70 125 16.0 25

SK M12-20/80/15 A4 SK 20/50 A4 SK1220080015A4 M12 20 x 95 15 21 80 110 24.8 10

SK M12-20/80/40 A4 SK 20/75 A4 SK1220080040A4 M12 20 x 95 40 21 80 135 29.0 10



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A4 stainless steel


Material: A4-80 stainless steel (Type B), A4-70 stainless steel (Type S, SK)



Type B.... S…. SK… M6-10/45/… M8-12/55/… M10-15/70/… M12-20/80/… M16-25/100/… M20-30/125/…


Nperm

Crackedconcrete

C20/25 [kN] - - - 7.1 10.7 15.5

C30/37 [kN] - - - 8.4 12.6 18.3

C40/50 [kN] - - - 9.5 14.3 20.8

C50/60 [kN] - - - 10.5 15.8 22.9


C20/25 [kN] 3.2 4.3 7.1 10.7 16.0 23.2

C30/37 [kN] 3.9 5.2 8.6 12.6 18.8 27.4

C40/50 [kN] 4.5 6.1 10.0 14.3 21.4 31.1

C50/60 [kN] 5.0 6.7 11.0 15.8 23.7 34.3

Permissible shear loads1) 2) B S/SK B S/SK B S/SK

Vperm

Crackedconcrete

C20/25 [kN] - - - 20.5 20.5 28.6 28.6 39.9 39.9

C30/37 [kN] - - - 24.2 24.2 33.7 33.7 47.1 47.1

C40/50 [kN] - - - 27.5 24.6 38.3 38.3 53.5 53.5

C50/60 [kN] - - - 28.9 24.6 42.3 41.5 59.1 59.1


C20/25 [kN] 3.2 4.3 7.1 28.7 24.6 40.0 40.0 55.9 55.9

C30/37 [kN] 3.9 5.2 8.6 28.9 24.6 47.2 41.5 66.0 61.6

C40/50 [kN] 4.5 6.1 10.0 28.9 24.6 49.5 41.5 67.4 61.6

C50/60 [kN] 5.0 6.7 11.0 28.9 24.6 49.5 41.5 67.4 61.6

Permissible bending moments1)4)

Mperm [Nm] 6.5 16.1 32.1 56.1 142.7 278.1



Characteristic spacing5) scr, N [mm] 140 165 235 240 300 375


Characteristic edge distance ccr, N [mm] 80 120 165 120 150 195



Installation data





Installation onthreaded stud d

f[mm] 7 9 12 14 18 22

Width across fl at

B sw [mm] 10 13 17 19 24 30

S sw [mm] 10 13 17 19 - -

SK sw [mm] 4 5 6 8 - -

Installation torque

B Tinst [Nm] 10 25 50 80 180 300

S Tinst [Nm] 10 25 50 80 - -

SK Tinst [Nm] 10 25 50 80 - -

Installed anchor Countersunk washer

1) The permissible loads have been calculated using partial safety factors for resistances and a partial safety factor for actions of γF = 1.4.The permissible loads are valid for unreinforced concrete and reinforced concrete with a rebar spacing s ≥ 15 cm and reinforced concrete with a rebar spacing s ≥ 10 cm if the rebar is 10 mm or smaller.


3) Concrete is considered non-cracked when the tensile stress within the concrete is σL + σR ≤ 0. In the absence of detailed verifi cation σR = 3 N/mm² can be assumed (σL equals the tensile stress

within the concrete as a result of external loads, forces on anchors included).


5) For spacings smaller than the characteristic values (i.e. s ≤ scr,N ) a calculation per ETAG 001, Annex C, design method A shall be performed.





SizeD

[mm]d

[mm]k

[mm]

M6 20 10 5,5M8 24 12 6,5M10 27 15 7M12 33 19 8

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LIEBIG ANCHORGeneral purpose heavy duty anchor.

Function: Application of the installation torque draws the anchor’s

cone into the thick-walled expansion sleeve. This causes the sleeve to be

pressed against the sidewalls of the hole and develops tension resistance

through friction.

Benefits:

● Economical high capacity anchor

● Approved for use in cracked and non-cracked concrete.

®

Type AB Type AS

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CONSTRUCTION:

AB with hex nut, domed washer and

threaded stud

AS with hex head screw and domed

washer

MATERIAL:


A4-80 stainless steel (Type AB), A4-70 stainless steel (Type AS)

BASE MATERIAL:


APPROVAL:


LOAD RANGE:

Tension: Nperm

= 2.4 - 37.2 [kN]

Shear: Vperm

= 5.2 - 54.9 [kN]

PRODUCT RANGE:

AB: M6 - M16, carbon steel, zinc plated and blue passivated / A4 stainless steel

AS: M6 - M16, carbon steel, zinc plated and blue passivated / M6 - M12, A4 stainless steel

APPLICATIONS:

Steel construction Cable trays

Railing Machines

Gates Facades

Lifting systems Base plates

BENEFITS:

Economical anchor for wide range of uses

Torque indication from domed washer


Heavy duty anchor for high loads

Torque-controlled mechanical anchor

INSTALLATION:


Drill hole Clean hole (blowing) Insert anchorthrough fixture


4

R 120


LIEBIG ANCHOR

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LIEBIG ANCHOR AB

Threaded stud with hex nut and domed washerMaterial: Grade 8.8 carbon steel, zinc plated and blue passivatedApproval: ETA-06/0123 – Option 1

New Type Old Type Order CodeThread-

Size

Ø Depthof Drilled

Hole

Max. Fixture

Thickness

Ø FixtureHole

Eff. Embedment

Depth

Total Length

Weight Box Quantity



AB M6-10/45/5 AB 10/0 LAB0610045005 M6 10 x 60 5 12 45 70 2.7 50

AB M6-10/45/15 AB 10/15 LAB0610045015 M6 10 x 60 15 12 45 80 3.4 50

AB M6-10/45/40 AB 10/40 LAB0610045040 M6 10 x 60 40 12 45 105 4.6 50

AB M8-12/55/5 AB 12/0 LAB0812055005 M8 12 x 70 5 14 55 85 5.8 25

AB M8-12/55/15 AB 12/15 LAB0812055015 M8 12 x 70 15 14 55 95 7.0 25

AB M8-12/55/40 AB 12/40 LAB0812055040 M8 12 x 70 40 14 55 120 9.0 25

AB M8-12/55/65 AB 12/65 LAB0812055065 M8 12 x 70 65 14 55 145 10.6 25

AB M8-12/55/100 - LAB0812055100 M8 12 x 70 100 14 55 180 12.8 25

AB M10-15/65/5 AB 15/0 LAB1015065005 M10 15 x 85 5 17 65 100 11.0 25

AB M10-15/65/15 AB 15/15 LAB1015065015 M10 15 x 85 15 17 65 110 12.8 25

AB M10-15/65/40 AB 15/40 LAB1015065040 M10 15 x 85 40 17 65 135 16.0 10

AB M10-15/65/65 AB 15/65 LAB1015065065 M10 15 x 85 65 17 65 160 18.5 10

AB M10-15/65/100 - LAB1015065100 M10 15 x 85 100 17 65 195 22.0 10

AB M12-20/80/5 AB 20/0 LAB1220080005 M12 20 x 100 5 21 80 120 20.8 10

AB M12-20/80/15 AB 20/15 LAB1220080015 M12 20 x 100 15 21 80 130 24.8 10

AB M12-20/80/40 AB 20/40 LAB1220080040 M12 20 x 100 40 21 80 155 29.0 10

AB M12-20/80/65 AB 20/65 LAB1220080065 M12 20 x 100 65 21 80 180 33.5 10

AB M12-20/80/100 - LAB1220080100 M12 20 x 100 100 21 80 215 39.8 20

AB M16-25/100/5 AB 25/0 LAB1625100005 M16 25 x 125 5 26 100 150 43.4 5

AB M16-25/100/15 AB 25/15 LAB1625100015 M16 25 x 125 15 26 100 160 48.4 5

AB M16-25/100/40 AB 25/40 LAB1625100040 M16 25 x 125 40 26 100 185 56.7 5

AB M16-25/100/65 AB 25/65 LAB1625100065 M16 25 x 125 65 26 100 210 63.6 10

AB M16-25/100/100 - LAB1625100100 M16 25 x 125 100 26 100 245 73.3 10


LIEBIG ANCHOR AS

Hex head screw and domed washerMaterial: Grade 8.8 carbon steel, zinc plated and blue passivatedApproval: ETA-06/0123 – Option 1


Size

Ø Depthof Drilled

Hole

Max. Fixture

Thickness

Ø FixtureHole

Eff. Embedment

Depth

Total Length

Weight Box Quantity



AS M6-10/45/5 AS 10/0 LAS0610045005 M6 10 x 60 5 12 45 70 2.7 50

AS M6-10/45/15 AS 10/15 LAS0610045015 M6 10 x 60 15 12 45 80 3.4 50

AS M6-10/45/40 AS 10/40 LAS0610045040 M6 10 x 60 40 12 45 105 4.6 50

AS M8-12/55/5 AS 12/0 LAS0812055005 M8 12 x 70 5 14 55 80 5.8 25

AS M8-12/55/15 AS 12/15 LAS0812055015 M8 12 x 70 15 14 55 90 7.0 25

AS M8-12/55/40 AS 12/40 LAS0812055040 M8 12 x 70 40 14 55 115 9.0 25

AS M10-15/65/5 AS 15/0 LAS1015065005 M10 15 x 85 5 17 65 95 11.0 25

AS M10-15/65/15 AS 15/15 LAS1015065015 M10 15 x 85 15 17 65 105 12.8 25

AS M10-15/65/40 AS 15/40 LAS1015065040 M10 15 x 85 40 17 65 130 16.0 10

AS M12-20/80/5 AS 20/0 LAS1220080005 M12 20 x 100 5 21 80 113 20.8 10

AS M12-20/80/15 AS 20/15 LAS1220080015 M12 20 x 100 15 21 80 123 24.8 10

AS M12-20/80/40 AS 20/40 LAS1220080040 M12 20 x 100 40 21 80 148 29.0 10

AS M16-25/100/15 AS 25/15 LAS1625100015 M16 25 x 125 15 26 100 155 48.4 5

AS M16-25/100/40 AS 25/40 LAS1625100040 M16 25 x 125 40 26 100 180 56.7 5


LIEBIG ANCHORExpansion Anchor Systems

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Type AB..., AS... M6-10/45/… M8-12/55/… M10-15/65/… M12-20/80/… M16-25/100/…


Nperm

Crackedconctrete

C20/25 [kN] 2.4 3.6 7.6 12.3 17.1

C30/37 [kN] 2.9 4.4 9.3 15.0 20.9

C40/50 [kN] 3.4 5.0 10.7 17.3 24.2

C50/60 [kN] 3.7 5.5 11.8 19.0 26.6


C20/25 [kN] 3.0 4.8 9.5 17.1 24.0

C30/37 [kN] 3.6 5.8 11.6 20.9 29.3

C40/50 [kN] 4.2 6.7 13.4 24.2 33.8

C50/60 [kN] 4.6 7.4 14.8 26.6 37.2


Vperm

Crackedconctrete

C20/25 [kN] 5.2 7.0 18.0 24.5 34.3

C30/37 [kN] 6.3 8.5 21.9 29.8 41.7

C40/50 [kN] 7.3 9.9 22.3 34.3 48.5

C50/60 [kN] 8.0 10.8 22.3 34.3 53.1


C20/25 [kN] 7.2 9.8 22.3 34.3 48.0

C30/37 [kN] 8.6 11.9 22.3 34.3 54.9

C40/50 [kN] 8.6 13.8 22.3 34.3 54.9

C50/60 [kN] 8.6 14.3 22.3 34.3 54.9


Mperm4) [Nm] 6.9 17.1 34.3 60 152



Characteristic spacing5) scr,N [mm] 135 165 195 240 300


Characteristic edge distance ccr,N [mm] 67.5 82.5 97.5 120 150

Minimum edge distance6) cmin [mm] 80 100 130 200 300


Installation data



Clearancehole in the fi xture

Through-fi xanchorage df [mm] 12 14 17 21 26

Installation on threaded stud df [mm] 7 9 12 14 18

Width across fl ats AB sw [mm] 10 13 17 19 24

AS sw [mm] 10 13 17 19 24

Installation torque AB Tinst [Nm] 7 15 30 50 115

AS Tinst [Nm] 8 20 50 75 170

Installed anchor



3) Concrete is considered non-cracked when the tensile stress within the concrete is σL + σR ≤ 0. In the absence of detailed verifi cation σR = 3 N/mm² can be assumed (σL equals the tensile stress

within the concrete as a result of external loads, forces on anchors included).

4) The permissible bending moments are only valid for the threaded stud type AB (e.g. in case of a distance mounting).

5) For spacings smaller than the characteristic values ((i.e. s ≤ scr,N

) a calculation per ETAG 001, Annex C, design method A shall be performed.




LIEBIG ANCHOR TECHNICAL DATA


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A4 stainless steel

LIEBIG ANCHOR AB

Threaded stud with hex nut and domed washerMaterial: A4-80 stainless steel


Size

Ø Depthof Drilled

Hole

Max. Fixture

Thickness

Ø FixtureHole

Eff. Embedment

Depth

Total Length

Weight Box Quantity



AB M6-10/45/5 A4 AB 10/0 A4 AB0610045005A4 M6 10 x 60 5 12 45 70 2.9 50

AB M6-10/45/15 A4 AB 10/15 A4 AB0610045015A4 M6 10 x 60 15 12 45 80 3.4 50

AB M6-10/45/40 A4 AB 10/40 A4 AB0610045040A4 M6 10 x 60 40 12 45 105 4.6 50

AB M8-12/55/5 A4 AB 12/0 A4 AB0812055005A4 M8 12 x 70 5 14 55 85 6.2 25

AB M8-12/55/15 A4 AB 12/15 A4 AB0812055015A4 M8 12 x 70 15 14 55 95 7.0 25

AB M8-12/55/40 A4 AB 12/40 A4 AB0812055040A4 M8 12 x 70 40 14 55 120 9.0 25

AB M10-15/65/5 A4 AB 15/0 A4 AB1015065005A4 M10 15 x 85 5 17 65 100 11.5 25

AB M10-15/65/15 A4 AB 15/15 A4 AB1015065015A4 M10 15 x 85 15 17 65 110 12.8 25

AB M10-15/65/40 A4 AB 15/40 A4 AB1015065040A4 M10 15 x 85 40 17 65 135 16.0 10

AB M12-20/80/5 A4 AB 20/0 A4 AB1220080005A4 M12 20 x 95 5 21 80 120 25.1 10

AB M12-20/80/15 A4 AB 20/15 A4 AB1220080015A4 M12 20 x 95 15 21 80 130 24.8 10

AB M12-20/80/40 A4 AB 20/40 A4 AB1220080040A4 M12 20 x 95 40 21 80 155 29.0 10

AB M16-25/100/15 A4 AB 25/15 A4 AB1625100015A4 M16 25 x 125 15 26 100 160 48.4 5

AB M16-25/100/40 A4 AB 25/40 A4 AB1625100040A4 M16 25 x 125 40 26 100 185 56.7 5


LIEBIG ANCHOR AS

Hex head screw and domed washerMaterial: A4-70 stainless steel


Size

Ø Depthof Drilled

Hole

Max. Fixture

Thickness

Ø FixtureHole

Eff. Embedment

Depth

Total Length

Weight Box Quantity



AS M6-10/45/5 A4 AS 10/0 A4 AS0610045005A4 M6 10 x 60 5 12 45 70 2.9 50

AS M6-10/45/15 A4 AS 10/15 A4 AS0610045015A4 M6 10 x 60 15 12 45 80 3.4 50

AS M8-12/55/15 A4 AS 12/15 A4 AS0812055015A4 M8 12 x 70 15 14 55 90 7.0 25

AS M8-12/55/40 A4 AS 12/40 A4 AS0812055040A4 M8 12 x 70 40 14 55 115 9.0 25

AS M10-15/65/15 A4 AS 15/15 A4 AS1015065015A4 M10 15 x 85 15 17 65 105 12.8 25

AS M10-15/65/40 A4 AS 15/40 A4 AS1015065040A4 M10 15 x 85 40 17 65 130 16.0 10

AS M12-20/80/15 A4 AS 20/15 A4 AS1220080015A4 M12 20 x 95 15 21 80 123 24.8 10

AS M12-20/80/40 A4 AS 20/40 A4 AS1220080040A4 M12 20 x 95 40 21 80 148 29.0 10


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A4 stainless steel


Material: A4 Stainless steel



Type AB..., AS... M6-10/45/… M8-12/55/… M10-15/65/… M12-20/80/… M16-25/100/…


Nperm

Cracked concrete

C20/25 [kN] - - - 7.1 10.7

C30/37 [kN] - - - 8.4 12.6

C40/50 [kN] - - - 9.5 14.3

C50/60 [kN] - - - 10.5 15.8


C20/25 [kN] 3.2 4.3 7.1 10.7 16.0

C30/37 [kN] 3.9 5.2 8.6 12.6 18.8

C40/50 [kN] 4.5 6.1 10.0 14.3 21.4

C50/60 [kN] 5.0 6.7 11.0 15.8 23.7

Permissible shear loads1) 2) AB AS AB AS

Vperm

Cracked concrete

C20/25 [kN] - - - 20.5 20.5 28.6 28.6

C30/37 [kN] - - - 24.2 24.2 33.7 33.7

C40/50 [kN] - - - 27.5 24.6 38.3 38.3

C50/60 [kN] - - - 28.9 24.6 42.3 41.5


C20/25 [kN] 3.2 4.3 7.1 28.7 24.6 40.0 40.0

C30/37 [kN] 3.9 5.2 8.6 28.9 24.6 47.2 41.5

C40/50 [kN] 4.5 6.1 10.0 28.9 24.6 49.5 41.5

C50/60 [kN] 5.0 6.7 11.0 28.9 24.6 49.5 41.5


Mperm4) [Nm] 6.5 16.1 32.1 56.1 142.7



Characteristic spacing5) scr, N [mm] 140 165 235 240 300


Characteristic edge distance ccr, N [mm] 80 120 165 120 150

Minimum edge distance6) cmin [mm] 80 120 165 160 200


Installation data



Clearancehole in the fi xture


df [mm] 12 14 17 21 26

Installation on threaded stud

df [mm] 7 9 12 14 18

Width across fl ats AB, AS sw [mm] 10 13 17 19 24

Installation torque AB, AS Tinst [Nm] 10 25 50 80 180

Installed anchor



3) Concrete is considered non-cracked when the tensile stress within the concrete is σL + σR ≤ 0. In the absence of detailed verifi cation σR = 3 N/mm² can be assumed (σL equals the tensile stress within

the concrete as a result of external loads, forces on anchors included).

4) The permissible bending moments are only valid for the threaded stud type AB (e.g. in case of a distance mounting).

5) For spacings smaller than the characteristic values ((i.e. s ≤ scr,N) a calculation per ETAG 001, Annex C, design method A shall be performed.




LIEBIG ANCHOR TECHNICAL DATA


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Function: Application of the installation torque draws the cone end of the

stud into the expansion clip. The expansion clip expands and develops a

frictional grip with the sidewalls of the hole. This gives the anchor its

resistance to tension loads.

Benefits:

● Economical anchor for medium-duty loads

● Approved for use in cracked and non-cracked concrete

THROUGHBOLT BOA-XAND BOAX-IIFor simple and economical applications.

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R 120

CONSTRUCTION:

BoA-X / BoAX-II with hex nut and washer

MATERIAL:

Carbon steel, zinc plated and blue passivated

A4 stainless steel

BASE MATERIAL:

Cracked and non-cracked concrete: C20/25 to C50/60 (B25 to B55)

Also suitable for high density natural stones (σD ≥ 25 N/mm2)

APPROVALS:

ETA-08/0276 - Option 1: M8-M16, carbon steel, zinc plated

ETA-08/0276 - Option 1: M8-M16, A4 stainless steel

LOAD RANGE:

Tension: Nperm

= 1.8 - 21.4 [kN]

Shear: Vperm

= 1.8 - 22.4 [kN]

PRODUCT RANGE:

BoAX-II: M8 - M16, carbon steel, zinc plated and blue passivated

BoAX-II A4: M8 - M16, A4 stainless steel

BoA-X: M6 + M20, carbon steel, zinc plated and blue passivated

BoA-X A4: M6 + M20, A4 stainless steel

APPLICATIONS:

Steel construction Facades

Railing Cable trays

Brackets Ladders

BENEFITS:

Economical anchor for medium duty loads

Less drilling effort: Anchor diameter = Drill bit diameter


The throughbolt anchor is installed through the fi xture

Torquing draws the cone end of the stud into the expansion clip. The expansion clip expands and

develops a frictional grip with the sidewalls of the hole.

INSTALLATION:


Drill hole Clean hole (blowing) Insert anchor through fixture


4


BOA-X AND BOAX-II

When many anchors are to be installed, setting tools BoA-ST M6-M10 and BoA-ST M12-M20 are recommended to make the job easier.

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BOA-X AND BOAX-IIExpansion Anchor Systems


THROUGHBOLT BOA-X AND BOAX-II

With hex nut and washerMaterial: Carbon steel, zinc plated and blue passivatedApproval: ETA-08/0276 (M8 - M16) - Option 1

Type Order Code

Thread Size

Ø x Depth of

Drilled Hole

Max.Fixture

Thickness

Ø FixtureHole

Eff.Embedment

Depth

TotalLength

ThreadLength

Weight BoxQuantity

do x h1 tfi x df hef L f

[mm] [mm] [mm] [mm] [mm] [mm] [mm] [kg/100 pcs] [pcs]

BoA-X 6/15* BOAX0606035015 M6 6 x 50 15 7 35 65 28 1.54 100

BoA-X 6/50*BOAX0606035050 M6 6 x 50 50 7 35 100 28 2.27 100

BoAX-II 8/10 BOAXII08045010 M8 8 x 60 10 9 45 72 32 2.91 50

BoAX-II 8/30 BOAXII08045030 M8 8 x 60 30 9 45 92 52 3.53 50

BoAX-II 8/50 BOAXII08045050 M8 8 x 60 50 9 45 112 72 4.14 40

BoAX-II 8/85 BOAXII08045085 M8 8 x 60 85 9 45 147 107 5.21 40

BoAX-II 10/10 BOAXII10060010 M10 10 x 75 10 12 60 92 47 5.92 40

BoAX-II 10/20 BOAXII10060020 M10 10 x 75 20 12 60 102 57 6.41 25

BoAX-II 10/30 BOAXII10060030 M10 10 x 75 30 12 60 112 67 6.91 25

BoAX-II 10/50 BOAXII10060050 M10 10 x 75 50 12 60 132 87 7.89 25

BoAX-II 10/80 BOAXII10060080 M10 10 x 75 80 12 60 162 115 9.37 25

BoAX-II 12/5 BOAXII12070005 M12 12 x 90 5 14 70 103 53 9.53 20

BoAX-II 12/20 BOAXII12070020 M12 12 x 90 20 14 70 118 68 10.60 20

BoAX-II 12/30 BOAXII12070030 M12 12 x 90 30 14 70 128 78 11.31 20

BoAX-II 12/50 BOAXII12070050 M12 12 x 90 50 14 70 148 98 12.73 20

BoAX-II 12/65 BOAXII12070065 M12 12 x 90 65 14 70 163 113 13.80 20

BoAX-II 12/80 BOAXII12070080 M12 12 x 90 80 14 70 178 115 14.87 20

BoAX-II 16/5 BOAXII16085005 M16 16 x 110 5 18 85 123 65 20.16 10

BoAX-II 16/20 BOAXII16085020 M16 16 x 110 20 18 85 138 80 22.17 10

BoAX-II 16/50 BOAXII16085050 M16 16 x 110 50 18 85 168 110 26.19 10

BoAX-II 16/60 BOAXII16085060 M16 16 x 110 60 18 85 178 115 27.53 10

BoA-X 16/95* BOAX1616085095 M16 16 x 110 95 18 80 213 55 35.01 10

BoA-X 20/20* BOAX2020110020 M20 20 x 130 20 22 110 170 55 44.83 5

BoA-X 20/70* BOAX2020110070 M20 20 x 130 70 22 110 220 55 57.02 5

BoA-X 20/130* BOAX2020110130 M20 20 x 130 130 22 110 280 55 71.78 5


Setting Tool BoA-ST

The setting tool is recommended for applications wheremany BoA-X or BoAX-II anchors are to be installed.

Type Order Code Weight Box Quantity

[kg/100 pcs] [pc]

BoA-ST M6 - M10 BOASTM06M10 6.0 1


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BOA-X AND BOAX-II TECHNICAL DATA



Material: Carbon steel, zinc plated and blue passivated

Thread size M65) M8 M10 M12 M166) M205)


Type BoA-... BoA-X 6/… BoAX-II 8/… BoAX-II 10/… BoAX-II 12/… BoAX-II 16/… BoA-X 20/…


Nperm

CrackedConcrete

C20/25 [kN] - 2.0 3.6 4.8 9.5 -

C30/37 [kN] - 2.2 4.0 5.3 10.5 -

C40/50 [kN] - 2.4 4.3 5.8 11.4 -

C50/60 [kN] - 2.6 4.6 6.1 12.2 -


C20/25 [kN] 1.8 3.6 6.3 7.9 16.7 13.9

C30/37 [kN] 1.8 3.9 6.9 8.7 18.4 13.9

C40/50 [kN] 1.8 4.3 7.6 9.5 20.0 13.9

C50/60 [kN] 1.8 4.6 8.1 10.1 21.4 13.9


Vperm

CrackedConcrete

C20/25 [kN] - 4.8 8.7 11.0 21.0 -

C30/37 [kN] - 4.8 8.7 11.0 21.0 -

C40/50 [kN] - 4.8 8.7 11.0 21.0 -

C50/60 [kN] - 4.8 8.7 11.0 21.0 -


C20/25 [kN] 1.8 4.8 8.7 11.0 21.0 13.9

C30/37 [kN] 1.8 4.8 8.7 11.0 21.0 13.9

C40/50 [kN] 1.8 4.8 8.7 11.0 21.0 13.9

C50/60 [kN] 1.8 4.8 8.7 11.0 21.0 13.9

Permissible bending moments1)

Mzul4) [Nm] 4.1 10.0 22.9 34.3 88.6 173.0








Installation data



Clearance hole in the fi xture df [mm] 7 9 12 14 18 22



Installed anchor

1) The permissible loads have been calculated using the partial safety factors for resistances stated in the ETA-approval and a partial safety factor for actions of γF = 1.4.

The permissible loads are valid for unreinforced concrete and reinforced concrete with a rebar spacing s ≥ 15 cm and reinforced concrete with a rebar spacing s ≥ 10 cm if the rebar is 10 mm or smaller.

2) The permissible shear loads are based on a single anchor without infl uencing concrete edges. For shear loads applied close to an edge (c < 10 hef or < 60 d) concrete edge failure must be checked per ETAG 001, Annex C, design method A.

3) Concrete is considered non-cracked when the tensile stress within the concrete is σL + σR ≤ 0. In the absence of detailed verifi cation σR = 3 N/mm2 can be assumed (σL equals the tensile stress within the concrete as a result of external loads, forces on anchors included).

4) If spacings or edge distances become smaller than the characteristic values (i.e. s ≤ scr,N

and/or c ≤ ccr,N

) a calculation per ETAG 001, Annex C, design method A must be performed. For details, see ETA-08/0276.

5) Not included in the approval ETA-08/0276.

6) Type BoA-X 16/95 is not included in ETA-08/0276. Permissible loads in C20/25 to C50/60 cracked concrete: Nperm = 6.4 [kN] ; Vperm = 6,4 [kN]. Permissible loads in C20/25 to C50/60 non-cracked concrete: Nperm = 10.0 [kN] ; Vperm = 10.0 [kN].


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BOA-X AND BOAX-IIExpansion Anchor Systems

Setting Tool BoA-ST

The setting tool is recommended for applications wheremany BoA-X or BoAX-II anchors are to be installed.

Type Order Code Weight Box Quantity

[kg/100 pcs] [pc]



A4 stainless steel

THROUGHBOLT BOA-X-A4 AND BOAX-II A4

With hex nut and washerMaterial: A4 stainless steelApproval: ETA-08/0276 (M8 - M16) - Option 1

Type Order Code

Thread Size

Ø x Depth of

Drilled Hole

Max.Fixture

Thickness

Ø FixtureHole

Eff.Embedment

Depth

TotalLength

ThreadLength

Weight BoxQuantity

do x h1 tfi x df hef L f

[mm] [mm] [mm] [mm] [mm] [mm] [mm] [kg/100 pcs] [pcs]

BoA-X 6/15 A4* BOAX0606035015A4 M6 6 x 50 15 7 35 65 28 1.5 100

BoAX-II 8/10 A4 BOAXII08045010A4 M8 8 x 60 10 9 45 72 32 2.9 50






BoAX-II10/50 A4 BOAXII10060050A4 M10 10 x 75 50 12 60 132 87 7.9 25









BoA-X 20/20 A4* BOAX2020110020A4 M20 20 x 130 20 22 110 170 55 44.8 5

BoA-X 20/70 A4* BOAX2020110070A4 M20 20 x 130 70 22 110 220 55 57.0 5


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BOA-X AND BOAX-II TECHNICAL DATA

sw

Lf

Tinst

d f

t fixef

1

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hh

h

0d

A4 stainless steel


Material: A4 stainless steel

Thread size M65) M8 M10 M12 M16 M205)


Type BoA-... BoA-X 6/… BoAX-II 8/… BoAX-II 10/… BoAX-II 12/… BoAX-II 16/… BoA-X 20/…


Nperm

CrackedConcrete

C20/25 [kN] - 2.0 3.6 4.8 9.5 -

C30/37 [kN] - 2.2 4.0 5.3 10.5 -

C40/50 [kN] - 2.4 4.3 5.8 11.4 -

C50/60 [kN] - 2.6 4.6 6.1 12.2 -


C20/25 [kN] 1.8 3.6 6.3 7.9 16.7 13.9

C30/37 [kN] 1.8 3.9 6.9 8.7 18.4 13.9

C40/50 [kN] 1.8 4.3 7.6 9.5 20.0 13.9

C50/60 [kN] 1.8 4.6 8.1 10.1 21.4 13.9


Vperm

CrackedConcrete

C20/25 [kN] - 5.2 8.1 11.9 22.4 -

C30/37 [kN] - 5.2 8.1 11.9 22.4 -

C40/50 [kN] - 5.2 8.1 11.9 22.4 -

C50/60 [kN] - 5.2 8.1 11.9 22.4 -


C20/25 [kN] 1.8 5.2 8.1 11.9 22.4 13.9

C30/37 [kN] 1.8 5.2 8.1 11.9 22.4 13.9

C40/50 [kN] 1.8 5.2 8.1 11.9 22.4 13.9

C50/60 [kN] 1.8 5.2 8.1 11.9 22.4 13.9


Mzul4) [Nm] 4.4 10.5 21.4 37.6 95.2 185.4








Installation data






Installed anchor

1) The permissible loads have been calculated using the partial safety factors for resistances stated in the ETA-approval and a partial safety factor for actions of γF = 1.4.

The permissible loads are valid for unreinforced concrete and reinforced concrete with a rebar spacing s ≥ 15 cm and reinforced concrete with a rebar spacing s ≥ 10 cm if the rebar is 10 mm or smaller.

2) The permissible shear loads are based on a single anchor without infl uencing concrete edges. For shear loads applied close to an edge (c < 10 hef or < 60 d) concrete edge failure must be checked per ETAG 001, Annex C, design method A.

3) Concrete is considered non-cracked when the tensile stress within the concrete is σL + σR ≤ 0. In the absence of detailed verifi cation σR = 3 N/mm2 can be assumed (σL equals the tensile stress within the concrete as a result of external loads, forces on anchors included).

4) If spacings or edge distances become smaller than the characteristic values (i.e. s ≤ scr,N

and/or c ≤ ccr,N

) a calculation per ETAG 001, Annex C, design method A must be performed. For details, see ETA-08/0276.

5) Not included in the approval ETA-08/0276.


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Function: After drilling and cleaning the hole, the adhesive mortar is

injected with an applicator gun. A static mixing nozzle assures that

the chemical components are properly mixed. Immediately after-

wards a threaded stud is inserted into the resin with a twisting

action to ensure even distribution of resin over the stud length and to

displace any entrapped air. After the adhesive mortar has cured, the

anchor can be fully loaded. The completed chemical reaction creates

a durable expansion pressure free bond between the anchor stud,

the reacted resin, and the concrete.

Benefits:

● Fixing produces no expansion pressure


● Installation into damp holes permitted

● Completely seals drilled hole

● Virtually odour free

VESF CHEMICAL ANCHOR SYSTEMHigh-performance vinylester (styrene-free) injection mortar for fi xing into non-cracked concrete.

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Adhesive Systems

VESF

CONSTRUCTION:

Threaded Stud LMAS VESF 300 ml, 345 ml Applicator Guns with hex nut and washer and 410 ml cartridges (see pg. 58)

MATERIAL: VESF: Vinylester resin (styrene-free), hardener and inorganic agents LMAS: Grade 5.8 carbon steel, zinc plated and blue passivated LMAS: A4-70 stainless steel

BASE MATERIAL: Non-cracked concrete C20/25 to C50/60 Also suitable for other base materials (on-site testing recommended)

APPROVAL: ETA-09/0153: M8 – M24, carbon steel, zinc plated ETA pending: M8 – M24, A4 stainless steel

LOAD RANGE:Tension: N

perm = 5.2 - 46.9 [kN]

Shear: Vperm

= 5.1 - 56.8 [kN]

STORAGE OF VESF CARTRIDGES:Dry, out of direct sunlight at a temperature between +5°C and +25°C

TEMPERATURE RANGE:Maximum long-term service temperature = +24°C; Maximum short-term service temperature = +40°C

PRODUCT RANGE: VESF cartridges: 300ml, 345 ml and 410ml LMAS threaded studs: M8 – M24, carbon steel, zinc plated and blue passivated / A4 stainless steel

APPLICATIONS: Steel and metal construction Railings Machines Racking systems Awnings

BENEFITS: Causes no expansion pressure Installation into damp holes permitted Reduced edge distances and spacings No special setting tool required for threaded stud High capacity in non-cracked concrete Completely seals drilled hole

PRODUCT DESCRIPTION: The VESF Chemical Anchor system consists of a threaded stud and a 2-component chemical-fi lled cartridge system.

The mortar is injected into the drilled hole with an applicator gun. A static mixing nozzle is used to ensure that the chemical components are properly mixed. A chemical reaction ensues and the mortar cures over a time period depending on the base material temperature.

Immediately after injection, a threaded stud is inserted into the hole.

After the adhesive mortar has cured, the anchor can be fully loaded. The completed chemical reaction creates a durable expansion pressure free bond between the anchor stud, the reacted resin, and the concrete.

The bond strength between the cured chemical and the drilled hole is dependent on the thorough cleaning of the drilled hole. Follow the installation instructions carefully.

SHELF LIFE:12 months after manufacture when stored according to the above recommendations. The manufacturing date is printed on the cartridge.

INSTALLATION:

Pre-fix installation shown

Drill hole Clean out hole using a wire brush and blow out pump (blow out 5x, brush 4x and blow out 5x)

Inject mortar into the hole

Dispense mortar to side until properly mixed (uniform colour)

Insert threaded stud with a twisting action and observe the specifi ed cure time

Attach fi xture and apply the recommended fastening torque with a calibrated torque wrench

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VESFAdhesive Systems

VESF Injection mortar-cartridges Contains a styrene-free vinylester resin, hardener and inorganic agents

300 ml Cartridge (silicone tool) 345 ml Side-by-side cartridge 410 ml Coaxial cartridge

Type Order Code Content Weight Box Quantity*

[ml] [kg/12 pcs] [pcs]

VESF 300 VESF300 300 7.2 15

VESF 345 VESF345 345 8.4 12

VESF 410 VESF410 410 10.8 12

*Each cartridge includes 1 mixing nozzle.

g g


LMAS

Threaded stud with hex nut and washer Material: Grade 5.8, carbon steel, zinc plated and blue passivatedApproval: ETA-09/0153


Size

Ø x Depth of

Drilled Hole

Max.Fixture

Thickness

Ø FixtureHole

Eff.Embedment

Depth

TotalLength

WeightBox

Quantity



LMAS M8 x 110 LMAS0810080020 M8 10 x 80 20 9 80 110 4.0 20

LMAS M10 x 130 LMAS1012090025 M10 12 x 90 25 12 90 130 9.0 10

LMAS M10 x 165 LMAS1012090060 M10 12 x 90 60 12 90 165 10.6 10

LMAS M12 x 150 LMAS1214100035 M12 14 x 100 35 14 100 150 13.6 10

LMAS M12 x 185 LMAS1214100070 M12 14 x 100 70 14 100 185 16.8 10

LMAS M16 x 170 LMAS1618130020 M16 18 x 130 20 18 130 170 26.8 10

LMAS M16 x 200 LMAS1618130050 M16 18 x 130 50 18 130 200 31.5 10

LMAS M20 x 245 LMAS2025170050 M20 24 x 170 50 22 170 245 55.8 6

LMAS M24 x 310 LMAS2428210070 M24 28 x 210 70 26 210 310 101.8 6

Custom lengths and grades available on request.

A4 stainless steel

LMAS A4

Threaded stud with hex nut and washer Material: A4-70 stainless steelApproval: ETA (pending)


Size

Ø x Depth of

Drilled Hole

Max.Fixture

Thickness

Ø FixtureHole

Eff.Embedment

Depth

TotalLength

WeightBox

Quantity



LMAS M8 x 110 A4 LMAS0810080020A4 M8 10 x 80 20 9 80 110 4.0 20

LMAS M10 x 130 A4 LMAS1012090025A4 M10 12 x 90 25 12 90 130 9.0 10

LMAS M10 x 165 A4 LMAS1012090060A4 M10 12 x 90 60 12 90 165 10.6 10

LMAS M12 x 150 A4 LMAS1214100035A4 M12 14 x 100 35 14 100 150 13.6 10

LMAS M12 x 185 A4 LMAS1214100070A4 M12 14 x 100 70 14 100 185 16.8 10

LMAS M16 x 170 A4 LMAS1618130020A4 M16 18 x 130 20 18 130 170 26.8 10

LMAS M16 x 200 A4 LMAS1618130050A4 M16 18 x 130 50 18 130 200 31.5 10

LMAS M20 x 245 A4 LMAS2025170050A4 M20 24 x 170 50 22 170 245 55.8 6

LMAS M24 x 310 A4 LMAS2428210070A4 M24 28 x 210 70 26 210 310 101.8 6


Mixing Nozzle

Type Order Code Weight

[kg/100 pcs]

Mixing Nozzle MD 142

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Adhesive Systems

VESF TECHNICAL DATA

Curing schedule

Temperature [°C] -5 to 0 1 to 5 6 to 10 11 to 15 16 to 20 21 to 25

Gel time [min] 25 12 9 6 5 3

Curing time [min] 150 80 50 45 35 30

Carbon steel, zinc plated / A4 stainless steel

Permissible loads for single anchors with no infl uencing edge distances or spacings. Loads are calculated using partial safety factors from ETAG 001 and the characteristic anchor and installation data from this catalogue. Design calculations shall follow the requirements of ETA-approvals ETA-09/0153 (A4 pending).

Material: Carbon steel, Grade 5.8, zinc plated and blue passivated; A4-70 stainless steel / VESF (Vinylester resin, styrene-free)



Type LMAS… M8 x ... M10 x ... M12 x ... M16 x ... M20 x ... M24 x ...

Permissible tension loads1) Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 Steel A4

Nperm


C20/25 [kN] 5.3 5.3 8.3 8.3 13.2 13.2 24.8 24.8 26.9 26.9 39.7 39.7

C30/37 [kN] 5.7 5.3 8.9 8.3 14.3 13.2 26.8 24.8 29.1 26.9 42.9 39.7

C40/50 [kN] 6.1 5.3 9.5 8.3 15.2 13.2 28.5 24.8 31.0 26.9 45.6 39.7

C50/60 [kN] 6.2 5.3 9.8 8.3 15.6 13.2 29.3 24.8 31.8 26.9 46.8 39.7


Vperm


C20/25 [kN] 5.1 5.6 8.6 9.2 12.6 13.3 23.4 25.2 36.6 39.4 52.6 56.8

C30/37 [kN] 5.1 5.6 8.6 9.2 12.6 13.3 23.4 25.2 36.6 39.4 52.6 56.8

C40/50 [kN] 5.1 5.6 8.6 9.2 12.6 13.3 23.4 25.2 36.6 39.4 52.6 56.8

C50/60 [kN] 5.1 5.6 8.6 9.2 12.6 13.3 23.4 25.2 36.6 39.4 52.6 56.8


Mperm [Nm] 10.9 11.9 22.3 23.8 38.9 42.1 98.9 106.7 192.6 207.9 333.7 359.9








Installation data






Installed anchor




4) If spacings or edge distances become smaller than the characteristic values (i.e. s ≤ scr,N and/or c ≤ ccr,N) a calculation per ETAG 001, Annex C, design method A must be performed. For details, see ETA 09/0153 (A4 pending).


h = h t

h

L

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d

inst

0 ef fix

min

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f

swT

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Function: After drilling and cleaning the hole, the adhesive mortar

is injected with an applicator gun. A static mixing nozzle assures

that the chemical components are properly mixed. Immediately

afterwards a threaded stud is inserted into the resin with a twisting

action to ensure even distribution of resin over the stud length and to

displace any entrapped air. For fixing into hollow masonry, a plastic

or metal sieve is used in order to prevent excessive flow of the adhe-

sive into the masonry voids. After the adhesive mortar has cured, the

anchor can be fully loaded. The completed chemical reaction creates

a durable expan sion pressure free bond and/or mechanical interlock

between the anchor stud, the reacted resin, and the base material.

Benefits:




● Fast-curing

INJECTION 2000 CHEMICAL ANCHOR SYSTEMPolyester injection mortar for fi xings in masonry and non-cracked concrete.

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Adhesive Systems

INJECTION 2000

CONSTRUCTION:

Threaded Stud LMAS INJECTION 2000 Applicator Gun with hex nut and washer 410 ml cartridge (see pg. 58)

MATERIAL: Injection 2000: Polyester resin, hardener and mineral aggregates LMAS: Grade 5.8 carbon steel, zinc plated and blue passivated LMAS: A4-70 stainless steel

BASE MATERIAL: Non-cracked concrete C20/25 to C50/60 Solid and hollow masonry Also suitable for other base materials (on-site testing recommended)


perm = 4.9 - 27.4 [kN]

Shear: Vperm

= 5.1 - 56.8 [kN]

STORAGE OF INJECTION 2000 CARTRIDGES:Dry, out of direct sunlight, at a temperature between +5 °C and +25 °C

TEMPERATURE RANGE:Maximum long-term service temperature = +40 °C; Maximum short-term service temperature = +60 °C

PRODUCT RANGE: INJECTION 2000 cartridge: 410 ml LMAS threaded studs: M8 to M24, carbon steel, zinc plated and blue passivated / A4 stainless steel

APPLICATIONS: Steel and metal construction Railings Racking systems Awnings Machines Sanitary fi xings

BENEFITS: Causes no expansion pressure Completely seals drilled hole Reduced edge distances and spacings No special setting tool required for threaded stud

PRODUCT DESCRIPTION: The INJECTION 2000 Chemical Anchor system consists of a threaded stud and a 2-component chemical-fi lled cartridge system.

The mortar is injected into the drilled hole with an applicator gun. In the case of hollow masonry, a plastic or metal sieve is used in order to prevent excessive fl ow of the adhesive into the masonry voids. A static mixing nozzle is used to ensure that the chemical components are properly mixed. A chemical reaction ensues and the mortar cures over a time period depending on the base material temperature.

Immediately after injection, a threaded stud is inserted into the hole (or sieve).

After the adhesive mortar has cured, the anchor can be fully loaded. The completed chemical reaction creates a durable expansion pressure free bond and/or mechanical interlock between the anchor stud, the reacted resin, and the base material.


SHELF LIFE:12 months after manufacture when stored according to the above recommendations. The manufacturing date is printed on the cartridge.

INSTALLATION:Pre-fix installation shown

Drill hole Clean out hole using a wire brush and blow out pump (blow out 5x, brush 4x and blow out 5x)

Inject mortar into the hole

Dispense mortar to side until properly mixed (uniform colour)

Insert threaded stud with a twisting action and observe the specifi ed cure time

Attach fi xture and apply the recommended fastening torque with a calibrated torque wrench

90°90°

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INJECTION 2000Adhesive Systems

Injection 2000-Cartridge Contains a polyester resin, hardener and mineral aggregates

410 ml Cartridge

Type Order Code Content Weight Box Quantity*


Injection 2000 INJECTION2000 410 10.8 12

* Each cartridge includes 1 mixing nozzle.


LMAS

Threaded stud with hex nut and washer Material: Grade 5.8, carbon steel, zinc plated and blue passivated


Size

Ø x Depth of

Drilled Hole

Max.Fixture

Thickness

Ø FixtureHole

Eff.Embedment

Depth

TotalLength

WeightBox

Quantity



LMAS M8 x 110 LMAS0810080020 M8 10 x 80 20 9 80 110 4.0 20

LMAS M10 x 130 LMAS1012090025 M10 12 x 90 25 12 90 130 9.0 10

LMAS M10 x 165 LMAS1012090060 M10 12 x 90 60 12 90 165 10.6 10

LMAS M12 x 150 LMAS1214100035 M12 14 x 100 35 14 100 150 13.6 10

LMAS M12 x 185 LMAS1214100070 M12 14 x 100 70 14 100 185 16.8 10

LMAS M16 x 170 LMAS1618130020 M16 18 x 130 20 18 130 170 26.8 10

LMAS M16 x 200 LMAS1618130050 M16 18 x 130 50 18 130 200 31.5 10

LMAS M20 x 245 LMAS2025170050 M20 24 x 170 50 22 170 245 55.8 6

LMAS M24 x 310 LMAS2428210070 M24 28 x 210 70 26 210 310 101.8 6


A4 stainless steel

LMAS A4

Threaded stud with hex nut and washer Material: A4-70 stainless steel


Size

Ø x Depth of

Drilled Hole

Max.Fixture

Thickness

Ø FixtureHole

Eff.Embedment

Depth

TotalLength

WeightBox

Quantity



LMAS M8 x 110 A4 LMAS0810080020A4 M8 10 x 80 20 9 80 110 4.0 20

LMAS M10 x 130 A4 LMAS1012090025A4 M10 12 x 90 25 12 90 130 9.0 10

LMAS M10 x 165 A4 LMAS1012090060A4 M10 12 x 90 60 12 90 165 10.6 10

LMAS M12 x 150 A4 LMAS1214100035A4 M12 14 x 100 35 14 100 150 13.6 10

LMAS M12 x 185 A4 LMAS1214100070A4 M12 14 x 100 70 14 100 185 16.8 10

LMAS M16 x 170 A4 LMAS1618130020A4 M16 18 x 130 20 18 130 170 26.8 10

LMAS M16 x 200 A4 LMAS1618130050A4 M16 18 x 130 50 18 130 200 31.5 10

LMAS M20 x 245 A4 LMAS2025170050A4 M20 24 x 170 50 22 170 245 55.8 6

LMAS M24 x 310 A4 LMAS2428210070A4 M24 28 x 210 70 26 210 310 101.8 6


Mixing Nozzle


[kg/100 pcs]

Mixing Nozzle MD 1

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Adhesive Systems

INJECTION 2000 TECHNICAL DATA

Curing schedule*

Temperature [°C] 0 5 15 25 35

Gel time [min] 50 12 6 3 2

Curing time [min] 90 50 35 30 25

* Figures based on M12 fi xings. Full cure is achieved after 24 hours!


Recommended loads for single anchors with no infl uencing edge distances or spacings.

Material: Carbon steel, Grade 5.8, zinc plated and blue passivated; A4-70 stainless steel / Injection 2000 (polyester resin)



Type LMAS… M8 x ... M10 x ... M12 x ... M16 x ... M20 x ... M24 x ...

Recommended tension loads1) Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 Steel A4

Nperm

Non-cracked concrete2)

C20/25 - C50/60[kN] 4.9 4.9 7.5 7.5 10.6 10.6 12.3 12.3 19.9 19.9 27.4 27.4

Recommended shear loads1)

Vperm


C20/25 - C50/60 [kN] 5.1 5.6 8.6 9.2 12.6 13.3 23.4 25.2 36.6 39.4 52.6 56.8

Recommended bending moments

Mperm [Nm] 10.9 11.9 22.3 23.8 38.9 42.1 98.9 106.7 192.6 207.9 333.7 359.9



Characteristic spacing s3) [mm] 100 130 150 170 210 240


Characteristic edge distancefor tension load

cN3) [mm] 80 90 100 130 150 190

Minimum edge distancefor tension load

cmin,N [mm] 50 60 80 90 100 125

Characteristic edge distancefor shear load

cV3) [mm] 100 130 150 170 190 240

Minimum edge distance for shear load

cmin,V [mm] 60 75 90 100 130 150


Installation data




Width across fl ats hex nut sw [mm] 13 17 19 24 30 36

Installation torque for concrete Tinst [Nm] 10 20 35 75 120 200

Installation torque for brick Tinst [Nm] 3 13 24 43 - -

Installed anchor

1) Permissible loads in non-cracked concrete C20/25 - C50/60.


3) If spacings or edge distances are smaller than the characteristic values, the permissible loads shall be reduced based on the Kappa method.

Typical performance in masonry

Type

Recommended load in all directions

Brickwork(20.5 N/mm2)

Blockwork(7 N/mm2)

[kN] [kN]

LMAS M8 1.7 0.8

LMAS M10 3.4 1.7

LMAS M12 4.8 2.7

LMAS M16 5.6 3.6h = h t

h

L

d

d

inst

0 ef fix

min

0

f

swT

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LSK AND LVK CHEMICAL ANCHOR SYSTEMSFor expansion pressure free fi xing in masonry.

Function: The system consists of a threaded stud, sieve, and injection

mortar. The connection between the fi xing and the base material is created

by bond with the base material (for solid masonry) or a combination of bond

and mechanical interlock with cavities in the masonry (for hollow masonry).

Benefits:


● Reduced permissible edge distances and spacings

● Mixing nozzle ensures proper mixing of A and B components

● Reliable mechanical interlock in hollow masonry


Injection Mortar LSK 300 PSF

Internal bag cartridge system

Injection Mortar LSK 300 PSF

Injection Mortar LVK 300 PSH and PSF

Coaxial cartridge

I j ti M t LVK 300 PSH d PSF


Side-by-side cartridge

®



Coaxial cartridge48

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CONSTRUCTION:

Threaded Stud LMAS Injection Mortar LVK

Injection Mortar LSK for Applicator Guns Silicone Tools (see pg. 58)

MATERIAL: LMAS: Grade 5.8 carbon steel, zinc plated and blue passivated

LVK + LSK cartridges: Filled with polyester resin, mineral aggregates and hardener

BASE MATERIAL:

DIN 1053 Masonry Concrete Natural stone

APPROVAL:

Deutsches Institut für Bautechnik (DIBt) Z-21.3-1773

LOAD RANGE:

Fperm

= 0.3 - 1.7 [kN] in all directions

TEMPERATURE RANGE:

Maximum long-term service temperature = +50°C; Maximum short-term service temperature = +80 °C

RANGE SUPPLIED:LMAS threaded stud: M8 – M12, carbon steel, zinc plated and blue passivated

APPLICATIONS: Brackets Steel construction Cable trays Railings

BENEFITS: Causes no expansion pressure Reliable mechanical interlock in hollow masonry Reduced edge distances and spacings Completely seals drilled hole

PRODUCT DESCRIPTION: The LSK and LVK Injection Anchor Systems is an expansion pressure free fi xing system that consists of injection mortar, a sieve and threaded stud with a hex nut and washer.

The system is approved for use in masonry meeting DIN 1053 and is also suitable for use in concrete and natural stone.

The load carrying capacity of the system results from bond and mechanical interlock of the injection mortar with the base material.

The bond strength between the cured chemical and the drilled hole is dependent on the thorough cleaning of the drilled hole. Follow the installation instructions carefully

STORAGE OF LVK + LSK:Dry, dark, at a temperature between +5°C and +25°C

SHELF LIFE:

12 months after manufacture when stored according to the above recommendations

INSTALLATION:

Pre-fix installation shown

Adhesive Systems

LSK AND LVK

Drill hole Thoroughly clean (brushing + blowing) Inject mortar

Fixing into masonry

2 x

3 x

Solid masonry Hollow masonrywith sieve

Injection Mortar LVK

Institut für MassivbauTechnische Universität Darmstadt

Z-21.3-1773

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LSK AND LVKAdhesive Systems

Threaded Stud LMASThreaded stud with hex nut and washer Material: Grade 5.8 steel, zinc plated and blue passivated Approval: Z-21.3-1773


Size

Max. Fixture Thickness

Eff.Embedment Depth

TotalLength

WeightBox

Quantity

tfi x hef L

[mm] [mm] [mm] [mm] [kg/100 pcs] [pcs]

LMAS M8x100 LMAS08080010 M8 10 80 100 3.6 10

LMAS M10x110 LMAS10090010 M10 10 90 110 7.0 10

LMAS M12x110* LMAS12090015 M12 10 80 110 10.0 10

Custom lengths and stainless steel available on request.


Plastic Sieve SHNylon sieve

Type Order CodeCompatible

LMASØ Sieve

SieveLength

Ø x Depth of

Drilled HoleWeight

BoxQuantity

d0 x h1


SH 15/85 SH15085 LMAS M8x100 15 85 16 x 90 0.4 12

SH 15/100 SH15100LMAS M8x100 LMAS M10x110

15 100 16 x 105 0.6 12

SH 20/85* SH20085 LMAS M12x110 20 85 20 x 90 0.8 12


Metal Sieve SHMSteel sieve (cut to length required)


LMASØ Sieve

SieveLength

Ø x Depth of

Drilled HoleWeight

BoxQuantity

d0

[mm] [mm] [mm] [mm] [kg/100 pcs] [pc]

SHM 16/1000* SHM161000 LMAS M10 + M12 16 1000 16 7.6 1


Injection Mortar LVK/LSK LVK/LSK - Cartridges: Filled up with polyester resin, hardener and mineral aggregates

300 ml Cartridge 345 ml Side-by-side cartridge 380 ml Coaxial cartridge

Type Order Code Content Weight Box Quantity


LSK 300 PSF styrene free with internal bag LSK300PSF 300 7.00 12

LVK 300 PSF styrene free LVK300PSF 300 7.00 12

LVK 300 PSH with styrene LVK300PSH 300 7.00 12





* Each cartridge includes 1 mixing nozzle.

380 l C i l t id

Mixing Nozzle


[kg/100 pcs]

Mixing Nozzle MD 1

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Adhesive Systems

LSK AND LVK

Load Capacity in MasonryPermissible loads F

perm for single anchors for tension, shear and oblique loads in any direction

Sieve Drilled Hole Threaded Stud Permissible Loads2)

TypeSettingDepth

do

h1

SizeEff.

Embedment Depthhef

MZ 12 KS 12 Hlz 4 Hlz 6 Hlz 12 KSL 4 KSL 6 KSL 12

[mm] [mm] [mm] [mm] [mm] [kN] [kN] [kN] [kN] [kN] [kN] [kN] [kN]

SH 15/85 85 16 90 M8 80 1.7 – 0.3 (0.6) 0.4 (0.8) 0.8 (1.0) – – –

SH 15/100 100 16 105M8 80 – 1.7 – – – 0.4 (0.6) 0.6 (0.8) 0.8 (1.4)

M10 90 1.7 1.7 0.3 (0.6) 0.4 (0.8) 0.8 (1.0) 0.4 (0.6) 0.6 (0.8) 0.8 (1.4)

SH 20/851) 85 20 90 M121) 80 1.7 1.7 0.3 (0.6) 0.4 (0.8) 0.8 (1.0) 0.4 (0.6) 0.6 (0.8) 0.8 (1.4)

1) Not included in approval.

2) MZ = DIN 1053 solid masonry. KS = DIN 1053 solid limestone masonry. Hlz = DIN 1053 hollow masonry. KSL = DIN 1053 limestone hollow masonry. The number following the masonry type

indicates the compressive strength in N/mm2. For anchoring in Hlz, the load capacity in parentheses may be used if the hole is drilled in rotation-only mode. For anchoring in KSL, the load

capacity in parentheses may be used if the hole is drilled in rotation-only mode and the installer verifi es that the face shell is at least 30 mm thick.

Edge distances, Spacings and Member Dimensions

Sieve Threaded Stud Anchor Group3) Single Anchor

Type Type Spacinga

Min.Spacing

amin

Min.Spacing

az

EdgeDistance

Min.Member

Thicknessh

Ø Fixture Hole

df

Max.Install. Torque

Tinsta

ra

r5)

[mm] [mm] [mm] [mm] [mm] [mm] [mm] [Nm]

SH 15/85 LMAS M8 x 100≤ 9

SH 15/100 LMAS M8 x 100≥ 100 50 250

≥ 200(≥ 250)4)

≥ 50(≥ 60)4) 110 2

LMAS M10 x 110 ≤ 12

SH 20/851) LMAS M12 x 110 ≤ 14

3) The spacing “a” can be reduced for anchor groups if the permitted loads are reduced as specifi ed in approval Z-21.3-1773.

4) Dimensions shown in parentheses are only valid for MZ and KS.

5) Special edge distance: Only valid for masonry that is in compression or restrained against overturning.

Member Dimensions

Curing Schedule

Temperature °C ≥ +5 ≥ +20 ≥ +30 ≥ +40

Working time min ≥ 20 ≥ 6 ≥ 4 ≥ 2

Cure time min ≥ 120 ≥ 45 ≥ 25 ≥ 15

Base material temperature shall not fall below +5 °C during the cure time.

Internally Threaded Sleeve IGHSteel internally threaded sleeve


LMASØ Sieve

SieveLength

Ø x Depth of Drilled Hole

WeightBox

Quantity

d0 x h1


IGH M8x80* IGH08080 LMAS M8 12 80 14 x 90 3.5 12

IGH M10x80* IGH10080 LMAS M10 14 80 16 x 90 4.8 12

IGH M12x80* IGH12080 LMAS M12 16 80 18 x 90 5.6 12


Permissible Loads for Anchor Groups with Reduced Spacings: a

min ≤ a

red < a

Two anchor group: Fred = κa • Fperm

κa = ½ (1 + ared / a) ≤ 1.0

Four anchor group: Fred = κa1 • κa2 • Fperm

κa1,2 = ½ (1 + ared1,2 / a) ≤ 1.0

Fperm

= Permissible load per anchor;

Fred

= Reduced load per anchor;

a = Spacing; ared

= Reduced spacing

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CHEMICAL ANCHOR PLUSPolyester anchoring system for secure fi xinginto non-cracked concrete.

Function: After drilling and cleaning the hole, the capsule is inserted into

the hole and the anchor stud is driven with a rotating/hammering action.

This breaks the capsule and mixes the contents. The resulting chemical

reaction creates a durable expansion pressure free bond between the

anchor stud, the reacted resin, and the concrete.

Benefits:

● Expansion pressure free

● Reduced permissible edge distances and spacings


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CONSTRUCTION:

KLS Threaded stud

KLP Capsule

MATERIAL:

KLS: Carbon steel, zinc plated and blue passivated KLS A4: A4-70 stainless steel KLP: Glass capsule with polyester resin, hardener and mineral aggregates

BASE MATERIAL:Non-cracked concrete C20/25 to C50/60 (B25 to B55)

APPROVAL:Deutsches Institut für Bautechnik (DIBt) Z-21.3-1772


perm = 4.0 - 60.0 [kN]

Shear: Vperm

= 4.0 - 60.0 [kN]

TEMPERATURE RANGE:Maximum long-term service temperature = +50°C; Maximum short-term service temperature = +80 °C

RANGE SUPPLIED:KLS: M8 – M30, carbon steel, zinc plated and blue passivated / A4 stainless steel

APPLICATIONS: Brackets Steel construction Base plates Storage racks Railings Machines

BENEFITS: Causes no expansion pressure Stud with hex head for easy installation Reduced edge distances and spacings with setting tool High capacity in non-cracked concrete Completely seals drilled hole

PRODUCT DESCRIPTION: The Chemical Anchor Plus adhesive fi xing system consists of a threaded stud and chemical-fi lled glass capsule.

During installation, the capsule is crushed and the rotating and hammering action mixes the contents. After the recommended cure time, the fi xture can be installed and the fi xing can be loaded.

Capsule have shelf life of 2 years when stored correctly. Don’t use if capsule is damaged or if the contents do not fl ow in a honey-like fashion of room temperature.


STORAGE OF KLP:Dry, dark, at a temperature between +5°C and +25°C. Avoid direct sunlight.

SHELF LIFE:2 years after manufacturing date when stored according to the above recommendations.

INSTALLATION:Pre-fix installation shown

CONSTRUCTION:

Drill hole and thoroughly clean (brushing and blowing)

Insert KLP capsule into drilled hole

Spin in KLS stud to the em bedment depth marking using a rotary hammer drill

After the specified cure time, install the fixture and apply the recommended fastening torque with a calibrated torque-wrench

Pho

to: L

ödig

e

Setting tool

Adhesive Systems

CHEMICAL ANCHOR PLUS

90°

Z-21.3-1772

LIEBIG

ÜBERWACHT

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KLS, CARBON STEEL, ZINC PLATED Threaded stud with hex head, hex nut and washerMaterial: Grade 5.8 steel, zinc plated and blue passivatedApproval: Z-21.3-1772

Type Order Code

Thread Size

Ø x Depth of

Drilled Hole

Max.Fixture

Thickness

Ø FixtureHole

Eff.Embedment

Depth

TotalLength

WeightBox

Quantity*Compatible

Capsule


[mm] [mm] [mm] [mm] [mm] [mm] [kg/100 pcs] [pcs] [Type]

KLS 8/110 KLS0810080016 M8 10 x 80 16 9 80 110 4.0 10 KLP 8

KLS 10/130 KLS1012090022 M10 12 x 90 22 12 90 130 9.0 10 KLP 10

KLS 10/165 KLS1012090057 M10 12 x 90 57 12 90 165 10.6 10 KLP 10

KLS 10/190 KLS1012090082 M10 12 x 90 82 12 90 190 11.7 10 KLP 10

KLS 12/160 KLS1214110030 M12 14 x 110 30 14 110 160 14.5 10 KLP 12

KLS 12/220 KLS1214110090 M12 14 x 110 90 14 110 220 18.6 10 KLP 12

KLS 12/250 KLS1214110120 M12 14 x 110 120 14 110 250 20.7 10 KLP 12

KLS 12/300 KLS1214110170 M12 14 x 110 170 14 110 300 24.1 10 KLP 12

KLS 16/165 KLS1618125013 M16 18 x 125 13 18 125 165 26.0 10 KLP 16

KLS 16/190 KLS1618125038 M16 18 x 125 38 18 125 190 29.0 10 KLP 16

KLS 16/250 KLS1618125098 M16 18 x 125 98 18 125 250 36.3 10 KLP 16

KLS 16/300 KLS1618125148 M16 18 x 125 148 18 125 300 42.3 10 KLP 16

KLS 20/220 KLS2025170020 M20 25 x 170 20 22 170 220 50.1 6 KLP 20

KLS 20/260 KLS2025170060 M20 25 x 170 60 22 170 260 58.0 6 KLP 20

KLS 24/300 KLS2428210055 M24 28 x 210 55 26 210 300 98.5 6 KLP 24

KLS 30/380 KLS3035280055 M30 35 x 280 55 33 280 380 196.0 4 KLP 30

*Each box of KLS contains one setting tool.


KLS, A4 STAINLESS STEEL Threaded stud with hex head, hex nut and washerMaterial: A4-70 stainless steelApproval: Z-21.3-1772

Type Order Code

Thread Size

Ø x Depth of

Drilled Hole

Max.Fixture

Thickness

Ø FixtureHole

Eff.Embedment

Depth

TotalLength

WeightBox

Quantity*Compatible

Capsule


[mm] [mm] [mm] [mm] [mm] [mm] [kg/100 pcs] [pcs] [Type]

KLS 8/110A4 KLS0810080016A4 M8 10 x 80 16 9 80 110 4.0 10 KLP 8

KLS 10/130A4 KLS1012090022A4 M10 12 x 90 22 12 90 130 9.0 10 KLP 10

KLS 10/165A4 KLS1012090057A4 M10 12 x 90 57 12 90 165 10.6 10 KLP 10

KLS 10/190A4 KLS1012090082A4 M10 12 x 90 82 12 90 190 11.7 10 KLP 10

KLS 12/160A4 KLS1214110030A4 M12 14 x 110 30 14 110 160 14.5 10 KLP 12

KLS 12/220A4 KLS1214110090A4 M12 14 x 110 90 14 110 220 18.6 10 KLP 12

KLS 12/250A4 KLS1214110120A4 M12 14 x 110 120 14 110 250 20.7 10 KLP 12

KLS 12/300A4 KLS1214110170A4 M12 14 x 110 170 14 110 300 24.1 10 KLP 12

KLS 16/165A4 KLS1618125013A4 M16 18 x 125 13 18 125 165 26.0 10 KLP 16

KLS 16/190A4 KLS1618125038A4 M16 18 x 125 38 18 125 190 29.0 10 KLP 16

KLS 16/250A4 KLS1618125098A4 M16 18 x 125 98 18 125 250 36.3 10 KLP 16

KLS 16/300A4 KLS1618125148A4 M16 18 x 125 148 18 125 300 42.3 10 KLP 16

KLS 20/220A4 KLS2025170020A4 M20 25 x 170 20 22 170 220 50.1 6 KLP 20

KLS 20/260A4 KLS2025170060A4 M20 25 x 170 60 22 170 260 58.0 6 KLP 20

KLS 24/300A4 KLS2428210055A4 M24 28 x 210 55 26 210 300 98.5 6 KLP 24

KLS 30/380A4 KLS3035280055A4 M30 35 x 280 55 33 280 380 196.0 4 KLP 30

*Each box of KLS contains one setting tool.Custom lengths available on request.

CHEMICAL ANCHOR PLUSAdhesive Systems

KLP CAPSULE Glass capsule Approval: Z-21.3-1772

Type Order CodeDiameter Length Weight Box Quantity

Ø L

[mm] [mm] [kg/100 pcs] [pcs]

KLP 8 KLP08 9 80 2.0 10

KLP 10 KLP10 11 80 2.0 10

KLP 12 KLP12 13 95 2.5 10

KLP 16 KLP16 17 95 4.0 10

KLP 20 KLP20 22 170 11.0 6

KLP 24 KLP24 24 210 13.0 6

KLP 30 KLP30 33 265 36.5 254

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Adhesive Systems

CHEMICAL ANCHOR PLUS TECHNICAL DATA

1) Permitted loads per anchor in non-cracked concrete of strength C20/25 to C50/60 (B25 to B55) for axial tension, shear, and oblique loads.

2) Concrete is considered non-cracked when the tensile stress within the concrete σL + σ

R ≤

0. In the absence of a detailed analysis σ

R = 3 N/mm2 can be assumed (σ

L equals the tensile stress within the

concrete resulting from external loads, including forces on the anchor).

3) If spacings or edge distances are smaller than the characteristic values, the permissible loads shall be reduced based on the Kappa method (see Z-21.3-1772, Annexes 4 + 5).



Permissible loads for single anchors without infl uence from edge and spacing distances.

Calculations shall follow the requirements of approval Z-21.3-1772.

Material: Carbon steel, zinc plated and blue passivated; A4 stainless steel

Thread size M8 M10 M12 M16 M20 M24 M30

Effective embedment depth [mm] 80 90 110 125 170 210 280

Type KLS... 8/... 10/... 12/... 16/... 20/... 24/... 30/...

Permissible loads at any angle1) Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 Steel A4

Fperm


C20/25 - C50/60[kN] 4.0 4.0 7.0 7.0 10.0 10.0 15.0 15.0 27.0 27.0 37.0 37.0 60.0 60.0

Permissible bending moments

Mperm [Nm] 10.7 12.1 21.4 24.1 37.4 42.7 94.9 107.0 186.0 209.0 321.0 360.8 642.0 723.2


Effective embedment depth hef [mm] 80 80 90 90 110 110 125 125 170 170 210 210 280 280

Characteristic spacing3) a [mm] 200 200 220 220 270 270 310 310 420 420 520 520 700 700

Minimum spacing amin [mm] 80 80 90 90 110 110 125 125 170 170 210 210 280 280

Characteristic edge distance3) ar [mm] 100 100 110 110 135 135 155 155 210 210 260 260 350 350

Minimum edge distance ar,min [mm] 40 40 45 45 55 55 65 65 85 85 105 105 140 140

Minimum member width bmin [mm] 80 80 90 90 110 110 125 125 170 170 210 210 280 280

Minimum member thickness hmin [mm] 130 130 140 140 160 160 175 175 220 220 260 260 330 330

Installation data

Drill hole diameter d0 [mm] 10 12 14 18 25 28 35

Drill hole depth h1 [mm] 80 90 110 125 170 210 280

Clearance hole in the fi xture df [mm] 9 12 14 18 22 26 33

Width across fl ats hex nut sw [mm] 13 17 19 24 30 36 46

Installation torque Tinst [Nm] 10 20 40 80 150 200 400

Installed anchor

Curing schedule

Drill hole temperature Curing time

[°C] [min]

> 20 10

10 - 20 20

0 - 10 60

t 0 fix

min

efh = h

h

d 0

sw

L

Tinst

fd

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WECOThe dependable brass plug anchor with three-piece expansion mechanism.

Function: When the bolt is installed, it compresses the three internal

expansion components and expands the anchor in a displacement

controlled fashion. The expansion segments develop a frictional grip

with the sidewalls of the hole. This gives the anchor its resistance to

tension loads.

Benefits:

● Corrosion resistant brass material

● Can be installed flush with the base material surface

or deeply embedded

● No special setting tool is required

● Often used with spiral anchor in masonry cavity walls

1. Drill and clean hole. 2. Insert plug and bolt

assembly until standoff

is achieved.

3. Anchor expands when bolt

is tightened.

INSTALLATION:

Setting standoff:

Insert plug and bolt assembly until

bolt head standoff “N” is achieved.

L K N

BT

Ls

Type Order CodeDiameter x Length

Ø x Depth of

Drilled Hole

Bolt Length

Bolt HeadStandoff

Min. EdgeDistance

Recommended Load

in C20/253)

Concrete

Weight Box Quantity

Dw x L d0 x BT Ls N smin

[mm] [mm] [mm] [mm] [mm] [kN] [kg/100 pcs] [pcs]

WECO M41) MW04 5.5 x 21 5.5 x 30 15 + K2) 10 65 0.5 0.3 100

WECO M51) MW05 7 x 26.5 7 x 35 20 + K2) 15 85 1.0 0.5 100

WECO M61) MW06 8 x 30 8 x 40 20 + K2) 15 100 1.2 0.8 100

WECO M81) MW08 11 x 40 11 x 50 25 + K2) 20 130 2.0 2.2 100

WECO M101) MW10 14 x 45 14 x 58 25 + K2) 20 160 2.5 2.4 50

1) Internal thread 2) K = Fixture thickness 3) Factor of safety γ = 5

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DIN 582 Ring Nut, C15E steel, zinc plated and blue passivated

Type Order Code

Inner Ø Outer Ø Weight Box Quantity Permissible Tension Load

F1

[mm] [mm] [kg/100 pcs] [pcs] [kN]

RM8-C15E RMC0008 20 36 5 50 1.4

RM10-C15E RMC0010 25 45 9 25 2.3

RM12-C15E RMC0012 30 54 16 10 3.4

RM16-C15E RMC0016 35 63 24 10 7.0

RM20-C15E RMC0020 40 72 36 5 12.0

Specials/Custom Anchors

Safety Bolt with Hexagonal Screw Socket

Safety Bolt with Extended Stud

Safety Bolt with Ring Nut

Specials also available with other products.

F1

ACCESSORIES

High Strength Ring Nut, 42CrMo4 steel, zinc plated and blue passivated

Type Order Code

Inner Ø Outer Ø Weight Box Quantity Permissible Tension Load

F1

[mm] [mm] [kg/100 pcs] [pcs] [kN]

RMH8-HF RMH0008 20 36 5 10 7.6

RMH10-HF RMH0010 25 40 9 10 9.4

RMH12-HF RMH0012 30 54 16 10 15.0

RMH16-HF RMH0016 35 64 24 10 38.0

Hexagonal Screw Socket, steel, zinc plated and blue passivated

Type Order CodeInternal Thread

Length Width Across Flats

WeightBox Quantity

L* sw


GM6/20 GM0620 M6 20 9 2.5 200

GM8/25 GM0825 M8 25 11 3.3 200

GM10/30 GM1030 M10 30 13 6.0 100

GM12/35 GM1235 M12 36 17 12.0 50

GM16/40 GM1640 M16 40 22 16.0 25

GM20/50 GM2050 M20 50 24 20.0 25

*Maximum screw installation depth = L/2

F1

57

C-S

L-2

00

9E

-R ©

20

09

SIM

PS

ON

STR

ON

G-T

IE®

Type BE

Type Order Code Size Weight

[kg/100 pcs]

Quick-Set Drive Unit M8 BE08 M8 11





Applicator Guns

Type LAC

ACCESSORIES

For 300 ml silicone and coaxial cartridges

Type Order Code Compatible Cartridge

Weight

[kg/pc]

Applicator Gun Type LAC LAC300LVK 300

VESF 3001.0

Type LAP

For 345 ml side-by-side cartridges


Weight

[kg/pc]

Applicator Gun Type LAS LAS345VESF 345

LVK 3451.0

For 380 ml and 410 ml coaxial cartridges


Weight

[kg/pc]

Applicator Gun Type LAP LAP380

VESF 410

Injection 2000

LVK 380

1.2

Quick-Set Drive UnitUse this setting tool with a standard drill to provide problem-free setting of M8-M20 threaded studs with the Chemical Anchor Plus (KLP) system (see page 44).

The Quick-Drive setting tool also has a hexagonal recess that allow it to set threaded studs with hex heads.

Dust Pump


[kg/pc]

Dust Pump LAB 0.22

Type LAS

58

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